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Home My WebLink About2010-01027 - new septic,,,�,�.��1 CITY OF ORONO PERMIT NO.: 20�0-0�02� 2750 KELLEY PARKWAY a ORONO, MN 55356- DATE ISSUED: 1 U09/2010 952 249-4600 FAX: 952 249-4616 ADDRESS : 885 HUNT FARM RD PIN : 30-118-23-43-0004 LEGAL DESC : HUNTINGTON FARM : LOT 001 BLOCK 004 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM-SEPTIC APPLICANT SEPTIC NEW 200.00 HAYES& SONS EXC. INC. STATE SURCHARGE SEPTIC 5.00 263 82ND STREET S.E. MONTROSE,MN 55303- TOTAL 205.00 (763)479-1762 PAID WITH CC# 5293 Minnesota State License#:640 OWNER PASSOLT&AMY AKERS-PASSOLT,PETER 885 HUNT FARM ROAD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable CiTy approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze •equested in conformance with the State Building Code.This permit may be •+�ed time for ue ause. � ----�... / /�/ / /� � licant Pe ' e Sig ture Date Iss By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. �,�p�� City of Orono �oR.CIt`��tsE o�It.Y P.O.Box 66 � D�� 2750 Kelley Parkway k D�#e�f�t�Ved�+�� Perrn1#� +��'"� , � �� Crystal Bay,MN 55323 � '� �� '� �� (952)249-4600 +�tTiOr�rif ° � � '� CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address: � �S /-} •r�'� �"�4 ��^ �� • � Owner: (�� SSa�� Mailing Address: 5 �-""� City: _� V�� Zip; Home Phone: Alternate Phone: � �Z'^ �� Z `�� Contractor/App.: ��-y-23 ��'hs Contact Person: �2�-� Address: �� '� - State License #: � � � City: �?�� Zip: 5'�3� 3 Expiration Date: `�- � �3 Phone: � � � � �{ ?�- ( ?� `Z Altern ta elPhone: ��2 �� $5- � S�� Residential ❑ Commercial ❑ Other New or Replacement System $200.00 _ `�_c� c� Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 � Total $ Z p � W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 1 / 2 I will be installing the following: T s Precast Concrete ❑ Fibergiass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: � Size of Tanks: 3ov �DG 3p c7 Treatment System Trenches s.f. � Mound .5~'�� s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and c ect. Signature of Applicant l Date: �� - � � ��a MPCA License No.: � ( v � Staff Review: ,�`Accept ❑ Denied ��\ �.�CiL� Reviewer: Date: � (�� Reason for Denial: Comments (to be printed on inspection card): W:\(Perrnits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 2 � 2 Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License#810 11481 Riverview Rd. NE,Hanover,MN 55341 (763)498-8779 Fax(763)498-8290 7uly 15,2010 e�.:�;•,v �.�t'Y Pete Passolt 885 Hunt Farm Road Orono,Hennepin County "Chis 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. T'he periodically saturated soils were located at 18-20 inches(mottled soil).Due to the periodically saturated soils,a pressurized mound system will need to be insta(led to treat the sepric effluent_T'he bottom of the treatment area must be located at least 3' above the saturated soils. All neighboring wells are greater than 100 feet from proposed trea�nent areas. OR�NO COPY The soils at a depth of 12"have a percolation rate averaging 4 MPI. The existing septic system does not conform to the staie code chapter 7080. The existing tank must be abandoned. The supply line must be greater than 20 feet from the well and be pressure tested.The supply line must be insulated and sleeved under the driveway. All new tanks need to be insulated if there is less than two feet of cover over the top of the tanks and a filter installed on the second tank.Clean outs must be installed on the end of the laterals for maintenance. A pumping chamber will need to be installed to lift the effluent to the treatment area. T'he power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices;this is in case of a pump failure_The manifold and supply line must have back drainage to the pump chamber.The rock and fill materials must be clea�.The sod layer below the enrire mounded area must be turned over.Just break up the sod and be sure not to over work.Nothing other than grav wate►-,(laundrv,showers,etc.) Human water and toilet tissue should be disaosed of into the seatic tar�ics. Garbage disposals are not recommended. Additives must not be used:thev mav cause harmfu; damage to vour septic svstem. It is recommended that vou pump the tank everv vear fcsr 1 tank,everv two vears for two tanks. Sincerely, � �� oRoxo coPx �'�'4�Rl� �. : !�"!'t��M�� vt Joseph J.Olson �P��`4�. ,�,{` I? 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""""•"��` ' � ��e a :�v�, s,�y � "....•",i�� ' n,.�f� C�d� , . $'"�•"1�!�`I�1�► � ,in.e� �nr�►�s�+�� s�1 . �-�� C�,� t�r�ll�►- {'�y•"r18��► �*�... ��o�v�r N �w 1�tY�l�w t�MMfl'� . �1� � � ' � , ^�aN „�� • �, �'�''1��N'I�L a,c�c.° �4 ��t�t'��,"R�'' ', :!Z 8 �'v �, , SNOIlb11�"d OI�t1�0� �110� � �'•8�°�' ' ' � , '3'!'7'� '"'"�r'� �,y�.� ' . , .�►�l�,.�"'�"r'' ��' , , . . • • � , ' ' , �1 ��wv * r'�'` . � � • ' '��oH' . �........,.�...---� . -��;�-q-� ► , � o� �� u � �`� . £ . ��` asv+�ov+� ,ctiS x,Ql, �� . . , �� ' � •A 4 11 �1�Y r� . . / . „ �� 1 Mlnnesota Pollution OSTP Desi�n Summary Worksheet UNIVERSITY ` OF MINNESOTA ,��_,��'� " Car�#rol Agency -� ° *L� Property owneNc�ient: Pete Passolt 5ite nddress: 885 Hunt Farm Road � 1. AVERAC�DESIGN FLOW: A. Design Flow: 600 GaUats Per Day(GPD) Nnte: The estfmnt�ed destgn jlow is ca�idered a peak f(ow rate inctuding o wjery �. Septic Tank capacity: 2250 Gattons �of n►is��vedor,�►►�,rne�rn�do��y f��r�oded m ee< �, Number of Septfc Tanks or Compartments: � Effluent Screen 8 Alnrm? Yes Type of Soi Trea�and Di�sal Area Type of Dk�m O r�,a,es O eed O woi.,d O c�y n�on O vre��e o�sv�,noo-le�l O are�x,re�o�hdev� O ac-c�rade O o�a o�n;on System Type �Type I ❑Type II ❑Type III ❑Type 1V ❑Type V s. srrE Ev,�uAnoN: A. Depth to Limiting Loyer: 18 inches 1.5 ft B. Meawred Percent Lnnd Slope: 8.0 % 0.0 C. Soil Texture: �—LoBm _� Perco[ation Rate: ��Minutes per Inch D. Soil Hydraulic Loading Rate: 0.60 GPD/ftZ f.Contour Loading Rate 12 Gallft 3. DESIGN SUMMARY Trench Design Swnmary AtnorPtion Area �f� Sidewall Depth �in Trench Width ��in Totat Lineal Feet �ft Number of Trenches �� Maximum Trench Depth �in Bed Design Sttmmary Absorption Area �ft2 Media Below Pipe �in Bed Length �ft Bed Width �ft Maximum Trench Depth �in Mound Design Summary Absorption Area �� Bed Length �ft Bed Width 10.0 ft Absorption Width Z0.0 ft Ciean Sand Lift 1.5 � Upslope Berm Wid� 70.0 ft DoNmslope Berm Width 17.0 ft Endsbpe Berm Width 13.0 ft Total System lerx,�lh 76 ft Total System Vlfidth 87 ft , At-C�ade Design Summary Absorption Bed Width �ft Absorption Bed length �ft System Height �ft Absorption Bed Area �ftz UP��Berrr�Width �ft Do�vnslope Berm Width ��ft Endsbpe Bertn Vlridth �R Sysfem Length �ft System Width �ft • � • MinnesotaPollution OSTP Des�gn Summary Worksheet UNIVERSTTY �� V Conirol Agency OF MINNESOTA � �� Preswre Distribution Sumrt�ary No.of Perforated Laterals � Pertoration Spacing �� Perforation Diameter 1/4 in Flow Rate 38 GPM Supply Pipe Diameter�in Totat Head 31.5 ft 4. ORGANIC LOADING(ff pretreatment is being used) Organic Loading to Pre-Treabnent lMit =Desfgn Ftow X Estimated BOD in mg/L in the effluent X 8.35=1,000,000 C� gpd X �mg/L X 8.35+1,000,000= �lbs BOD/day Calculate Sys[em Organic Loading: lbs.BOD/day :Bottom Area =lbs/day/ftZ ��lbs/day{ �ft2= �lbs/dayfftZ Comments/Speciai Desi$n Considerations: 1 hereby certify that i have completed this work in accordance with alt appticable ordinances,rules and laws. JosePh J Ulso� �� ",�,�-f.'", �'��,,,,F" 810 07/15h0 (Designer) (Signature) (�icense#) (Date) � OSTP Mound Design UNIVERSITY �.; ,-_�;� Minnesota Poilutirsn Worksheet OF MINNESOTA '� „�� Corrtrol Ager�cy 1. SYSTEM SIZING: A. ves3gn Flow(aes►�►s�mm�ry�a�: 600 GPD Tat�e l MOtk�iD CON7aUR LUADIli6 tiA3ES: B. Soil Lovding Rvte (oesign Sum.20): 0.60 GPD/fit� ` conm� i�oaAxod '� T�-derivod C. Depth to Limiting Condition: 1.5 ft �R`'�D � "'O��" � D. Percent Land Sl�e (Design Sum.2B): 8.0 � . 5�Pi �.o.�.a.z.o>Z.a,2.6 - s�i E. Design Media Loading Rote: 1.2 GPDlftZ 6�-1�o mPi at s.o s�2 F. A4ound Absorption Ratio: 2.0 ��zo�fi >s.o• - sb• G.Desfgn Contour Loading Rate: 12 GPD/ft 'Systems with these values are not Type i systems. (From Design Summary 2E-same as Linear Loading Rate) Contour Loadiru�Rate is a recommendcd val�. 2. DISPERSAL MEDIA SIZING A. Caiculate Required Di'spe►sal Bed Arec�:Des�gn Flow (1.A)=Design Medio Looding Rate (1.E)=ft2 if a targer dispersal media 600 GPD: 1.2 GPD/ftZ = 500.0 ftZ area is desired,enter size: �ft� B. Calwtate Dispersal Bed Wfdth:Contour Laading Rote (1.Gj�Design Medin l.00dir�Rote (1.E)=8ed 1Mtdth 12 ft : 1.2 gpd/tt2 = 10.0 C. Calcutate Disperscrl Bed Length: Dispersat Bed,4reo (2.A}:-8ed Width (2.6)=Bed Length 500.0 ft2 : 10.0 ft = 50.0 ft D. Select Dispersaf Medio: �- 3. ABSORPTION AREA SIZING Note:Ma�nd setbacks are measured from the Absorption Areo. A. Calculate Absorption Vi�idth:Bed INidth (2.6)X Mound Absorption Ratio (1.F)=Absorption►Mfdth 10.0 ft X 2.� = 20.0 ft B. For stopes from 0 to 1%,the Absorpt3on HRdth is meawred from the bed equatly in both directions. Calculate Absorption Width Beyond the Bed:Absorption�dth (3.A)-Bed N�dth (2.B)+2=M�idth beyond Bed ( N/A ft - N/A ft) = N/A = N/A ft C. For slopes>1%,the Absorption Width is rr�awred d�vnhitl from the upslope edge of the Bed. Calcutate Downslope Absorption VWdth:Absorption W3dth (3.A)-Bed YWdth (2.B)=ft 20.0 ft - 10.0 ft = 10.0 ft Comments: Slope,CLR Choice,A�oterial is�sues 4. MOUND SIZING A. Catcutate Clean Sand Lift: 3 feet minus Depth to Limiting Cor+diLion (1.C)=Clean Sand Lift (1 ft miMmum) 3.0 ft - 1.5 ft = 1.5 ft B. Calwtate Upslope Height:Clean Sand Lift (4.A)+�ia depth (1 ft.)+cover (1 ft.)=Up�slope Height 1.5 n + 1.0 ft + 1.0 it= 3.5 ft n-34:s�r��e�rK r� Lu1d 51opE% 0 1 2 3 :4 5 d 7 8 9 1Q 9Y i2 13 14 15 f6 ' tl i8 `t9 20 : 21 22 23 24 '25 Up5lOp2 3:1 3.00 2.91 2.83 2.75 2.68 I.bt 2.Sd 2.48 L.r1 2.36 231 2.26 Z21 Z17 2.t3 2.09 2.06 2.03 2.00 1.97 1.95 1.93 1.91 7.89 t.s7 1.E5 Berm Ratio d:t 4.OD 3.85 3.70 3.57 3.45 3:33 3.?3 3.42 3.03 2.44 3.86 L78 2.73 Z61 2.55 2.�8 2.41 L33 2.29 L23 Zt8 2.13 2.08 Z03 t.98 1:93 Lind SIOp!� A 1 2 3 4 5 5 7 8 9 10 11 12 i 3 14 15 ' 16 t7 18 19 � ,21 22: 23 24 25 DNWvfl5lOp2 3:1 3.00 3.U9 3.f9 3.3t1 3.di 3.53 3.66 3.80 3.95 4.11 4.29 A.AB 4.69 d.95 5.24 5.55 5.88 6.2d 6.63 7.04 7.tl7 7.43 8.A2 8.43 9.�16 10.02 62[IIl RdtlO 4:1 4:Oa 4.17 3.35:1.54 4.?6 3.Oa i.26 3.56 5.�b.25 b.67 7.14 7.69$.24 �.42 9:57 t0.1d]0.9d f1.67 1L42 13.19 13.49 i4:8�t5.67 1b.'54 17.4�: C. Setect tlpslope Berm AMrttiplier ��; 2.61 (figure D-34) D. Calculate Upslope Berm IN9dth:Multip(ier (4.C)X Upstope Mound Fleight (4.6)=Upslope Berm VWdth 2.61 ft X 3.5 ft = 10.0 ft E. Calcutate Drop in E(evatian tlnder Bed:Bed Yl�idth (2_B) X l.and Stope (1.D)=100=Drop (ft) 10.0 ft x 8.00 % _ �00= 0.80 ft F. Calcutate Dnwnslope Mound Height:Up�lope Height (4.B)+prop in F(evotion (4.E)=Dewnst�e Helght 3.5 ft + 0.80 ft = 4.3 ft G. Select tJownslope Berm Multiptier (based on land stope): 3.95 (figure D-34) H. Catculate Dow►�tope Berm iM1�rdth:Muttiptier (4.G)X Downstape Height (4.F)=Dowr►siope Berm M�idth 3.95 x 4.3 ft = 17.0 ft L Catculate Minimum Berm to C�er Absorption Areu:Oowns(ope Absorption Wfdth (3.B or 3.C)+4 ft.=ft 10.0 ft +� ft = 14.0 tt J. Design Ovwnslope Berm =greater of 4H and M: 17.0 ft K. Select Endslope Berm Muttiplier: 3.00 (�lly 3.Q or 4.0) L. Catculate Endslope Berm (4.K)X Downslope Mound Height (4.F)=Endstope Berm 1Nidth 3.00 ft x 4.3 ft = 13.0 st M.Calculate Mound Width: Upstope Berm Yl�dth(4.D)+g�►+��th (2.B)+pn�(�germ Width (4.J)=ft 10.0 ft + 10.0 ft + 17.0 ft = 37.0 ft N. Caiculate Mound Length:En�(ope Berm WPdth (4.L)+g�/Length (2.C)+Endslope Berm WFdth (4.L)=ft 13.0 ft + 50.0 ft + 13.0 ft = 76.0 ft 5. MOUND DIAAENSIONS 0-1%SLOPE � Upslope(4.D) 0 � Ot r��--------- ---------- --- -----------------------� .' '` � � al • - . , � , � Mo � i ' Dispersai Bed: (2.B x 2.C) ' un 13;0 ;13.0 d 50.0 X t0.0 �i Endslo�e(4.L) Endsla�pe(4.L) � , dth ; ; s, � �4. , � � o lr. , M) �` ------------------- -�•:- ----------------------- � Downsiope (4.J) Total Mound Length (4.N) 4" inspection pipe 10.0 � 18"cover n top 17.0 Upslope berm (4.D) � Downslope berm (4.J) �,5 Clean sand lift(4.A) �,5 Depth to Limiting(1.Cj ------- -------- ----------------------- -------- Limiting Condition Absorption Width{3.A) 20.0 I hereby certify that 1 have c�mpleted this work in accordance with all applipble orclinances,rules and laws. � , ,�.._._.. Joseph J Olsort f�:`�-�-""'�� 810 07N 5H 0 (Desig�r) �;,. (Signature) (License#) (Date) 5. MOUND DlMENSIONS GREATER THAN 1%SLOPE o , ----------Upslope (4.D) ----10.0---- ------- -� �. e+� ; ', � ' � ` � ' � � � Endsto e 4.L Dispersa! Bed: (2.B x 2.C) ' �: '� Endsto e �4.L} 1�.0 � � � 1 50.0 10.0 � ;13.0 � ' � � � � -p � V ' � � i � � 1 � '� ' ♦ � a � � �c �., Downst e 4.J 17.0 - ,., _ aP ( ) � ----------------------- ------------ --------_ Total Mound Len th 4.N 76.0 4"inspection pipe 18" cover on top U slo e berm {4.D) Downst berm 4.J ��•� 10.0 12"cover on sides (6"topsoi!) 1.5 Clean sand tift (4.A) _ 1•5 Depth to Limitin� (1.�t Limiting Condition ----------------- Absor tion Width (3.A) � �` --�`-------- Note• 2�•� For 0 to 1%stopes, Absorption Width is measured from the Bedequatly in bath directions. For slopes >1%, Absorption N�idth is measured downhill from the upstope edge of the Bed. I hereby certify that i have completed this wark in accordance with all applicable ordinance,s,rules and laws. `� � ^ , Joseph J Olson 810 07/15/10 ,� f��5��) (Signature) (License#) (Date) _ � OSTP Mound Materiats � . UNIVERSITY �5� '` °��'° nn�n�� l�/OC'�(S�'1Get oF MixrrEso� `��.�� Control Agency �~ A. Catculate Bed (rock)Volume:Bed Lengtb (2.C)X Bed Ylydth (Z.B)X Deptf► =Voiume (ft') 50.0 ft x 10.0 ft x �.0 = 50Q.0 ft3 Divide ft3 by 27 ft;/yd3 to calculate cubic yards: 500.0 ft3 = 27 = 18.5 yd3 Add 20%for constructablity: 18.5 yd3 X 1.2 = 22.2 yd' B. Calcutate C(ean Sand Volume: Up�stope Volume: ((Upslope Mound Height - 1)x 3 x Bed Length)+2=cubic feet (( 3.5 ft -t) x 3.0 ft x 50.0 )+2= 187.5 ft3 Downsio�e Yotume: ((Uownslope Height- 1) x Downslope Absorption Width x Medin Length)+2=cubic feet (( 4.3 ft- 1) x 10.0 ft x 50.0 )�-2= 825.0 ft' Endstope Volume: (Downstope Mound Height- 1) x 3 x MediQ Width =cubic feet { 4.3 ft-1 ) X 3.0 ft X 10.0 ft = 99.0 ft' Volume Under Rock bed:Avervge Sor�Depth x Media Width x Media Length =cubic feet �.9 1.9 ft x 10.0 ft x 50.0 ft = 950.0 ft; Totol C(eon Sorrd Votume:Upslope Vo(ume +D�(�VoEome +E►�toRe Volume +Volrrme Under Medio 187.5 ft; + 825.0 f� + 99.0 ft' + 950.0 i�= 2061.5 ft3 Divide ft3 by 27 ft3/yd;to calculate cubic yards: 2061.5 ft3 = 27 = 76.4 y� Add 20%for constrvctability: 76.4 yd�x �.z = 91.6 yd3 C. Calculate Sondy Berm Votume: 3.9 Tota!8erm Votume(approx):((Avg.Mound Height-.5 ft topsoil)x Mound Width x Mound Length)+2=cu.ft. ( 3.9 _ 0.5 )ft X 37.0 ft X 76.0 )=2= 4778.5 ft' Totol Moemd Volume-Ctean Sand wtume-Rock Volume=cubfc feet 4778.5 ft3 - 2061.5 ft' - 500.0 ft3 = 2217.0 ft' Divide ft3 by 27 ft3tyd3 to calcutate cubic yar�: 2217.0 ft3 : 27 = 82.1 yd3 Add 20%for cor�structability: 82.1 yd3 x 1.2 = 98.5 yd3 D. Calcutate Toµsoil Materiul Volume:Total Mound V►�idth X Tota!Mound Lenqth X.5 ft 37.0 ft x 76.0 ft x 0.5 ft = 1405.4 ft3 Divide ft3 by 27 ft3/yd3 to catculate cubic yards: 1405.4 ft3 = 27 = 52.1 yd3 Add 20%for corstructability: 52.1 yd' x 1.2 = 62.5 yd3 1 hereby certify that i have completed this work in acxordance with all applicable ordinances,rules and laws. ��..e, r,� Joseph J Olson =`�� "`�� 810 07/15N0 (Designer) (Signature) (Lice�ue#) (Date) . , � OSTP Pressure Distribution . � � , UNIVERSITY � T` � �� . ��Q�� Des�gn Worksheet OF MINNESOTA �,;�; Controi Agency Z, t. Select Number of Perforated Luterols in system/zone: � . � � (2 feet is minimum end 3 feet is maximum spacing) �''� �'�'T z'°��* 2. Setect Perforation Sp�cing: 3.0 ft - - 12�- - 9•oF rodc 3. Select Perforation Diameter Size 1 i4 inch ��,h.�,��, Pei(oraGan 2'm 3' 4. Length of Larerols =Media Bed Length-2 Feet. Perjoration can not be closer then 1 foot from edge. 50 - 2ft = 48 ft 5• Determine the Number of Perforvtion Spaces. Divide the Length of l.aterais (Lir�e 4)by the Perforotion SpQcing (Line 2)and round down to the nearest whole number. Number of Perforation Spaces = 48 ft = ��ft = 16 Spaces 6. Kumber of Perjorotions per taterai is equal to 1.0 plus the Num6er of Perforation Spoces (Line 5j. P'erforations Per Laterol = 16 Spaces + 1 = 17 Perfs.Per Lateral Check Toble 1 to verify the number of perforotions per loteral gua�antees less than a 10%discharge variation. The value is double if the Q tenter rranifotd is used. - 7. Totat Number oj Perforottoru equals the Number of Perforutioris per Laterol (Line 6)muttiplied by the Number af Perforated Loterats (Line 1). 17 Perf. Per Lateral X �Number of Perf. Laterals = 51 Totat Number of Perf. 8. Cakutate the Sqoore Feet per PerforaHon. Rerommended vntue is 4-10 ft 2 per perforotian. �� Does not appty to At-Grades �„� Bed Area = Bed Width(ft)X Bed Length(ft) "`°°a '�. '�,. '�tt '�, 1_O' �� O.it :s0.�1 �R46 0.�4-�� 10 ft x 50 ft = 500 ft2 +•s °.� °." °'" °.' xC o.ia osv aw �.w iS 0.29 0.65 0.i9 t.t7 Square Foot per Perforallon =Bed Area divided by the Totot Number of Perforations (Lir�7). � > aa: :a.n a�s r.:a 1.0 0.2T 0.67 1.1] 1.47 s .�`�. O.M �::�.tl.9] -.1,2i �� .-1,65.-= 500 ftZ .- 51 perforations _ 9.8 ftZ/perforations ,,,,� ,��t61��«� 9. Select Mirri►n�m Average HeQd: 1.� ft ��a�� 2 faN o��lh� 7/41nd��d 3/16 tiU peipatWis on�IS 5 faet t/a kKh pMatatlp�s on MSf5 10. Select Perforation Disctwrge (GPM)based on Tabte III: 0.74 GPM per Perforation �1• Deternrine required Fl�v Rate by multiplying the Totai Nurnber of Perforations (Line 7)by the Perforation Discltorge (Line 10). 51 Perf�ations X 0.74 GPM per Perforation = 38 GPM 12. Select Type of Monifold Connection (End or Center): �� ❑� ; ' OSTP Pressure Distribution �" " UNIVERSITY F � �'�� Minnesota Poilutfon � �� Conuol A ency Des�gn Worksheet OF MINNESOTA - ,L Max�a M�a�fe�r of�Pec lat+erd tn C,.�r�e«t�l6 DiscF�rge var�san �a P 7l32 fnch Perforabw�s: Peofora#wn Spa�r►g(Fcet) �7�DimneLer(Hsches} Pieefoqation SpacinB �?'�'�� u avf z � (Fa�) � �sa �va s 3 �' 1Q t8 18 3t1 S�0" 2 11 16 2f ' 3�t 6E. S � 8 12 16 28 5�4 2YE 1p �4 20 33 6�: 3 8 12 16 2'3 HE 3 ' 9 !4 19 3!f 6C, 3/�6 trach Perfor�iwu 7/B iad�PerFo�aitio�+s PecFa`rat6on 9PaQn8(Fte#) �Ae�+�� Perfo�ratton Spacirg Pip+e EAam�etar(lnctses) 1 116 tf2 3 3 (Feet) 1 �14 11+� 2 3 2 12 t$ '36 45 B�. ` 2 : 31 33 �4 `r 74: 14� � 12 f7 24 40 .86 .2Ye 2fl 30 41 69 133 3 13 f5 '?� 37 7'3 3 c 2f1 29 S8 64 'f�3 _` 14. Select Lateral Diometer based on Table I: 2.00 in Tabte ll Yofume of Liquid in 15. Votume of Licryid Per Foot of Distrftwtion Plping: 0.4 70 Galto�s/ft �� ' Pipe L3quid 16. Volume of Drstribution Pipin3 = Diameter Rer Foat _[Number of Perforated i.aterols (Line 1)X Length of Laterals (line 4)X {inchesj (Gailons) (Volume of Liquid Per Foot af Distribution Piping(Line 15)] 1 0.045 � � Q � 1.25 0.078 3 X 48 ft X 0.170 gal/ft 24.5 Galtons 1.5 0.110 � 17. Minir►wm Dose=Vdume of Distribution Piping(Line 17)X 5 Z 0.170 � 3 0.380 i 24.5 gats X 5 = 122.4 Gatlons 4 0.661 ,.-Cleana�ts --' -- ----__ , P� � ,� ` ! �' i i M�'rfold pipe. / i ` WPe from P�mP � , � , , --- _ ean outs `•Altemate�ocation • pf P�Pe from P�mP ��• aftemate locatim ' from of ' f�'an I hereby certify that 1 have completed this work in acc�dance with aU applicable ordinances,rules and laws. � ,�°.."''.a. �.--��_ _ Joseph J Olson �'�� 810 07/15/10 (Designer) (Signature) (License#) (Date) , � OSTP Pump Selection Design uN�vERs�TY ��.. Minnesota Pollutbn W�('�h�e� OF MINNESOTA °`�� cor►troi A �,`� 1. PUMP CAPACITY A. Pumping to Gravity or Preswre Distribution: O c�aray OO Pre�re-� 1. If pumping to gravity enter the gal(on per minute of the pump: �GPM 2. If pumping to preswre,is the purt�for the treatment system or the cotlection system: O r�rn syst�n O couecnoo sys�n 3. tf pumping to a pr�wrized treatment system,what part or type of system: ❑Soil Treatment Unit p Media Fitter p Other 4. If pumping to a preswrized distnbunon system: 38.0 GPM (Une t t ojPresswe Distrilwtfon or Line to o/Non-Leve!or eMer tjColtectfon SSatem) 2. HEAD REQUIREMENTS 3. Etevation Differer�e 15 ft 8 v�� between pump a�point of discharge: NOTE:IF rystem is an irtdividual subwrfnce sewnqe treatment �� system,comptete steps 4-9. Jf system is a Collectia�System, v+ae �� . skip steps 4,5,7 and 8 and qo to Step f0. �� 4. Distribution Head Loss: ��ft ` '� : 5. Additionat Head Loss: �ft{due to special equipment,etc.) Djstributaon Head t�oss ncbon Loss�n asttc pe per Gravity Disrtribution=Oft C=130 `'Nominal Pipe Diameter Pressure Distribution based ai Minimum Average Head a Value on Pressure Distribution Worksheet: F G �� 1 7'S4 1'!�i 2 3 MRnimum Avesa e H+e�d ' Distributian Hesd Loss , 10 , 8.91' 3.08 1.27` 0.31 : - �ft sft 12 1277 4.31 1.78 0.44 2ft 6ft - 5ft �Oft 94 16.89 5.74: �38 0.58 16 7.36 3.03 0.75 0.10 6. A.SuPP�Y�Diameter. 2.0 in 18 - ` 8,1A 3,76 0.93'; O 13 B.s�ply Pipe lengrh: 250 ft 2O - 11.11 4.58 1.13 0.16 7. Based on F�iction I.oss in Piastic Pi 25 16.79 8 82 1.77 0.2A' pe per 100ft from Tabte I: 3O � - 9.N 2.39 Q.33 Friction Loss= 3.67 ft per 100ft of pipe 35 - 12.90: 3.18 0.44 8. Determine E 'a - - 16.52 4.07 Q57 quivatent Pfpe Length from pump discharge to soil dispersal . 45 - -- 5.07 0.70 area discharge paint. Estimate by adding 25%to wpply pipe length for fltting loss. Supp(y Pfpe Cengtb(5.8) X 1.25=Equivnlent Pfpe Length 5O - - -- 6.16 0.86 55 - - T� 1.02 250 ft x �.25 = 312.5 ft �,p � _ � g,gg �.gp 9. Calculate Su Friction Loss P�Y� 8 OOIt (Line 6)by �"5 - - 10.01` 1.38 pply by multi n Friction Loss Aer f Supply Friction Loss= 7O -- - --- 11.48 1.60 3.67 ft per looft x 312.5 ft } too = 11.5 ft : ' OSTP Pump Setection Design -�� UNI VERSTTY Minnesota Poilution WQ('�($hQet OF MINNESOTA�� ""`�� ca,tro� '`L 10. Equivalent length of pipe fittings. EAui+ralent len�th Faetots(ft.)for P1(C Pipe Section f0 is for Coltection Systerr�ONlY and does NOT need to be �� cor�plered for indiv;du�at�ace sewcge rreaanenr systems. Fitiing rype ��amtter(in.� 1S4 2 3 Quantity X Equivatent Length Factor a Equivalent Length Gate vatve 1.07 1.38 2.04 9U Deg Elbo�w 4.03 - 5:1T -` 7.67' ��T� �� Equivale�rt Eqttivalent 45 Deg Etbow Z15 2.76 4.09 Length Factor LenBth(R) Tee-Fta+✓Thru 2.68 ' 3.45 ' ' S.11 ee_ . . 1 . Gate Valve X � ` 9wing Chedc vaive 13.40 ` 17.20 25.50' 90 Deg Etbow X = Angle valve z0.10 25.80 38.40 Gtohe Valv�e; 45.60 ' 58.6tl: ' 86.� " 45 Deg Elbow X = Butterfly Valve - 7.75 11.50 Tee-Ftow Thru X = Tee-Branch Flow X = NOTE:Equivalent length vatues for PVC pipe Swing Check Valve X s fittings are based on calculations using the Hazen- Williams Equation. See Advanced Designs for SSTS Mgle Vatve X = for equation. Other pipe material may require Globe Valve X _ differer►t equivalent length factors. Verify other ec�uivalent t�gth factors with pipe material Bertterfly Valve X = manufacturer. Vatve 10 X = NOTE:System installer should contact system designer if the number of fittings varies from the Valve t 1 X ' desiqn to the actual instatlation. A Sum of Equhralent Length due to pipe fittings: �ft Hazen-Wittiams Equation for h B. Fata!Pipe Len3�► 'wPP�Y Pipe Length(5.6)+Equivatent Pipe Length(9_A.) 1 Q.5 � ft +� ft =�ft h.f D4.87 *�Q-C�1.85 #I. �, Hazen-Williams friction toss due to pipe fittings and suppty pipe(h f): Q in gpm L in feet D in inches C=130 (10.5 = pipe piameter'�87) X ( Flow Rate + Cor�stant)''� X Total Pipe Length(10.6) (10.5 : �in�.e�� x ��ypm+�3p),.as X �ft =�ft �1- Toto(Head requirernent is the sum of the E(evcNon Difference (Line 3},the Distribution Head Loss(Line 4),Additional Head Loss(Line 5), and either Supply Friction Loss(Line 9),or Friction Loss from the Supply Pipe and Pipe Fittings for coltection systems(Line 10.C) NOTE:Supply Frictia�Loss(tine 8)need ONLY be used if NOT a co(lection system. NOTE:Frictia�Loss from t�he Suppty Pipe and Pipe Fittings(Line 9.C)need ONLY be ased if rystem is a co((ection system. 15.0 ft + 5.0 ft + �ft + 11.5 ft = 31.5 ft 3. PUMP SELECTION A pExnp must be setected to deliver at least 38 GPM(Line 1 or Line 2)with at teast 32 feet of total head. Comments: P�p tYPe I hereby certify that i have c�mpleted this work in acxondance with all applicable_�rdiRemces.rules and lavus. � Joseph J Olson ,f-a��"' 810 07/15H0 (Designer) (Signature) (License#) (Date) Loas of Soil Bo�inas License#810 Location or Project: 885 Hunt FaRn Road Borings made by: Rusty Olson's Soil and Perc Testing Date:7112/10 Clas.sification System: AASHO : USDS-USDS-SCS X : Unified :Other Auger used(check two): Hand X .or Power , Bucket or Probe X ,Pit Boring Number_1_Surface elevation_96.3_ Mottied Soil at 1.5_feet 0"-8"Dark brawn sandy loam 10yr3/2 H20 present at X_feet 8"-18"Brown sandy loam 10yr4/4 18"-26"Rusty brovm loam 10yr5/4 26"-30"Rusty brown day loam 10y5/4 Boring Number_2 SurFace eievation_96.2_ Mottled Soil at 1.6 feet 0-8"Dark brown sandy loam 10yr3/Z H20 present at X 8"-20"Brown loam 10yr4/4 20"-30"Rusty brovm loam to clay loam 10yr5/4 Boring Number_3_SurFace eleva6on_94.8_ Mottled Soil at_1.5 feet 0"-8"Dark brown sandy laam 10yr3/2 H20 present at X 8"-18"Brown sandy loam 10yr4/4 18"-26"Rusty brown loam 10yr5/4 26"-30"Rusty brown clay loam 10y5/4 . , Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:45 A.M. On 7/13/10 Location: 885 Hunt Farm Road Hole number. 1 Date hole was prepared:07/12/10 Depth of hole bottom_12"_inches, Diameter of hole 6" inches. Soil data from test hole: Depth, inches Soii texture 0-10" Dark brown sandy loam 10yr3/2 10"-92" Brown sandy loam 10yrM4 Method of scratching side wail: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 07/12/10 At 10:3Q A.M. 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 v►r�ater depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 10:56 11:11 6" 4.1 3.6 11:14 11:29 6" 4.0 3.7 11:30 11:45 6" 4.0 3.7 AVERAGE PERC. RATE 3.7 �p� . • r Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:45 A.M. On 7/13/10 Loc�ation: 885 Hunt Farm Road Hole number. 2 Date hole was prepared:07/12/10 Depth of hole bottom_12"inches, Diameter of hole 6"_inches. Soii data from test hole: Depth, inches Soi!texture 0-8" Dark brown sandy loam 10yr3/2 8"-12" Brown loam 10yr4/4 Method of scratching side wali: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of inifial waber filling 07/12/10 At 10:30 A.M. depth of initial water fiiling 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 tests 6 inches Time Time Depth Drop in H20 Perc Rate 10:57 11:12 6" 3.7 4.0 11:13 11:28 6" 3.6 42 11:31 11:46 6" 3.6 4.2 AVERAGE PERC. RATE 4.1 MPI E-6 � Part 2: Mound �yst��ns A sewage treatment mound is a seepage beci elevated by clean sand AAov.nds must be . fill to provide an adequate separation distance between the rock layer ��,��y in the mound and the barrier Ia��er such as saturated soil eonditions . Cp�Sfl7tCt@d or bedrock.The mound must be carefully constructed to provide adequate sewage treatment. Mound failures have usual�y been traced to improper construction practices. � PERFORATED ��---_.... LATERAlS SA[�lOY WAM SOlL �: F� ,• r. -w`- ��•�,:.::�=,��;:�-��;!'=;-:. %t� %�, �� '� ;,:�=�.` LAYER OF GEOTEXTII.E •� - .- ;- ��" ...,�_:�i FABRtC OR 4 lNCHES OF .� %� ,� ,,`"� � - HAY COVERED 9Y BUILOING PAPER x�'� •" s;, 'fj � �� - - 's� �' •� i . l � t / OR 2 � ,.�•r�-' j . , ; PIPE �ROM PUMP� - a-.. �i� �:-" _,� ��' '�->-' �� i�' • = �1 - �' . � I" _ j�,y `� �' � • >''�t. � 3 '2 y �f .� !, CLE�AN i�OCK �� _� `i DiVERSlORt FOR ��. 6' TOP SOI L �� .`�. i�� I � � �� SuRFaCE waTER , � =� :. �. ! / �� M� �� ;� �s -.,� _.;:i;:s - •� � ,t'P ��, ,.�r . '�ti:?� : � 3 t�,,�. - �,- -_� �� _ �. r9��j:;� �x. , _�: .:- i S� - _.�` =. ;J �,2: -.-.. ._.._--� � �� OpE � � -'j'` . : . ='f�;;a�;;A::.�'�� SqNe� . _. •.:.. ..; �r:k:-. 0 F ` �� .. g�. ��:-J"��:�f=�;.:. f l� BSp�� _ �-.;;,,;,",�-,�.�z_,, pkFNAlr UP .�- _ ..:�_� ��' .. gq�NRATU� `'°='-�� ER tqYER'�' • �gure E-6 � 1 Mound Systems _ A sewage treatrnent mound is a seepage bed elevated by dean sand fiEl to provide an adequate separation distanc:e beiween the rodc layer in�he mound and a barrier tayer, such as saturated soil c�ndfions or bedrodc. The mound must be carefu{ly constructed to provide adequate sewage treatrnent Mound faitures are usuaily traced in improper design and construction practices. Sewa�e Tr�atme,rtt Mounds l+�r P�rob/e,m Locations Suitable soil provides exceilent treatrnerrt of sewage tank effluent, and the natural topsoil shouid be crtif'ized for treatrnent wherever passibte. However. some locations do nof have soils or soii profiles suitable f�or treatrnent of sewage using in-ground or at grade systems. For i�sf�noe, some soiis do not have the abili�jr to accept effiuent,which is neoessary fo�the proper operation of the soil treatrnen#system. tn ot�r soils, t1�re is seasonat saturatian at depths doser than three feet to the ground surfaoe. suc�that adeQuate verrticat separation of the soif treatrnerrt uni#is not possible und�"natural"oonditions. Soils with a hardpan layer that restrid�s dowrtwand movement of tiquid, or with fradured or petmeabie bedrock, present prob�ms for adequafie irea#ment and/or ac�ceptanoe of sepfic tank efltuent � Mounds Tr+�at Sewage EffiecGverly Properly de.signed and construc�ed sewage treatrnent mounds are an effective method of onsite sewage treatrnent. Research at the Smail-Scale Vi/aste Management Project indicaties that re,sideMia!mounds utilizing pressure distribution wili have 44 peroertt fewer nitrates�tafing downward than a standard subsutface trench system. Sufficient numbers of mounds have been instafted in Minnesota and eisewhere to prove that the mound treatrnent system is a standard technot�y. There are more than 8,000 single-�amily mounds successfully treating sewage in Minnesota. Important factors in the design and successful operation of a sevvage treatmerrt mound are: • location, •size ar� shape, • soil surFace preparation, •construction procedures, •distribution of effluent, •dosing quantitty, and � •quality of dean sand fill. � , A verfical separation of at least three feet is required be#ween the bottom of the rock bed and any restricting tayer in order to maintain aerobic cor�ditions and treat the wastewater. When aerobic conditions e�ast in the clean sand, the long�erm acceptance rate wi�! be 1.2 gaftons per day per squane€aot If the depth to the nestriding layer is inadequate or the rock l�ed is too wide, anaerobic conditions may exist and cause a much siower acoeptance�ate.The possibility of anaerobic conditions occurring in the dean sand, and subsequent hydraulic failure, is a major design consideration when mounds farger than those required for singte-#amily residences ane requi�ed. Mound construc�ion begins with the layer of dean sand, whic� must be at least one-foot thick. The top of the dean sand layer must be level, as must the rodc layer which is placed upon the dean sand tayer. Distributian pipes are ptaoed in the Gean rodc.A sandy loam cap, six inches thidc at the side and 12 inches thidc at the center, is ptac�c! aver the rock layer: Mounds should be located on slopes whenever possible, because as slope increases, the ability of the topsoil to accept and treat wastewater inq�+eases. mmc sbpe:3:t c�taiive �Rg°r' �� recorm�ded:4:1 �'r�11 sarxf ccg� �� €�� perf�ised lolei+d �aR�< < R � _«« .� .�«� �«�c� °�� «<€� ��« t =LLr=iCCLt .LCCCttt L[f .. [C��L�C�Ct�tC KCKc�Ct�Cc[`RLC CKtLtry� tSCiL C i CCQte�cRC � Li�K�[[CiCts� `sees�e4aeesis�s uf��V�eiit' �taR�esss� titCCLtti��i ��Ci[LC�T6C � KL[�CCCiLL LC te LiL�4itiC Kiic � � EEri�'.�__'s _..�cm[� �� cs�e�a�e�seiriiu . GCiKtCCLLCC[t'K G'�� '.`LCtt[C iCCK[e.iC�iiiCt�fiL e TiCti�[�CL�L i :KC`L�ilCCQiLt"c[ccc.t.[[tt`l�t[ CL`�LRK��R� � C C�C[![cftc.C.iCC[LCttt LQtt j SC at least 12'of nottatd soN """` 6.�� tirr�tir�g iayer rou�ned layer F-8 REDWOOD.CEDAR OR . WATER TiGHT 8c LOCKABLE ELECTRIC BOX �a��(4 x 4 min) PLUGS OR ELELTRIC CONNECT[ONS"'� �'L'�C�NNEGTtONS MADE 6'SPACE rnSIDE BOX 2"PVC CONDUTf SCHEDULE 80 � LOOF OF FOWFR CORD POR CLEANING ACCESS CC?YER ��T CHAINED 8t LOCI�D AL GRADE A1't.FJ►,S'['t SEALED CLFANING �W� WIRE FROM POWF.dt SUPPLY • ACCESS RINGS p��Lp�p�A�gspgM�SLpOAP�}yE/Fy�R}O�}�M�D�A ~ r{�/1�fi'31L11 iVl,Yi� n/uI 1 i�M1111�1G1,l /ll�f1 FOR PROPER DRAINBAQC SEALID TANK COVER �EF PIP'E AT TANK MUST•BE LOWER TtL4N PLAST[C ROPE OR CHAW UNION TO GEC ELEVATION FOR DRAIIVBAQC. wrrt�nlvcHOR A 114 INCN WEEP HOLE MUST BE USID . ALARM FLOAT ON SEPARATE W�PHOLE IIECfR1CAL CQtCU1T NOTES:ELEGTEtICAi.WiRE FROIVi�POWER SUPPLY STAgT� � MUSP NOT RUN OVER ANY TANKS BVT 3„ •. MUST BE I.AID BESIDE O?F�R TANKS AND MUST BB Pi.ACED IN CQNDUIT SH J'�-�iFF�LV . ALONG POST PUMP CONTROL FLOAT ELEC-TRICAI-C4RDS FROM PUMP AND � FLOATS MUST BE RUN TI�tOUGH CONDUIT. WIRES CANNOT HAVE GROE]ND COM'ACT. _ �aure F-8 REt�ICil. . . MeWi6 � *' � _ ,� ,� � � r �-�T � oun�T f' 3, 'y��+ ~. _._�SCUM CLEM SPAiGEw_:� � p,.EAN OUT Tlwc an�EN' �. --- —' '� 7�C IS '.�'CR tFSS QR . – _ ••••�' + g �8'�IS 12'OR L.ESS � � :�: .•. • . . . • , . `. �' � . �, �A•;;:�; ',:�.:.:•, t � :.:_• �.�;! BIA�K �s SWOGE :r��::�i:�s ��'E �;:" LaAYf��R FltOM IJOtJ10 .,,. . .•�.. .+� ' :�• MEASURE SCUM A�11D SIUOGE ACCUMIiLAT10NS 0 N TNE SEPTiC TANK ' DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED 10��S'lo ADDRESS S j"�v�� OWNER � ��5��`� TELEPHONE NO. CONTRACTOR r'��-5 a DESCRIPTION � �1� �S U�lr l—= C /��'d� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: a S �,' �S lJ PS •��'� c��-�rv �� !' ��r.�, ��.�� /��'�v� 0 � � � 0 � � ° t�7-rlecl So; � ,�4�- ! -r� W � f �� Q � n� �,� �! r�.�c-�,el ' Q z /�l� v n c,/ W � W � � d � �URK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQU►RED.CALLTO ARRANGE ACCESS. Ca11 tor the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: � Inspector. y Whlfe Copyllnspector's File Canary CopylSite Notice DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �� '� PERMIT NO.ao�D—o�b Z� COMPLEfED ADDRESS � �`J✓� � �l� �G� OWNER ��I SSo( "� TELEPHONE NO. CONTRACTOR ��A�'��S �i�C� J'UiI.IS � DESCRIPTION ��P� � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLiNG Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP O COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL SEPTIC INSTALL ❑ HARD C�VER REMOVAL J ❑ PLUMBING RI SEPTIC FINAL ❑ FOUNDATIOWREMOVAL � OWNERICONTRACTOFi TO MEET YOU:_YES_NO � COMMENTS: � W a o �- I �� G��5. �7�,��..��A� l� �. � � ,�C� l— '� �c>C t� L3 P� °C � ��--�T � � l -f�c �' Q � z � � S �u.` ( -�- 5� �,�.,_ -�-E-E� W � � O � ❑WORKSATISFACTORY:PROCEED ROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISS E CERTIFICATE OF OCCUPANCY 0 ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECANDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-460� Owner/Contractor on site: Inspector. _, White Copyllnspector's File Canary CopylSite Notice GJ� //D-A� TIME v CITY OF ORONO CALLED IN �L� INSPECTION NOTIC�lD Z .� SCHEDULED ��7'�� ! PERMIT NO�!!'� COMPLETED ADDRESS ��.� 9�� G�'�KJ �C= OWNER TELEPHONE NO. 6��"�S <S'�� CONTRACTOR G�d� 1�/�2'LIQ� >; DESCRIPTION /G2� ' '� �' � �� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREM/ETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPIAiNT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL � HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o � L%L�(� G-� c cc�� -f'� iL � � c1 C cl �. � o � � �: - � � 'Z� � Q S'�.r ;3.'�^, -�� w � Q � Z W � W � j � �RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR W4LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �� f�� White Copyllnspector's File Canary CopylSite Notice