The URL can be used to link to this page

Home My WebLink About2012-00426 - new septic CITY OF ORONO * Z 0 1 2 - 0 0 4 2 6 * 2750 KELLEY PARKWAY DATE ISSUED: 06/19/2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 75 LEAF ST PIIV : OS-117-23-11-0014 LEGAL DESC : GRAHAM HILL PRESERVE 3 : LOT 1 BLOCK 3 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. TOTAL 205.00 MONTROSE, MN 55303- (763)479-1762 PAID WITH CC# 5293 Minnesota State License#: 640 OWNER KAPSNER,JASON&JULIE 760 DICKEY LAKE ROAD LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT Thc 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 additionai 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 specitied herein.This permit will expire and become null and void if construction authorized is no[ 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 are re nforro�nce with t e State Building Code.This permit may be `j ' � �evoked �m or e ca e. � ' � � �-�C �- l � � l / i� �l - � �� — �� . � � �r ,� � ... �� Applicant Permi e ure Date Issued By Signature Date i SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. f .•r City of Orono ��/� FOR CITY USE ONLY �4��0 P.O. Box 66 Date Received: �•- f 1�S Permit# �. '�= C � � -L- � 2750 Kelley Parkway 7 �s �` t -- � �� t�� Crystal Bay,MN 55323 � .. �, � ��'��o� (952)249-4600 Amount: $ (.j L�i.- . ',�i�// ? CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) �� Job S�fe=��.wr�er��r�#n�s ,� �� ,��, �� ';�;. ,.�.. .. .�- ., . . . Site Address: � � L--� �� Owner: ��`��-`� �''� `�` � `��"l Mailing Address City: Zip: Home Phone: Alternate Phone: ��,�� ontrac#or�k.:A��licant lnformation �_ { � �, � ,m�� C. -�S �� `�,'4 �/ C�ntract�r/AN�.. vI 5 C�ntact rers�n. �-�r Address: G � � � "� 5�` S� � State License #: � � � � City: �''�'"�'""s� Zip: �S� �3 Expiration Date: Iv o v_ Z o l -� Phone: � �` 3 � � � � ' �?�Z Aiternate Phone: � � Z� � �l �SZ E n;' � �� Y ��T`YF;E��i�3�..�J��C�G ��At� �� "�+�' ,'`."� � ��.. ",~ � , : �,� E � .� . .� : : . , a a.. . � � Residential ❑ Commercial ❑ Other PERMIT TYPE AND FEES �, `�- --_-- New or Replacement System $200.00 2� � Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Total $ Z � � `+ W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 1 / 2 � � r � ** ATTENTION APPLICANT ** Fill in all a ro riate blanks and check all a ro riateboxes. I will be installing the following: a ks Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: � Size of Tanks: � � � � ` � � �' � � a� Treatment System Trenches s.f. � Mound � �� 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 correct. �� Signature of Applicant Date: �� MPCA License No.: L � � � . Staff Review: �Accept ❑ Denied Reviewer: � � �`�� Date: � '��—�� Reason for Denial: Comments (to be printed on inspection card): W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 2 � 2 r - CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION 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. *'�* DO NOT MAIL PAYMENT WITH THIS APPLICATION *** 2. Permits will be only issued 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. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand must be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shalf be present during all inspections. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. W:\(Permits)�SepHc Permit Application-Updated Surcharge 07-28-1 l.doc . Y 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 Revised August 21,2011 February 08,2007 BPS Properties LLC. 75 Leaf Street Orono,Hennepin County '1'his on-site Scwage Treatment System is designed for a Type 1,five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The periodically saturated soils were locaied at 18-30 inches(mottled soil).Due to The periodically saturated soils,a pressurized Mound System will nced to be installed to treat septic effluent.The bottom of the treatment area must be located at least 3'above the saturated soils. Use 7/32 inch perforxtions on the latcrals. The soiis at a depth of 12"have a percolation rate averaging 9 MPI. �R�'N�CO,pIr A]1 neighboring wells are located greater than 100'away from proposed treatment area. All tanks need to be insulated if there is less than two feet of cover over the[op of the tanks.A filter needs to be installed on the second tank.Clean outs musc be installed on the end of the laterals for maintenance. A pumping chamber will need to be installed to lift the ef�luent to the treatment area_The power supply and Switches must be located ouuide the manholc and pumping chamber in a weatherproof enclosure.A waming device must be instalied with light and sound devices;this is in case of a pump failure.The manifold and supply line must have back drainage to the pumping chamber. Keen a116eavv e4uipmeot of�'of the nronosed treatment areas before durine and after construction The area around both sites must be fenced off bv the contractor before anv construction beains This Desi¢n is not valid and the Svstem will need to be relocated if failure to orotect the areas ur000sed for On-Site Sewa�e Treatment occurs. With proper installation and maintenance,this system should have no problem in treating scptic eftluent effeclively. Nothing other than gray water,(laundry,showers,etc.)Human water and toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommendcd.Additives must not be used;they may cause harmful damage to your septic system.It is recommended that you pump the tanks every two years Si ly, Joseph J.Olson pRONO COPY ��';'�'��,'�RdNa �Et'�'IC� bit'T L Ai E� Y'NSPECTO AATE PERMtT N4.,,,,_._____,y,_, �tPPROVED AS S[:Bi�(ITTED �] APPROY�p WITH CORRF:CTIONS AS NOT6D p 1110T APPROYED-CORREC7'&REStieMIT ��H��rilA��''��a�� Tbcsc commeats�re for your informxti�m. AJI work shatl be done vf]�,vu �M Fi+t1 compliance with all applicable septic and zoninb cude. �Wt1�t t�t�SIt3�'3NI AldV 'SW00�a38� kequircments including items not specilically notcJ in Uiis rcview. ��,Q�t��i�` �� KEEA 7HiS P4AAI SET�Ai SITB AT ALL TIA9GS . ' -- -- 3 - ____-- _-- ---- - -__---- __ __ __--- _-- . -------- _ -------- . ------ ,_ ,�: _._....___------�:.;y�.x,��5�a _; ;; ,_� :iuiisa)uon jo��xl pere��s s,uos�p�isn?l GLL8'8GhfE9L�fld �r L ;;T� 7��:U ci��nid — , —, ,____'__' � _ _._ . ' .-,-�" �Y ''%.� . _ . ..___. ...____-_".i__.._.____...___ __.._ __.. ... ........ . . .___....__."__ ... ..._.... . ...._ /1� — �I ,l., I( :�J �e. � � � � N�� .. �_.__—__._ � � _,j � 7�.-?r'.'.. �..:t��r:,(0,Sjf�OJd / –_� � J _ � sa�!(9n Pano�aapun if��I��(� _ _ ' '�'J, \ i i .�rd ��q�� .y� � � � �I � � F-`.�FL� '1'••1a��"6 a�►.�e �_L / ( �� ti �i Qo,�ei�a 4�i `�-__� � / j � � ,� � ` � � I �� „ � �a��s � / � .�� J � � ' `� - _�`�� ; ;� � ��.d :;z�.z,No�, �w J _ / � C_, >><U,; l A� -,: i •y r;a ,.y_. / 7� � � �4� / / � \ "��\y �1?�d� / � dG „;Y'!G-�fic'liS , / �V 1� /, q�iv71�^�;/ /\ ' � �`>� I :��r i • ,� ��.�,-� � � �� '� �,_ �.ic� � �� j �,� � L_�/� � i � .� \ �; � � ,a � � I �� ''� �,/ � � d � � �i ; � � � � �� , � / �— � ,, � � � '. ;' I% , � �:,� \ � � �Mf:, . �� _ ��. .. �� ai;^ � � / �'��., ,�� _ � � � , �E �� . ,/ � �.� �� a-�,�,`� c� � " � � �� \\� � �� k �l_,_ L ;��' — ''� i %' -� � �;�''__s. ' , , ; � 1.., _� �- �,.. �\,�\ i- ,+ �.� �1.§�6w i . �' �� rv�- : ' � . _ �1 �g. 1 .« .+ ��.�b { �ta>77k E9 ,{ ar" �_� �'�.�� Y, �.� i � e� 5��1; :B {. � ., in � :��r�'.. ,_ .`.. - . `� , . � .,, _.•��_. .. � . , `-_ .� .. :.. . ;`. ^. 1.__. � . _ � _ .-.. t..� - � . �� .. ._r � , � ...–� -`-- �� `' �; _-. . ,., o I _ _._-. . i' �___a,�-----� ' --�r, ..-,s,�� :�-�, �-` . , � � r � �� ' �$� �� s ;� S 1 �3� . �� 1 � � � � �:� � ��,� -,� � �.. � 7�� 9� o e`��v� � � 3�� ;, �� `� �� cs . � �� x �� •��k - "� � � �� g� �� ,� �r�� `$ � r•a �� r � �►�-� ��x ffi �� F_x� �� - S s 3g �...V � .�r a�� 7 0 � �,`! �' � c'� i '��m�"'�s� v C � G J �� 1 : �� ' � in��;3 a :� �� .1�n��; 3�'�� A � �' � J � � �� Q`� - � N `� t J t�.. `�-t = y O }� � *�� r� R ' e i o * s -�� q� �"�� .��T ,.5 � � G, Q Y, � H Os �� $ � � ��°� '� �� °`' o:-� I� � to= � o T � O =� �� Y y� � I' � w� � � � � � �O 1 � � � �t G. Y. "' ,� S � �� a� . '� � �. ,. �, o �; �� , � 'R � �� 1 �'� yd � +� � 0 �* M � �n' �� E� - s � C � D� a =� $� ., A �a� � 0 aaco � � ' � R Oaa �C � � ,, �c � N��x � �� . � � . gz �� r�� =� � « �_" �� g ��I°� o a ��a� � � � '� . a0�¢ g -�-t3 �3 i : .'�� 9 . a �Q� � _ �'� f�Q —� a�', S � o � w � � . } a� �.b t`�� A � �J o � O �`:� � � � �� 4w�� •� ;�, �� Q ,� �� P�r�� « ��: 1��I��t� A � '� w �' � '� ��7 " �' O D � � � � �1 N OSTP Design Summary Worksheet UNIVERSITY �'"�� Mi�nesota Poilutbn OF MINNESOTA Cor�trol Agency z aL�r. Properry Owner/Client: BPS Properties LLC. v 11.05.31 site nddress: 75 Leaf Street, Orono,MN 55356 1. AVERAGE DESIGN FLOW: A. Design Flow: 750 Gallons Per Day(GPD) IYote: The esttrriated design Jlow h wrtsldered a peek Jlow rate tncludfng a safety fac[or.For long term performonce,the average dnily Jlow is recommended to be� B. Septic Tonk capacity: 2250 Gallons 6ox of thrs vatue. �, Number of Septic Tonks or Compartments: �� Effluent Screen 8 Alarm? Y2S Type d Soil TieatrtieK and Dispersal Area• Type of DLstribution* Q hench�s Q Bed Q Mound Q At-Grade �Gravily Distribution Q Prtsswe D6tribution-Level Q Presure Dish�l�utbn-Unkvd �Dr1P Distribution �None-Holding Tanks Onty 'Selection Required Berxhmark Elev= ft SY��TYPe Benchmark Location: QQ Type I ❑Type II ❑Type I II ❑Type IV ❑Type V Type of Distribution Media: rock D. Pump Tank 1 Capacity: ��Gallons Pump Tarrk 1 Capacity: �Gallons 2. SIIE EVALUATION: A. Depth to Limiting Layer: 18 inches 1.5 ft Elevation of Limiting Layer: 974.4 ft B. Meawred PercenL Land Slope: 5.0 % 0.0 C. Soil Texture: �— Loam—� Percolation Rate: �Mlnutes per Inch D. Soil Hydrautic Loading Rate: U.60 GPD/ftZ E.Contour Loading Rate 12.0 Gal/ft 3. DESIGN SUINMARY Trench Design Summary Absorption Area ��ft� Sidewall Depth �9n Trench Width ��n Total Lineal feet �ft Number of Trenches � Maximum Trench Depth �� Designet's Max Trench Depth in Bed Design Summary Absorption Area C�ft� Media Below Pipe �in Bed Length ��ft Bed Width �ft Maximum Bed Depth ��in Designers Max Bed Depth �� Mound Design Summary Absorption Area 625 ft Bed Length 83 ft Bed Width 10.0 � Absorption Width yp,p ft Clean Sand Lift �,5 ft Berm Width (slope 0-1°,6) �ft Upslope Bertn Width 11.7 ft Downslope Berm Width 20_0 ft Endslope Berm Width 12,p ft Total System Length 87 ft Total System Width 42 ft At-Grade Design Summary Absorption Bed Width ��ft Absorption Bed Length ��ft System Height �ft Absorption Bed Area �ft2 Upslope Berm Width �ft Downslope Bertn Width �fl Endslope Berm Width �ft System Length �ft System wdth ��ft OSTP Design Summary Worksheet UNIVERSITY .�,'4 Minnesota Pollution OF MINNESOTA Control Agency � ��- Preswre INstribution Summary No.of Perforated Laterals � Perforation Spacing �ft Perforation Diameter 7/32 in Lateral Diameter 2.00 in Supply Pipe Diameter��;n Minimum Dose Volume � Flow Rate 36 GPM Total Head �ft Maximum Dose Volume 187.5 Hotding Tanks On(y Number of Holding Tanks � Total Volume of Holding Tanks � gallons High Level Alamt? C� 4. ORGANIC LOADiNG(if pretreatment is being used) Organic Loadinq to Pre-Treab»ent Unit =Design Flow X Estimated BOD fn mg/L in the effluent X 8.35 T 1,000,000 � 4P�1 X ��mg/L X 8.35=. 1,�,�� lbs BOD/day Catculate System Organic loadinq: lbs. B00/day +Bottom Area =lbs/day/ft2 �lbs/daY T �ft�- �lbs/day/ft2 Comments/5pecial Design Consideradons: I hereby certify that I have completed this work in accordance with all applicabte ordinances, rules and laws. Joseph J Olson 0 08/21/11 (Designer) (Signature) (�icense#) (Date) � OSTP Mound Design � UNIVERSITY ,`° %�� Mi�nesota Poilution �/orksheet > 1% Stope OF MINNESOTA ,.,x`� ��"""�' Control Agency .,�� • SYSTEM SIZING: v 11.05.31 A. Design Flow fFlow&Sorl- 1.A) : 750 GPD Tabie i MOUND CONTOUR LOADING RATES: B. Soi(Loodinq Rute(F(ow&Soil-3.C): 0.60 GPD/ft1 , conco�,r Mcawrad Toxturc-darivod Derc Ratc �R nwund absorption rati �oading C. Depth to Limiting Condition: 1.5 ft �t,; D.Percent Land Slope: 5,Q % =60rnpi 7.0. 1.3.2.0,2.�,2.6 -12 E. Design Medio toading Rate: 1.2 GPD/ft2 bt-�20 mpi oR s.o <u F. Mound Absorptron Ratio(Table IXa): 2.00 : �20 mpi' -5.0' -e� G. Des9gn Contour Looding Rate: 12.0 GPD/ft 'Systems with these values are not Type I systems. (From Table I -same as Linear Loading Rate) Contour Loading Rate is a recommended value. 2. DISPEitSAL MEDIA SIZING A• Catcutate Required Dispersa(Bed Area:Design F(ow (1.A):Design Media Loading Rate (1_E}=ft2 If a targer dispersal media 750 GPD= 1.20 GPD/ftZ = 625 ft2 area is desired,enter size: 630 ft2 B. Calculate Dfsperwl 8ed Width:Contour Loading Rate (1.G):-Design Media Loading Rote (1.E)=Bed W1dth 12.0 ft = 1.2 gpd/ftZ = 10 ft C. Calculate Dispersal Bed Length: Dispersa(8ed Areu (2.A)=Bed�dth (2.6)=8ed Length 630 ftZ = 10 ft = 63 ft D. Select Dispersol Media: ❑RoCk ❑Other At�proved Media 3• ABSORPTfON AREA SIZING Note:Molind setbocks are mevsured from the Absorption Area. A. Calculate Absorption Yl�idth:Bed Width (2.6)X Mound Absorption Ratio (1.F)=Absorption Width 10.0 ft X 2.0 = 20.0 ft B. For slopes>1%,the Absorption Width is measured downhill from the upslope edge of the eed. Calculate Downslope Absorption Width:Absorption Width (3.A) -Bed�dth (2.6)=ft 20.0 ft - 10.0 ft = 10.0 ft Comments: S[ope, CLR Choice,Material iswes , 4. MOUND SIZING A. Calculate C(eon Sand Lift: 3 feet minus Depth to Limiting Condifion (1.C)=Clean Sand Lift (1 ft minimum) 3.0 ft - 1.5 ft = 1.5 ft Design Sand Lift (optional): �� B. Calculate Upslope Height:Cleon Sand Lift (4.A)+media depth (1 ft.)+cover (1 ft.)=Ups(ope Height 1.5 ft + 1.0 ft + 1.0 ft= 3.5 ft D•34:51opeMul!iplier iable Li11d SIOp!9'e 0 1 2 3 � 5 6 7 8 9 IO 11 12 1J 1� IS 16 il 18 19 10 21 12 13 14 25 Upslope 3:I ;.00 2.91 2.dJ 2J5 2.6E Z.51 2.SJ 2.J8 2.a2 2.3b 1.?I 2.25 2.2I 7 t7 i.'.3 i.CL :.05 2.03 2.00 1.L7 1.95 I.S"s I.St 1.89 1.67 I.dS 69rm Rd;o 4:1 d.00 3,85 3.70 3.57 3.d5 3.33 3.?3 3.t2 3.03 1.9.i 2.86 2.78 2.70 2.62 2.55 2.J8 2.�t 2.35 2.29 2.23 2J8 2.i3 2,08 2.03 1.98 t.93 Li�ld$IOp!.°�'0 0 I 2 ; < 5 6 7 6 9 10 1 I t2 13 14 15 16 17 18 t9 20 11 22 23 24 25 �pif�SlOpP 3:1 ;.O!'r 3,05 3.19 330 3.J1 3.53 3.56 i.RC 1.95 J.II �.29 d..i9 �.69 �.95 5.2a i55 5.89 6.2J 6.63 7.01 7.a7 '.93 8.12 8.91 9.�6 !O.D2 BPI'�l R,i10 J:I �.p0 1.l7 J,;S J.54 a,�6 S.QO 5.25 5.56 5.88 6.25 6.67 7.1J 7.69 8.29 8.92 9.57 10.2J 10.9J 11.67 12.J2 5;.19 ;3.99 IJ.E2 i5.67 16.Ss I7,.I.i � Select Upsfope Berm Mu(tiplier (based on land slope): 3.33 (figure D-34) D. Calculate Ups(ope Berm �dth:Multiplier (4.C)X Upslope Mound Height (4.6)=Upslope Berm�dth 3.33 ft X 3.5 ft = 11.7 ft E. Calculate Drop in Flevation Under Bed:Bed�dth (2.B) X Lond Slope (1.D)�100=Drop (ft) 10.0 ft x 5.0 % : �00= 0.50 ft F. Calculate Downslope Mound Height: Ups(ope Height (4.B)+Drop in E(evation (4.E)=Downslope Height 3.5 ft + 0.50 ft = 4.0 ft G. Select Downslope 8erm Multiplier (based on land slope): 5.00 (figure D-34) H. Calculate Downslope Berm�dth:Multiplier (4.G)X Downslope Height (4.F)=Downslope Berm Width 5.00 x 4.0 ft = 20.0 ft 1. Calculate Minimum Berm to Cover Absorption Area:Downslope Absorption Vl�idth (3.B or 3.C)+4 ft. =ft 10.0 ft +� ft = 14.0 ft J. Design Downslope Be�m =greater of 4H and 41: 20.0 ft K. Select Endslope 8erm Mu(tiplier: 3.00 (usually 3.0 or 4.0) L. Calculate Endslope Berm (4.K)X Downslope Mound Neight (4.F)=Endslope Berm Width 3.00 ft x 4.0 ft = 12.0 ft M.Calculate Mound Width: Upslope Berm Width(4.D)+Bed Width (2.6)+po�slope Berm Width (4.J)=ft 11.7 ft + 10.0 ft + 20.0 ft = 41.7 ft N. Calculate Mound Length:Ends(ope Berm Width (4.L)+Bed Length (2.C) +Endslope 8erm Width (4.L)=ft 12.0 ft + 63.0 ft + 12.0 ft = 87.0 ft 0. If using a registered product,enter the Component Length: �in, : �Z ��pt. P. If using a registered product, enter the Component Width: C�in, = 12 �ft. Q.Number of Components per Row =Bed Length (2.C)divided by Component Length (4.0}(Round up) 63 : �� _ � R. Number of Rows =Bed Width (2.6}divided by Component Width (4.P} (Round upy Adjust Contour Loading Rate on Design Summary page until this number is a whole number C� � C� �� 5, Tota(Number of Components =Number of Components per Row X Number of Rows �� X � � . �. � MOUND DIMENSIONS ^ -----------Upslope (4.D�---- ��.�------ ------- -_ �r , ., ; , � � � � � � � Endslo e (4.L► Dispersal Bed: (2.B x 2.C) ' � � Endslo e (4.L) � 1�-� 10 X 63 � 12;0 , m � s ' a, ' � � � � U ' c � � � ; � O ' � � � � � v � Downstope (4.J} zo.o '� � ------------------------------------- —-------- Total Mound Len th (4.N) 87.0 4" inspection pipe 18" cover on top U slo e berm (4.D) Downslo e berm 4.J 20.0 11.7 12" cover on sides '� (6" topsoit) 1.5 Ctean sand lift (4.A) 1.5 � t- �; �. � �!i� � . ;._`:�>>:i�,= � :!'i ��,�,_ ,_� . Absor tion Width (3.A) - - - - Note: 20.0 For 0 to 1% slopes, Absorption Width is measured from the Bedequatly in both directions. For slopes >1�, Absorption Width is measured downhill from the upslope edge of the Bed. OSTP Pressure Distribution Minnesota Pollution • UN I V ERS[TY � - C o n t r o l A g e n c y Des�gn Worksheet OF MINNESOTA � ,�� 1. Select Number of Perforated Latera(s in system/zone: 3 CiQO� ��p��1,�° ��' Minimum� 4�� (2 feet is minimum and 3 fee[is maximum spocing) G A'perforatians spaced 3'apart 2'of rock 2. Select Perforation Spacing: 3.0 ft � 1z� ��ca�n�n� �. s�� o�o��o�� 9"ofrock'�o��o��b�o��s�a �o _o`oo'�o��o'i�"po or' �� s'o' oCEio`7u�"-�Sd' 3. Select Perforation Diameter Size 7�32 1n�h per�ora[ion sliing'h'[o Y" Perforation acin :2'ro 3' 4. Length of Laterals =Media Bed Length-2 Feet. Perforatfon can not be closer then 1 foot jrom edge. v 11.05.31 63 - 2ft = 61 ft 5• Determine the Number of Perforation Spaces. Divide the Length of Laterals (Line 4)by the Perforotion Spacing (Line 2)and round down to the nearest whole number. Number of Perforation Spaces = 61 ft .- �ft = 20 Spaces 6. Number of Perjorations per Lateral is equal to 1.0 plus the Number of Perforation Spaces (Line 5). Perforotforrs Per Lateral = 20 Spaces + t = 21 Perfs. Per Lateral Check tvbfe below to verijy the number of perforations per(ateral guarantees less thvn a f0%discharge variotion. The votue is double if the a center rtwnifo(d is used. Maximum Numbe�of Perfaratiom Prr t.strral to GauraMev<70%D'escharge Variation ',Inc P orationz 7l32 Inch Pc'io�aciorx Pipe Diartfetcr tlrxhesy Perforatio�Spacing Pipe Diameter(4ncF.es> Perforation Spscing(Fce[) t tiE 7vz 2 3 lFeetl 1 7S4 tv: 2 3 2 10 13 1a 30 60 2 1/ 76 21 3a 68 2t� 8 12 16 28 54 2r 10 1a 20 32 64 ; 3 B 12 16 25 52 3 9 14 19 30 60 � 3%161nch Pe�rforaiiom 1:8 Inch Perforatio+u I PerFontion Spxing IFeet) Pipe Diametor(InchQzl Perforation Spxi�g Pipe P:ameter Iinchas) t �w 112 2 3 (FQet{ 1 tu f�4 2 3 � 2 1Z 18 2b 46 67 2 21 33 i4 74 144 2tZ 72 17 2� 40 80 2v: 20 30 47 69 135 3 12 16 22 37 TS 3 20 29 3a 6A 12E �- Tota[Number of Perforntrons equals the Number of Perforations per lateral (Line 6)multiplied by the Number of Perforated Laterals (Line 1). 21 Pert. Per Lateral X �Number of Perf. Laterals = 63 Total Number of Perf. 8. Calculate the Square Feet per Perforation. Recommended value!s 4-f0 ft z per perforation. ""`°^"°"01di�'��GPMj Does not apply to At-Grades ,,,,,�„> '�``°`�"°�D1a�` ,,. ,,,. -,� ,,. Bed Area = Bed Width{ft)X Sed Length(ft) �.0 o.�s o.si o.0 o.ss 1.5 0.22 O.S1 0.6f O.! 10 rt x 63 ft = 630 ftZ i� a.x 0.59 a.p ,A. :.s o.r a.� a.n �.,� 3.0 0.32 0.72 O.f! 1.m Square Foot per Perforotion =Bed AreQ divided by the TotQ(Number of Perforntfons (Line 7). •.� �.» o.� ,.,� ,.•� S.0 0.�1 0.97 /.T6 1.65 Dwelli�s with J/t01rch to 1/s i�ch 630 tt2 .- 63 pertorations = 10.0 ft2/perforations '`°°` v�•�a.�� Dwelfl�s with�/8 irich perforat6i¢ 2 feec p�1xr eua0lhMnenn and MSTS wk�3/16 9. Select Minimum Average Head: 1.0 fC Inc�to II11nc�D�No�atiom 5 feet aher estaMkhnents and N57S wit�t/6 inc� pertoratbm 10. Select Perforntion Dlscharge (GPM)based on Table III: 0.56 GPM per Perforation �1• Determine required F(ow Rate by multlptying the Tota!Number of Perforations (Line 7)by the Perforation Discharge (Line 10). 63 Perforations X 0.56 GPM per Pertoration = 36 GPM � OSTP Pressure Disfiribution . UNIVERSITY ti�L'�' Minnesota Poliution pe$l�n WOrk$�Q�at OF MINNESOTA ;��,e�;�: Control Agency ��` 12. Select Type of Manifold Connection (End or Center): 0 end ❑ Cenoer _------ - -- 13. 5elect L.otera!Drameter: 2.00 in Table 11 Volume of Liquid in 14. Volume of Liquid Per Foot of Distributton Plpi��: 0.170 Gallons/ft Pipe Pipe Liquid 15, Volume of Distribution Pipfng = Diameter Per Foot _[Number of Perforated Laterals (Line 1)X Length of Laterals (Line 4)X (inches) (Gallons) (Volume of Liquid Per Faot of Distribution Piping(Line 14)) 1 0.045 �� X 61 ft X 0.170 = � 1.25 0.078 gat/ft 31.1 Gallons 1.5 0.110 16. Minimum Dose=Votume of Distribution Piping(Line 15}X 4 2 0.170 3 0.380 31.1 gals x 4 = 124.4 Gattons 4 0.661 _,-oeanoucs ---- -'-- _, mani o pipe� . , I . � �� Manifoid pipe, i , � ` pipe from pump , � , lean outs �Altemate laation � of pipe from pump � �• � altemate laation ri from um of i e from um OSTP Pump Selection Desi�n � Minnesota Poliution UNIVERSITY �'"'�� Worksheet OF 1�INNESOTA ,;,� ,�� Control A enc 1.�, 1. PUMP CAPACITY v 11.05.31 A. Pumping to Gravity or Pressure Distribution: O��h OO P�� Setection required 1. if pumping to gravity enter the gallon per minute of the pump: �GPM 2. Is the pump for the treatment system or the collection system: QQ Tzatmmt system Q conection sys�m Selection required for worksheet to work properly 3. If pumping to a pressurized treatment system,what part or type of system: ❑Soil Treatment Unit ❑Media Filter ❑Other 4. It pumping to a preswrized distnbution system: 36.0 GPM (Une 71 of Pressure Dlstribudon or Line 10 of Non-leve!or enter i/Col(ection System) 2. HEAD REQUIREMENTS � reatme�+sys em 3. Elevation Difference 13 ft &point of diuharge between pump a�point of discharge: �" �n NOTE:!F system is an individual subwrface sewage[reotment w�� system,complete steps 4-9. If system rs a Collection System, ��v�ae 0 Eie�erion%' skip steps 4�5�7�lld 8 Qlld QO[O S[PP 1O. d�Herence -..-.--_:_.- __.._ --.. ---._..... � . 4. Distribution Head Loss: �ft � � ---------------------------- ------------- 5. Additional Head Loss: �ft(due to special equipment,etc.) h�Friction Loss in piastic Pipe per 100 ft Distribution Head Loss (C=130) Gravity Distribution = Oft Nominal Pipe Diameter Pressure Distribution based on Minimum Average Head Flow Rate � �� y� 2 3 Value on Pressure Distribution worksheet: 10 9.11 3.08 1.2T 0.31 --- Minimum Avera e Head Distribution Head Loss �2 �2_77 4.31 1.78 0.44 --- 1ft 5ft �4 16.99 5.74 2.36 0.68 --- 2ft 6ft 5ft 10ft �6 --- 7.35 3.03 0.75 0.10 18 --- 9.14 3.76 0.93 0.13 6. A.Supply Pipe Diameter: 2.0 in 20 --- 11.11 4.58 1.13 0.16 B.Supply Pipe Length: 85 ft 25 -- 16.79 6.92 1.71 0.24 30 --- --- 8.69 2.38 0.33 7. Based on Friction Loss in Plastic Pipe per 100ft from Table I: 35 -- --- 12.90 3.18 0.44 40 --- --- 16.52 4.07 0.67 Frtctlon Loss= 3.32 ft per t00ft of pipe 45 --- --- --- 5.07 0.70 g, Determine fquiva[ent Pipe Length from pump discharge to soil dispersal 50 --- --- --- 8.16 0.86 area discharge point. Estimate by adding 25�to supply pipe length for 55 --- -- --- 7.35 1.02 fitting loss. SupplyPlpe Lerrgth(6.8) X 1.25 @ Equivalent Pipe Leng[h 60 --- --- --- 8.63 1_20 65 --- --- --- 10.01 1.39 85 ft X 1.25 = 106.3 ft 7O ___ ___ --- 11.48 1.60 9. Calculate Supply Fric[ion Loss by multiplying Friction Loss Per 1UDft (Line 6)by the Equivalent Pipe Lengfh (Line 7)and divide by 100. Supply Friction Loss= 3.32 ft per 100ft X 106.3 ft t 100 = 3.5 ft OSTP Pump Selection Desi�n UNIVERSITY � "�� MinnesotaPollution Worksheet OF MINNESOTA ;�F; ^' Control A enc . � .._:.:�,,�y 10. Equivalent length of pipe fittings. Equivatent Length Fxtors(ft.)far PVC Pipe Fittings Section 10 is for Collection Systems ONLY ond dces NOT need[o be completed for individua(wbwrface sewage treotment systems. Fitting Type ��ameter(in.) 114 2 3 Quantity X Equivalent Length Factor=Equivdlent Length Gate Valve i.07 7.38 2.oa 90 Deg Elbow 4.03 5.17 7.67 Fitting Type Quantity Equivalent Equivalent 45 Deg Elbow 2.15 2.76 4.09 Length Factor Length(ft) Tee-Flow Thru 2.68 3.45 5.11 Tee- ranc ow 8. 1 . 1 . Gate Valve X - Swing Check Valve 13.40 77.20 25.50 90 Deg ElbOw X = Angle Valve 20.10 25.80 38.40 45 Deg Elbow X � Gtobe Valve 45.60 58.60 86.90 Butterfly Valve - 7.75 11.50 Tee-Flow Thru X = Tee-Branch Flow X = NOTE:Equivalent length values for PVC pipe fittings are based on calculations using the Hazen- Swing Check Valve X ` Williams Equation. See Advanced Designs for SSTS Angle Valve X - for equation. Other pipe material may require Globe Valve X _ different equivalent length factors. Veriry other equivalent length factors with pipe material Buttertly Valve X = manufacturer. Valve 10 X = NOTE:System installer should contad system designer if the number of fittings varies from the Valve 11 X ' desiQn to the ac[ual instaltation. A. Sum of Equivalent Length due to pipe fittings: �-�ft Hazen-Williams Equallon for h B. Total Pipe Length =Supply Pipe Length(5.B)+Equivalent Pipe Length(9.A.) 1�.5 C� f� + �� ft -��ft j'.r - D-�.s� � �Q-C)t.ss �L C, Hazen-Williams friction loss due to pipe fittings and supply pipe(h�): Q in gpm L in feet D in inches C=130 (10.5 .- Pipe Diameter'�87) X (Flow Rate + Constant)'�°5 X Total Pipe Length(10.6) {10.5 + �_�in4.a�� X ��gpm+130},86 x �ft `��ft �1• Total Head requirement is the wm of the Elevatfon Difference (Line 3),the Distribution Head Loss(Line 4),Additional Head Loss(Line 5), and either SuppEy Friction Loss(Line 9),or Friction Loss from the Suppty Pipe and Pipe Fittings for collection systems(line 10.C) NOTE:Supply Friction Loss(Line 8)need ONLY be used if NOT a tolfection system. NOTE:Friction Loss from the Se�ppiy Pipe and Pipe Fettings(tine 9.C)need ONLY be used if system is c cotfection system. 13.0 ft + 5.0 ft + ��n + 3.5 ft = 21.5 ft 3. PUMP SELECTION A pump must be selected to deliver at least 36 GPM(Line 1 or Line 2)with at least 22 feet of total head. Comments: Pump type Loqs of Soil Borinqs License#810 Location or Project: 75 Leaf Street Borings made by: Rusty Olson's Soil and Perc testing ?J08/07-8/15/11 Classification System: AASHO ; USDS•USDS-SCS X ; Unified ; Other Auger used (check two�: Hand_X_,or Power , Flight, Bucket or Probe_X_ Boring Number_1_Surface elevation_978.0_ Mottled Soil at_2.5_feet 0"-12" Dark brown loam 10yr3/2 H20 present at_X_ 12"_22" Brown loam 10yr4/4 22"-30" Brown loam 10yr5/4 30"-40" Rusty brown loam 10yr5/4 Boring Number_2_Surface elevation_978.0_ Mottled Soil at_1.8_feet 0"-6" Dark brown loam 10yr3/2 H20 present at_X_ 6"-14" Brown loam 1 Qyr4/4 14"-22" Brown loam 10yr5/4 22"-30" Rusty brown sandy loam 10yr5/4 Boring Number_3_Surface Elevation_975.5 Mottled Soil at_1.8 feet 0"-22" Dark brown loam 10yr3/2 H20 present at_X_ 22"-28" Rusty brown loam 10yr4/4 28"-36" Rusty brown clay loam 2.Sy5/3 Boring Number 4_ Surtace elevation_975.9_ Mottled Soil at_1.5_feet 0"-18" Dark brown loam 10yr3/2 H20 present at_X 18"-24" Rusty brown loam 10yr4/4 24"-36" Rusty brown clay loam 2.5y5/3 Boring Number 5_Surface elevation_978.0_ Mottled Soil at_1.8_feet 0-6" Dark brown loam 10yr3/2 H20 present at_X_ 6"-14" Brown loam 10yr4/4 14"-22" Brown loam 10yr5/4 22"-30" Rusty brown loam 10yr5/4 Boring Number_6_Surtace elevation_974.8_ Mottled Soil at_1.5_feet 0-8"Dark brown loam 10yr3/2 H20 present at_X 8"-14" Brown loam 10yr4/4 14"-18" Brown loam 10yr5/4 18"-30" Rusty brown loam 10yr5/4 Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 8:30 A.M. On 8/16/11 Location: 75 Leaf Street Hole number: 1 Date hole was prepared: 8/15/11 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soi!texture 0-12" Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/15/11 depth of initial water filling 12 inches above the 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 8:45 9:15 6" 3.7 8.1 9:18 9:48 6" 3.6 8.3 � 9:49 10:19 6" 3.6 8.3 AVERAGE PERC. RATE 8.2 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 8:30 A.M. On 8/16/11 Location: 75 Leaf Street Hole number:2 Date hole was prepared:8/15/11 Depth of hole bottom_12=inches, Diameter of hole 6=inches. Soil data from test hole: Depth, inches Soii texture �" Dark brown loam 10yr3l2 6"-12" Brown loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/15/11 depth of initial water filling 12 inches above the 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 8:48 9:16 6" 3.3 9.1 9:17 9:47 6" 32 9.4 9:50 10:20 6" 3.1 9.7 AVERAGE PERC. RATE 9.4 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:30 A.M. On2/09/07 Location: Proposed lot 1 Block 3 Hole number:3 Date hole was prepared:2/08/107 Depth of hole bottom_12"_inches, Diameter of hole_6",_inches. Soil data from test hole: Depth, inches Soil te�ure 0-12" Dark brown loam 10yr3/2 Method of scratching side waJl: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 02/8/2007 At 11:50 P.M depth of initial water fllting 12 inches above hole bottom. Method used to maintain at leas#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 9:41 10:11 6" 3.6 8.3 10:14 10:44 6" 3.4 8.3 10:45 11:15 6" 3.3 9.1 AVERAGE PERC. RATE 8.7 MPI . Percola6on Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:30 A.M. On2/09/07 Location: Proposed lot 1 Block 3 Hole number: 4 Date hole was prepared:2/08//07 Depth of hole bottom_12"_inches, Diameter of hole_6",_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark brown loam 10yr3l2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 02/S/2007 At 11:50 P.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 Automa6c Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Dro in H20 erc Rate 9:42 10:12 6" 3.4 8.8 10:13 10:43 6" 3.3 9.1 10:46 11:16 6" 3.3 9.1 AVERAGE PERC. RA E 9.0 MPI �_� 12 09: 27p Hrad 7636820977 p. 2 � ' . ` �. . cn `� ' °' crt�r oF !� A 011�' � J � ~ W4RKSHEET FOa SEWAGE DiSPOSAL WORK � Date �v 'Z-�— 1 2. inspector �+f�t P �+b�`' Building Permit No. OWi1P.l' �_�� V1�6CK1� �� . Properiy Addness ��_5 Le.�. �- cS�. Knd of Buildin� J F!� . SSTS installer ��-��S�owS Lioense� L 'to�t� Scptic T�ks � Ma�terial ��C1'�2.�2 ��v+�+^� Num6er of Tanks � Size_ l 3 O c7 . t/ '�(X7 > 3 QO I�'F 1` ' Drain Field: ' 3 Tatal length of lines �� Num6er of(ines Type of soif ��.c.,� Peroolation Test !��S�f�t U 1�Cr*-t � Width aF frec�ch Type of fifbar maberiai �� ,lo r.� Size of Rock Bed (.(� 5C b 3 S'ae of Absorrptio�Area � Draw detsiled di�ram with measur�ments indicadng distanoes�o eeptic t�nk risers from a peemanent structun. L e�... ��'• ______.__--._____ _.—___...r------ S�- � ��- (�i � S w Z �,� � t ��- � �� ? ��, �`_ � � �: �, P �'� �Z � �` �'� �,t�� . , � C, - 1�3 C z, - I�3� �3��yo ?,�el C�r L Q'�e w p��1 tn��Gy ��M � f �"'' SEPTIC SYSTEM INVENTORY Site Address: 75 Leaf St PID 05-117-23-11-0014 Owner Name: Jason 8 Julie Kapsner Owner Address: 760 Dickey Lake Road Long Lake MN 55356- Buildins�Tvpe: sfr Installer: Hayes and sons Date of Permit: 06/25/2012 Svstem Tvpe: mound BR's Designed for 5 In Musa?: no Shoreland?: yes SEPTIC TANKS: Material: precast concrete Caqacitv: 1300, 1300, 1300 Tank Filter: yes DRAINFIELD: Treatment Area: 630 Soil Boring: yes DF Ht above Wt: 3 WELL DATA Setbacks -Well Tanks: 50 Well DF: 50 Report In File: Depth: INSPECTION RECORDS PUMPOUT RECORDS Date Notes Date GallonsOfLiquid 6/25/2012 New mound system installation 6/25/2012 0: CERTIFICATE OF INSPECTION ACCORDING TO MPCA 7080 ORONO BUILDING & ZONING DEPARTMENT 2750 Kelley Parkway P.O. Box 66 Crystal Bay, MN 55323 This certificate has been issued this 2"d day of August, 2012 to certify compliance with provisions of the Orono Municipal Code and Minnesota Rules Chapter 7080, regulating installation of individual sewage treatment systems. Owner: Boyer Building Corporation Site Address: 75 Leaf Street P.I.D.: OS-117-23-11-0014 Permit #: 2012-00426 Installer: Hayes & Sons Excavating �C�e. �4�� Com liance Officer: � P data/forms/blank cert of inspection MPCA 7080 �� DATE TIME V CITY OF ORONO 4'caLLED IN 1cI�S I 1�-- INSPECTION NQTICE SCHEDULED � Z-lo i � -.�C: PERMIT N0. }�'�=� �� /,'�COMPLETED ADDRESS �S �--� �' { >-" � OWNER TELEPHONE NO. ��-�'�`J �c�� CONTRACTOR ��r ' �� S � � � �: DESCRIPTION � C�C � �� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPIACE ❑ SITE INSPECTION Q ❑ RADON SLAB � WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPT C.FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:�YES_NO � COMMENTS:�— � W � j % � � �C � CU � (C �"�� o � ,�T � n c �� t� � A �1 W � Q � Z W � W � � ��UORK SATISFACTORY:PROCEED C PROJECT COMPIETE W ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z) Z49-4600 Owner►Contractor on site: Inspector. � . �� J`�' White Copyllnspector's File Canary Copy/Site Notice DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.a0/a^�� °�'� COMPLETED – ADDRESS � S �—� � F �'� �� t '� OWNER ('�A �5n-2� TELEPHONE NO. CONTRACTOR �-�1 �( 2 C �..e� �� /S„J,S � DESCRIPTION ��'t�l � � ❑ 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 ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL �SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEEf YOU:_YES_NO y COMMENTS: � W a o � ' �J C� �I S� � ��.tJ 1 I` �_(� n �'J �' � �� f� �rl"L- ��-. � �2-� � 0 � Q o � d ��-� l2c�e�� ,�'3�� 5 �� -�- S� �n-�_ -�-� W � � � � 0 WORKSATISFACTORY:PROCEED �OJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC�/ERING PERMANENT ❑CORRECTUNSAFECANDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUtRED.CALLTO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice