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Home My WebLink About2015-01094 - new/replacement septic system CITY OF ORONO * 2 0 1 5 — 0 1 0 9 4 * � ' 2750 KELLEY PARKWAY DATE ISSUED: 09/09/2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 140 KINTYRE LA PIN : 32-118-23-43-0019 LEGAL DESC : KINTYRE TWO : LOT 2 BLOCK 2 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM) ACTIVITY : MOUND SYSTEM-SEPTIC APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 HAYES&SONS EXC.INC. TOTAL 400.00 Payment(s) 263 82ND STREET S.E. CREDIT CARD 5293 400.00 MONTROSE,MN 55303- (763)479-1762 Minnesota State License#:sept-L640 OWNER MACKINNON,JAMES 2430 MEETING ST. WAYZATA,MN 55391- AGREEMENT AND SWORl�1 STATEMENT The work for which this permit is issued shall be perfortned according to the approved plans and specifications,applicable Ciry approvals,and the State Building Code. This permit is for only the work described and dces not grant percnission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.l'his per►nit 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 are requested in conformance with the State Building Code.This permit may be /��/ revoke time r d e cause. � � � 'r �o �,�e�`�� U 9 � � Applic t Permitee Si re Date Issued By Signature Date • ~. City Of OrOno -,, FOR ITY USE ONLY �� P.O.Box 66 r�a �� 2750 Kelley Parkway Date Receive�� Permit# ' �`�J �� Crystal Bay, MN 55323 (952)249-4600 Amount: $L- GZ� : u yF � , �,�� /�i, %�_" G t�kESH�� CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site ! Owner information: I ��-) Site Address i � �� Owner: �J� �^'�I ��1 �� ►'►'� 5 Mailing Address: City: c�'�' G�" � �. Zip: �� Home Phone: i � ��.��1 Alternate Phone: � ,, 4 � � � � � �- c, � �. y Contractor/Applicant Information: r . r� � Contractor/A (1��-� � �� " �> Contact Person: �-�� pp��.� , � Address: �—tr� � D �- � 5fi S'� State License #: L— � � � City: ✓��`f'"�` "� Zip: S� j�� Expiration Date: � 2 � � �� Phone: � � Z � o � �� Alternate Phone: �� 5 �` `� � J' � �� T1fPE� OF OCCUPANCY: Residential ❑ Commercial ❑ Other PERMIT TYPE AND FEES New or Replacement System $400.00 ��(� � � Repair Existing System 100.00 (Tanks or Drainfield) �� Total $ ��.� �� 1 / 2 r.. - �* ATTENTION APPL#CANT** Fill in ali a ro riate blanks and check all a ro riate boxes, I will be installing the following: T ks Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other / � (list manufacturer) �\ �Number of Tanks: ? , Size of Tanks: Z� � Treatment System Trenches s.f. � Mound � �C� 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 corre t. � _----- Signature of Applicant ' Date: �� MPCA License No.: C--- � � � � Staff Review: Accept ❑ Denied Reviewer: ` Date: Reason for Denial: Comments (to be printed on inspection card): 2 / 2 CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION , �' �%�� : � �1-�sf� -"' at�; _ ,� ... � , ��, < ,z. ^"s . ,...:. xo:: ., :..3,r r" .� ,.„��.". : . -�. .�� s�,yt��. . � � � . ,. . ,., .�- � ,�. -'�� _ -�. , , 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) shall be present during all inspections. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. 3 /2 > . � , , F�G�►Cl� �:�► � r�t Gt �f�(� 17 201� � �TY OF ORONO �___ ,�� Joseph Olson D.B.A. �i � Rusty Olson's--Soil and Percolation Testing "�'" Jose h J. Olson--�� v� p 1PCA L.icense#810 �',� 11481 River-��ie�� Rd. NE, Hano�•er, �1\ ��3-11 ��`�� (763)49$-8779 Fax (763) �98-8290 v� �� Revised Au<�ust 13. Z01� � �� p� November 03.2005 qGon��ea Homes �� 140 kint}'re Lane � � • �I�` � V �� Orono. F�ennepin Count� � � This on-site Sewa�e Treatment System is d igned for a Type l. Five-bedroom home in accordance witl� the vlinneso[a Pollution Controi Agenc} Chapter 7080 and local ordinances. The periodically saturated soils��ere located at 18"-?6"(mottled soil l. Due to the periodically saturated soiis.a pressurized mound s�stem ��il) need to be insta(led to n•eat the septic eftluent. The bottom of th� treaunent area must be located at least 3' above the saturated soils. The soils at a depth of 13"have a percolation rate avera�zing 6 V1P1. Ali tanks need to be insulated if there is less than t��o feet of co�•er over the top of the tanks. Clean outs must be installed on the end of the laterals for maintenance. Use 7!�� inch perforations on the laterals. �� All nei�hborin<�wells are greater than 100' froir�proposed treatment areas. A 1300�'allon pumpine chamber��ill need to be installed ro lift the eftluent to the treatment area. The po�aer suppl� and S��itches must be located outside the manhole and pumpin�chamber in a��eatherproof enclosure. A �+arning de�ice must be installed��ith li�ht and sound decices:this is in case of a pump failure. The manifold and suppl��line must ha��e back draina_e to the pumpin�chamber. Ke_ep all hea�� equinment off of the nroposed treatment areas before durin�and after contitruction The area around ho[h srtes must be f'enced off b� the contractor before an� construction be ins. VVith proper installation and maintenance.this s�stem should ha�e no probiem in treatin�septic effluent effectivel}�.Nothin�other than gra��ater.(laundrti, sho�cers,etc.� Human ��ater and toilet tissue should bc disposed of into the septic tanks.Garbaae disposals are not recommended. Additi�es must not be used thev may cause harmful damage to your septic system. It is recommended that��ou pump the septic tanks every t��o vears. Sincerci�. _ cr�oF oRONo ��;��w. ;�� co�� `��' s�rrrc r � ,� -�a� INsrECTo IT p EVIEW Com�l�ar�� Ci�► vf Orono JoS��are,son 3 � -----.._.._PERMIT Np, �� Dat� � nrrao��r:n ns si;r�y►rrr:n =_ APPROVr:n��'ITN C'ORRECT(t7�S AS�'OTF.D n'or nrpRovF r,.c��,kkF�� Reviewer Thc;c comrncnis urc�i�r T�kFs�e.��r In futl y��r inliinnatiun. All work shnll I�c cuu�pliancc wiih uU uPl�lic:iblc scptic und zcmin� �a10 . krquiremcnts inch�ding itero.y��ut sprcilic.itfy notcd in il�is review, , Kl:[:!+'TNIS � 6 cucic. t�nn�r:r c,,�srrr:nr�l�r�.yt:s -_'- ;�;4i> �..��,w - �_..,___ r __�. � ��' "� � , �� a,; ; ; `� � I� r,�___ ! f ��-' ? ! ! � �� . � � ��. ,� ,� � �� N� s` � � .. � E � � � ' � _3 . �� -r n1-t - p'. -;�, �� A ,L, � '�� 6 ��~~~ z1 � .�- • _.-- � ,}{, R ... +�:.. �-� - `7 d' ,�., ,�-�` J � �� tt�_ _��- , , �:� � 4 ` �� --''"�� . � � � <«� Es` ,:y � J ' �'�u<, .r� r ✓ ��, ,�� ' � �y�` a� i ` 3; � � �t� .r�. � � f � — "' -~''' a � _ — � — � '� � �j � 4 � � ` � ' . _ � ,, � �. �. �\ �� ` "(��i :r� t�1 + ' t''� 1 L.: � ' �'"` `� i :1 ti7 7 l � • ; i' � � ��,f-r� S i i , � j F i� �� i I � � � � a 1`� ; � i � 3 � � � ^ �, ; i �� . �. �? � `4 . }� s � ! 14 p ; ,.! + � �4" ^ � C a c' � ' �,_v t';� . i i �.n ;- �C. + e� � ..: � �, . : i., � � . 4 ; G �� i , 0= 'r � �:, �i�,�, � � ;'" �1 � i �. 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Y ( il 6 -_,--cu.yds.plus 50% � _' cu.Yds. � ---- l�,_d �COtfll blt�tY�' Number of ta►iks �__ ,1�`tank �__gals., 2'�''tank _ ��,gals.,Purnp charnber capacity gais. � �. —� - P�OP�F�TY�.1�';,._.__.._...,.�_.�.,,�.... �_�___._..M... _ �_.._gals./100 lineal feet of �� "dia. SupplY pipe, linea)feet necded ' ..-•---P._.---�—�----,..�---�--.-..�-^--�-�--�-z^�-------�-^-�---• ......__,...,.._...._......,..,.,......_._.M......�..�...e....._..._._,......_..._._, Distribufion i e - " � _____.______�__--•--__� .---- A P __ _ d�a. __,__lineal fect, _�_ dia. PerForatic�ns "�part -- • Ftoat set at �� _ gals.,__ times per day Pump curve ' � J mi►�. � feei head pressure. - �----- ��t8:,�//,�,_, �'h 763•498-8774 � Rusty 4faan't�,$e�i �nd P�rcvlatfan'�est�� aa�t�,��ar:�:�',,.� ..,.._._....._.._..._.. ,��_._.._r.,.::::::�.:�..�...,..r�....,..._......,_: .,.._..,. OSTP Design Summary Worksheet UNIVERSITY \� � Minnesota Pollution OF l�`�INNESOTA ' �"" x Control Agency _^,��,. Property Owner/Client: Gonyea Homes Project ID:�v 07.14.15 Site Address: 140 Kintyer Lane.Orono,Hennepm County Date: 8/13/15 1. DESIGN FLOW AND TANKS A. Design Flow: 750 Gallons Per Day(GPDI Note: The estimoted design flow is considered a peok f(ow rate incfuding a safety fador. For long term performonce, the average B. Septic Tonks: dor(y jlow is recommended to be<60°i of this value. Minimum Code Required Septic Tank Capacity: 2250 Gallons,in ��Tanks or Compartments Recommended Sephc Tank Capadty: Z250 Gallons,in �Tanks or Compartments Efftuent Screen:�� Alarm:�� C. Ho�ding Tanks Onty� Minimum Code Required Capaciry:�Gaitons,in ��Tanks Designer Recommended Capacity:�Gattons,in �Tanks Type of High Level Alarm:� D. Pump Tonk i Capaaty(Code Minimum):��Gatlons Pump Tank 2 Capacity(Code Minimum): ��Gattons Pump Tonk 1 Capacity(Designer Rec): C�Gatlons Pump Tank 2 Capacity(Designer Recl: ��Gallons Pump 1 36.0 �GPM Total Head 13.6 ft Pump 2��GPM Total Head �ft � Supply Pipe Dia. 2.00 m Dose Votume:��gal Supply Pipe Dia.��in Dose Votume:�Sal 2. SYSTEM TYPE J Trench �Bed ��t.touno "At-Grade t�Grav�ry D�sv�bunon �Pressure Dishibutwn-Level `�Pressure Distnbubon-Unlevel 7 orip �Holding Tank Q otner � •Selection Required Benchmark Elevation: 1030.90 ft Benchmark Location: Top of iron � System Type Type of Distribution Media: ��'��Dra�nfel0 Rak 'R istereC Treatmen[Media; ��.Type� � ,Type II Type 111 , 'Type IV TYPe V � --� e9 3. SITE EVALUATION: A. Oepth to Limiting layer: 18 in 1,5 ft B. Measured Land Slope p: 9.0 ��`. C. ElevaUon of Limiting Layer.�— qg�,7 —� p, Soil Texture: Loam � E. Loc.of Restricive Etevation:�— F. Soil Hyd. Loading Rate: 0.60 GPDlft' G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 6.0 MPI I. Code Maximum Depth of System: Mound in Comments: 4. DESIGN SUMMARY Trench Design Summary Dispersat Area�ft` Sidewall Depth�in Trench Width��ft � Total Lineal Feet��ft Number of Trenches�� Code Maximum Trench Depth�— in Contour loading Rate��ft Designer's Max Trench Depth��in Bed Design Summary Absorption Area�_�ft` Depth of sidewall�in Code Maximum Bed DepthC�in Bed Width�f[ Bed Length��ft Designer's Max Bed Depth�in Minnesota Pollution OSTP Desi�n Summary Worksheet UNIVERSITY `�� Control Agency OF MINNESOTA , y ,�.L�� Mound Design Summary Absorption Bed Area 630.0 ft' Bed Length 63.0 ft Bed Width 10.0 ft Absorption Width 20.0 ft Clea�Sand Lift 7,5 ft Berm Width {0-1h1��ft Upstope Berm Width 9.0 ft Downslope Berm Width 20.0 ft Ends(ope Berm Width �z,0 ft Tota(System Length g7,p ft TotalSystem Width 39.0 ft Contour Loading Rate 12.0 gal/ft At-Grade Design Summary Absorption Bed Width��ft Absorption Bed Length��ft System Height�ft Contour Loading Rate��gaUft Upstope Berm Width�ft Downslope Berm Width��ft Endslope Berm Width��ft System LengthC�ft System Width�ft Level&Equai Pressure Distribution Summary No.of Perforated LateralsC� Perforation Spacing��ft Perforation Diameter 7/32 in Lateral Diameter 2.00 in Min. DeGvered Votume� 0— gat Maximum Delivered Vo(ume 188 gal Non-Level and Unequal Pressure Distribution Summary Elevation Pipe Votume Pipe Length Perforation Size (ft} Pipe Size fin) IgaUft) �ft� �im Spacing(ft} Spacing lin) Laterat 1 Minimum Detivered Volume Lateral 2 �gat Lateral 3 Laterat 4 Maximum Delivered Votume Lateral 5 ;;;��'�'''�� Laterat 6 ��a� 5, Additional Info for Type IV/Pretreatment Design A. Calculate the organic loading t. Organic Looding to Pretreatment Unit =Design Flow X Estimoted BOD in mglL in the effluent X 8.35=1,00O,OOQ ��4Pd x C�mg/L X 8.35 : 1,000,000- �lbs BOD/day 2. Type of Pretreatment Unit Being Installed: 3. Calcutate Soil Treotment System Orgonic Leoding: 800 concentrotion o/cer pretreotment:Bot[om Areo =tbs/dayiftl � ; �mg/L X 8.35 : t,000,000 s ��ft._ ��bs/day/ft` Comments/Speciai Design Considerations: I hereby certify that I have compteted this work in�ycordance with all applicable ordinances, rules and laws. f.!r � ,✓,r _�...,,..w..,..�...._. Joseph J Olson ��-�`" 810 OS/13/15 �<< (Designer} (`� �Signaturel fGcense x1 (Date) � � OSTP Mound Design UNIVERSITY MCorrtrolA eln�c�n Worksheet > 1 % Slope OF MINNESOTA ,,,, 9 Y �, 1. SYSTEM SIZING: Project ID: v 07.14.15 A. Design Flow: 750 �P� TABLE IXa B. Soil Loading Rate: 0.60 GPD/ft2 LOADING RATES fOR DETERININIMG ppT'TOM AIlSORPTION AREA AI�A850RPTItNri RATIOS U51NG VERtOt,AT101V TESTS C. Depth to Limiting Condition: 1.5 ft M�� "."'2.e, Pe.aoi�on A.ce � � "�b70'p�"01 Mouna D. Percent land Slope: 9.0 % i"'"'� ,� � ,� �ewrPao� ta�rt'� "'a° t�,ene't "'"° E. Design Media Loading Rate: 1.2 GPD/ft2 _ <o, � � F. Mound Absorption Ratio: 2,pp o,tas �.Z � �.s � o t to 5(tme sam �6 2 1 1.6 Table 1 ana roa tire eano MGtIJNG CONTOUR LCIADINCi RATES: s to�5 0.78 1.6 1 1.6 1�Aoawrod ' Toxturo-darivpd CO(1t0Uf �6 to 34 0.6 2 0.78 2 POfC Rdto � 111p(N1d dbSp(ptj�t fltjp LOddlti j 3�co t; 0.6 2.a 0.78 2 �t�: �to� 0.48 2.6 0.6 2.6 5�1Pi 1.0. I.3,2.4,2.4.2.6 i 12 Ut to t2o . fi G.3 6.3 . >120 . . . . 61•t20mpi OR 5.A :t2 . 'Systems with these vatues are not Type I systems. : i2o n,p;• ,5.0• _6. Contour Loading Rate{linear loading rate)is a recommended value. 2. DISPERSAL MEDIA SIZING A. Catculate Dispersat Bed Area: Design Ftow=Design Media Loading Rate=ftZ 750 GPD = 1.2 GPD/ftZ = 625 ftz If a larger dispersal media area is desired, enter size: 630 ft2 B. Enter Dispersal Bed Width: 10.0 ft Can not exceed 10 feet C. Calculate Contour Loading Rate: Bed Width X Design Media Loading Rate �� ftZ X 1.2 GPD/ftZ = 12•0 gal/ft Can not exceed Tabte 1 D. Calculate Minimum Dispersal Bed Length: Dispersal Bed Area = Bed Width =Bed Length b30 ft2 : 10.0 ft = 63.0 ft 3. ABSORPTION AREA SIZING A. Catculate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width 10.0 ft X 2.0 = 20.Q ft B. For slopes>196, the Absorption Width is measured downhitt from the upslope edge of the Bed. Calculate Downslope Absorption Width: Absorption Width - Bed Width 20.0 ft - 10.0 ft = 10.0 ft . DISTRIBUTION MEDIA: ROCK A. Media Votume: Media Depth X Length X Width 0•50 ft X 63.0 ft X 10.0 ft= 315 ft3 : 27 = 12 yd3 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW A. Enter Dispersal Media: B. Enter the Component: Length: C�ft Width:��ft Depth:��ft C. Number of Components per Row=Bed Length divided by tomponent Length (Round up) C� ft � C� ft= ��components/row D. Actuat Bed Length =Number of Components/row X Component Length: ��components X ��ft = �ft E. Number of Rows=Bed Width divided by Component Width (Round up) C� ft: �� ft= �� rows Adjust wtdth so this is an whole number. F. Total Number of Components= Number of Components per Row X Number of Rows C� X C� _ ��components 6. MOUND SIZING A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition =Clean Sand Lift 3.0 ft • 1.5 ft = 1.5 ft Design Sand Lift (optional): ��ft B. Catculate Upslope Neight: Clean Sand Lift +media depth+cover(1 ft.)=Upstope Height 1.5 ft + 0.5 ft + 1.0 ft= 3.0 ft C. Select Upstope Berm Multiptier(based on land stope): 2.94 Land Siope 9'0 0 1 2 3 4 5 6 7 8 9 10 11 12 Upslope Berm 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26 2.21 Ratio 4:1 4.00 3.85 3.70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 D. Calculate Upslope Berm Width: Muttiptier X Upstope Mound Height =Upslope Berm Width 2.94 ft X 3.0 ft = 9.0 ft E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope = 100= Drop(ft) 10.0 ft X 9.0 % : 100= 0.90 ft F. Calculate Downstope Mound Height: Upslope Height + Drop in Etevation =Downstope Height 3.0 ft + 0.90 ft = 3.9 ft G. Setect Downslope Berm Muttiplier(based on tand stope): 5.13 Land Slope�0 0 1 2 3 4 S 6 7 8 9 10 11 12 Downslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 Berm Ratio 4:1 4.00 4.17 4.35 4.54 4.76 5.� 5.26 5.56 5.$8 6.25 6.67 7'.14 7.69 H. Catculate Downstope Berm Width: Multiplier X Downslope Height =Downstope Berm Width 5.13 x 3.9 ft = 20.0 ft I. Calcutate Minimum Berm to Cover Absorption Area: Downslope Absorption Width+4 feet 10.0 ft +�_J ft = 14.0 ft J. Design Downstope Berm=greater of 4H and 41: 20.0 ft K. Select Endslope Berm Muttiplier: 3.00 (usua(iy 3.0 or 4.0) L. Catculate Endslope Berm X Downslope Mound Height =Endslope Berm Width 3.00 ft X 3.9 ft = 12.0 ft M. Catculate Mound Width: Upstope Berm Width+ Bed Width;Downslope Berm Width 9.0 ft + 10.0 ft + 20.0 ft = 39.0 ft N. Calcutate Mound Length: fndslope Berm Width + Bed Length + Endstope Berm Width 12.0 ft + 63.0 ft + 12.0 ft = 87.0 ft 7. MOUND DIMENSIONS ----Upstope (4.D�-----9.0------- ------- ,' . ; , � � � � � � � Endslo e 4.1. D�spersal 8ed; (2.8 x 2.C) ' rr o � Endsto 4.l � °� �2.0 10.0 X 63.0 `r_' 12.Q; � � — � � � � � ' U ' � � � � i � � �' 2�d � Y � Downstope (4.J) ' � ------------------------------------ —-------- Total Mound Len th (4.N) 87.0 4" inspection pipe 18"cover on top 20.0 U slo e berm (4.D) Downslo e berm 4.J 9.0 12"cover on sides (6" topsoit) Clean sand lift (4.A) a,5 Ci�-y "� s.3 t it�r� , ,i.0 1 i 3{Iiijifjc, r�jiiCll(l�:ss� _ _ 1.5 _ _ Absor tion Width (3.A) _ _ _ _.. _ Note: 20.0 For 0 to 1%siopes, Absorption Width is measured from the Bedequatly in both directions. For slopes >1�, Absorption Width is measured downhitt from the upstope edge of the Bed. Comments: 4� OSTP Mound Materials Worksheet UNIVERSITY Mi��oWAPol�u�tion OF MINNESOTA ��, 9 Y ProjectlD: v 07.14.15 A•Cakutate Bed{rak)Volume:Bed Length (2.0 X Bed width 2.8)X Depth=Volume ft' 63.0 ft X 10.8 ft X 1.0 = 630.0 {t3 Divide ft'by 27 ft'/yd'to cakulate cubic ards: 630.0 ft' = 27 = 23.3 yd' Add 20%for constructability: 23.3 = ��yd; yd'X 1.2 28.0 B. Cakulate Cleon Sand Volume: Vo(ume Under Rock bed:Average Sand Depth x Media Width x Medla Len th =cubic feet 1.9 ft X 10.0 ft X 63.0 ft = 1197A f�3 For a Mound on a siope from 0-1% Volume from length=pUpslope Mound Height-1 i X Absorption Width Beyond Bed X Media Bed Length) � ft t) X � X ��ft = � Volume from Width=((Upslope Mound Height•1)X Absorption Width Beyond Bed X Media Bed Width) �� ft t) X � X ��ft = �� Tota!Clean Sand Volume:Volume Jrom Lengtb+Volume Jrom Widch�Volume Under Media �� ft3 ' �� ft� + �� ft' _ ��ft' For a Mound o�a slope greater than 1% Upslope Volume:((Ups(ope Mound Height - 1)x 3 x Be!d Length}*2=cubic feet (( 3.0 ft -1) X 3.0 ft X 63.0 )�2= 189A f�3 Downslope Volume:((Downslope Height- 1)x Downslope Absorption Width x Medio Lenqth j�2=cubic feet (( 3A ft-7) X 10.0 ft X 63.0 �.Z- 913.5 ft3 Endslope Volume:(Downslope Mound Height- f) x 3 x Media Width =cubic feet ( 3.9 ft-1 ) X 3.0 ft X 10.0 ft = 87.0 �' Totol tlean Snnd Votume:Upslope Volume +Downslope Volume �Endslope Volume t Volume Under Media 189A f�3 . 973.5 f�' . 87.0 ft' , 1197A ft3= 2386.5 ;t' Divide ft'by 27 ft'fyd'to calculate cubic yards: 2386.5 ft3 ; Z� = gg,q ydl Add 20%for constructability: �.4 yd'X 1.2 = 106.i 3 ��yd C.Calculate Sondy Berm Vo(ume: , Totol Berm Volume/approx):((Avg.Mound Height-0.5 f[topsoil)x Mound Width x Mound Lern�th�+2=cubic feet � 3.5 . 0.5 )ft x 39.0 ft X 87.0 )-2= 5005.6 ft' Totol Mound Volume-Ctean Sond vo(ume-Rock Volume=cubic Jeet 5005.6 {t3 . 2386.5 {t3 � 630.0 ft� = 1989.1 ft3 Divide ft'by 27 ft'/yd'to calculate cubic yards: 1989.1 ft' = 27 = 73J yd; Add 20%for constructabitity: 73.7 yd' x 1.2 = 88.4 3 �yd D.Cakulate Topsot(Materia!Vo(ume:Totol Mound Width X Totai Mound Length X.5 jt 34.0 ft X 87.0 ft X 0.5 ft = 1696.8 ft3 Divide ft'by 27 ft;/yd'to calculate cubic yards: 1696.8 ft; ;. z7 - 62,g ydi Add 20%for constructability: 62.8 yd' x 1.2 = 75.4 d3 Y OSTP Pressure Distribution ""'""e�°taP°"�t;°n Design Worksheet uN"'Exs�TY � �.� ��a � Contro�A enc �� 9 Y U F MI iv'N E SOTA .-'��`�- Project ID: v 07.14.15 1. Media Bed Width: �� ft 2. Minimum Number of Laterals in system/zone = Rounded up number of [(Media Bed Width - 4) = 3J + 1. { �� 4 � + � - �laterats Does not app(y to at-grades 3. Designer Setected Number of Latero(s: �taterals Cannot be less than line 2 (accept in ot-Qrodesl 4. Setect Perforation Spacing; 3 � ft � _ � ;, 5. Setect Perforation DiQmeter Size: - _� '`-?��' � 7/32 in �x� _- i .. � , � ,__ .., ,,....,,.�_... ,;..: 6. Length of Laterols = Media Bed Length - 2 Feet. 63 - 2ft = 61 ft Perforacion con not be c(oser then 1 foot from edge. � Determine the Number of Perforation Spoces. Divide the Length of Latero(s by the Perforation Spocing and round down to the nearest whole number. Number of Perforotion Spoces 61 ft : ��ft = 20 Spaces Number of Perforotions per Latero( is equal to 1.0 p(us the Number of Perforotion Spaces. Check table 8. below to verify the number of perforations per lateral guarantees less than a 10� discharge variation. The vatue is double with a center manifold. Perforations Per Loterol = 20 Spaces + 1 = 21 Perfs. Per Lateral Mnxim�nn Numbe�of Perfaatiaru Pe+Laiera!to Cwarantee�10�Disct�rge Vanatron �Irxn Pe�tc�ra;,c�; 7,32 I�th Fe�fCrsti�az Perforat�on Spaang IFeetl F7P�Dia^seter ilnchesl Pe�f�ration SFac�ng Fipe Partie:er flnches) � �,'• �;, i 3 IfE�U ! 1;. 1� � � � 10 f3 18 30 60 1 it 16 21 3� b8 �� P 12 15 2S 53 Y: it� 1� it� 3i 6�1 � E 12 16 25 52 3 9 j# 19 3� � 3 16 Irsch Fer`orat�on; I E irr_n Fe-forat��s Perferacan Spacrng IFeetl ��O�i�`��'� Pe�faraao�Sp;cing �p-r Cra?�e?er Iinche;l � ��• �'�: 2 3 i�'c-�;� t t.: i�: i t 1 11 18 26 �46 87 1 21 33 +i 74 149 ��'• 12 1? �4 �{� 8� �� 1f� 3C� �t 69 135 3 11 t6 22 37 15 3 20 19 39 64 128 9• Toto( Number of Perforotions equals the Number of Perforotions per Lotero! multiplied by the Number of Perforoted Laterafs. 21 Perf. Per Lat. X ��Number of Perf. Lat. = 63 Total Number of Perf. 10. Select Type of Monifold Connection (End or Center): '�; End i" Center 11. Se(ect Lateral Diameter (See Tabfe): 2,pp in OSTP Pressure Distribution MinnesotaPollution Design Worksheet UNIVERSITY `� .� ControlAgency OF MINNESOTA •—��.`�- 12. Calculate the Squore Feet per Perforotion. Recommended vatue is 4-i 1 ft z per perforation. Does not apply to At-Grades a. Bed Area = Bed Width (ft) X Bed Len�th (ft) 10 ft X 63 ft = 530 ftZ b. Square Foot per Perforation = Bed Areo divided by the Totat Number of Perforotions. 630 ft2 .- 63 perforations = 10.0 ft2/perfarations 13. Select Minimum Average Head: 1.0 ft 14. Select Perforation Dischorge (GPM) based on Table: 0.56 GPM per Perforation �5• Determine required Flow Rate by multiplying the Tota(Number of Perfs. by the Perforation Discharge. 63 Perfs X 0.56 GPM per Perforation = 36 GPM 16. Volume of Liquid Per Foot of Distribution Piping (Toble ll): 0.170 Galtons/ft 17. Vofume of Distribution Piping = . _ Table 11 _ [Number of Perforated Latera(s X Length of Laterais X {Volume of volume of Liquid in ; Liquid Per Foot of Distribution Piping] p�Pe Pipe Liquid � 3 � X 61 ft X 0.170 gaUft = 31.1 Gatlons Diameter Per Foot (inches) (Gallons) 18. Minimum Detivered Volume = Volume of Distribution Piping X 4 1 0.045 1.25 0.078 31.1 gals X 4 = 124.4 Galtons 1,5 0.11 O 2 0.170 mani o pipe` 3 O.380 ' 4 0.661 ,� ___ ------ -__ . _.. pipe from pump c�eancuci - �2dA O1115 � Mam`old pipe ♦ I• �s alternate lacetion Of i p irOm u �Alterndte lotation � of plpe kom pump Pine from um Comments/Special Design Considerations: OSTP Basic Pump Selection Design Mi�nesota Pollution Worksheet UV IV ERSITY - ControlA ency OF MINNESOTA �`-�,' 1. PUMP CAPACITY Pro�ect IB: Pumping to Gravity or Pressure Distribution: � Gravi,y i vressu�z Se�ection required 1. If pumping to gravity enter the gatlon per minute of the pump: ��GPM /10-45 gpm� 2. If pumping fo a pressunzed distribution system: 36.0 GPM 3. EnYer pump description: 2. HEAD REQUIREMENTS +�P•��•��y�� a co�<.,o+e,�<<,.�q� � A. Etevation Difference I 8�fi .--�fi�"'"'- L__ C�� s�''t"�`��` I between pump and point of discharge: _� ' .� � ,�.t a�,• _ ", � ,_. . m ne.nw�: B. Distnbution Head Loss: �ft �~ a,n<,,..k� � � _S ; �� ; C. Additionat Head�oss: ��ft�o:.�cosFec;3ieq�;Pmeoc.eu.i �--------_-------------�--.-------•- i Table I.Friction l.oss in Plastic Pipe per 100ft Distribution Head Loss � Gravity Distribution = Oft FIGr:Rate P�pe Diameter ItncheSi IGPt�hl 7 1.25 ' 7.5 2 Pressure Distribution based on Minimum Average Head 10 ' 9.1 � 3.1 7.3 0,3 Value on Pressura Distribution WorkshePt.: i2 '� 12.8 ' 4.3 '; 1.8 � 0.4 Minimum Avera e Head Distribution Head Loss �q ' �7.Q 5,7 � 2,.� 0.6 1ft Sf� 16 � 21.8 i 7.3 � 3.0 � OJ 2fi 6ft Sft 10ft �8 9.1 , 3.$ 0.9 20 ; 11.1 i 4.6 1.1 25 16.8 6.9 1.7 D. 1.Suppty Pipe Diameter. 2.0 in 30 � 23.5 '; 9J 2.4 35 t2.9 3.2 2.Supply Pipe Length: 15 ft �Q � i f 16.5 4.1 E. Friction Loss in Plastic Pipe per 100ft from Table I: '35 i i 20.5 5.0 i 50 ( 0.1 fnttion Loss= 3.32 ft per t00ft of pipe 55 � 7,3 60 $.6 p, Determine Equivalent Pipe Length from pump discharge to soil dispersat area discharge 55 ! 10.0 point. Estimate by adding 25a to supply pipe length for fitting loss. Supp(y Pipe Length �� i �� 4 (D.21 X 7.25=Equivalent Pipe Length 75 13.0 15 ft X L25 = 18.8 ft 85 16.4 `�5 20.1 G. Calcutate Supply F�iction Loss by multiplying Friction Loss Per 100jt ILine E)by the Equivalent Pipe Length �line F)and divide by 700. Supply Friction Loss= 3.32 'ft per t00ft X 18.8 ft - 100 - Q.6 ft H• Toto!Neod requirement is the sum of the Elevation Difference ILine A),the Distnbution Head Loss�Line 8�,Additional Head Loss�Line C),and � the Suppty Fnctio�Loss iLine G ) , I 8•� ft SA ft - ��fi - 0.6 ft = 13.6 f� 3. PUMP SELECTION A pump must be selected to detiver at least 36.� GPM�Line 7 or Line 2j with at teast '�3,6 feet of to[al head. Comments: Loqs of Soii Borings License#810 Location or Project: Porposed lot 2, Block 2 Mackinnon Hili Borings made by: Rusty Olson's Soil and Perc testing 10/22i2005 Classification System: AASHO ; USDS-USDS-SCS X ; Unified ; Other Auger used {check two}: Nand_X_,or Power_, Fiight,Bucket or Probe_X_ Boring Number_1_Surface elevation_983.2_ Mottled Soil at_1.8_feet 0"-18" Dark brown loam 10yr3J2 H20 present at_X_feet 18"-22" Brown loam 10yr4/4 22"-30" Rusty brown loam 10yr5/4 Boring Number_2_Surface elevation_983.2._ Mottled Soil at_2.0_feet 0-20"Dark brown loam 10yr3/2 H20 present at_X_feet 20"-24" Brown loam 10yr4/4 24"-30" Rusty brown loam 10yr5/3 Boring Number_3_Surface Elevation_1005.1 Mottled Soil at 2.1 feet 0-20"Dark brown loam 10yr3/2 H20 present at_X_ 20"-26" Brown loam 10yr4/4 26"-30" Rusty brown clay loam 10yr5/3 Boring Number_4_ Surface elevation_1005.1_ Mottled Soil at 1.8 feet 0-12"Dark brown loam 10yr3/2 H20 present at_X� 12"-22" Brown loam 10yr4/4 22"-30" Rusty brown loam 10yr5/4 Boring Number_5_Surface elevation_980.9_ 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"-30" Rusty brown loam 10yr5/3 Boring Number_6 Surface elevation_1003.4_ Mottied Soii at 1.8 feet 0-12"Dark brown loam 10yr3i2 H20 present at_X_ 12"-22"Brown loam 10yr4/4 22"-30" Rusty brown loam 10yr5/4 Percolation Test Data Sheet Lic.#810 Percolation tesk readings made by: Rusty Oison's Perc. starting at 8:30 A.M. On i 1/01/05 Location: Proposed Lot 2; Block 2 Mackinnon Hili Hole number:1 Date hole was prepared: 10/31/05 Depth of hole bottom_12"_inches, Diameter of hoie_6"_inches. Soil data from test hale: Depth, inches Soii texture 0-12" Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravei in bottom of hole 2 inches: Date and hour of initiai water filling 10/31f05 At 11:00 A.M. depth of initial water filling 12 inches above hole bottom. Method used to maintain at ieast 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 8:46 9:16 6" 4.8 6.2 9:31 10:01 6" 4.6 6.5 10:02 10:32 6" 4.4 6.5 AVERAGE PERC. RATE 6.5 MPI Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Oison's Perc. starting at 8:30 A.M. On 11/01/05 �ocation: Proposed Lot 2, Block 2 Mackin�on Hili Hole number:2 Date hole was prepared: 10/31l05 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 wali: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initiai water filling 10/31/05 At 11:00 A.M. depth of initial water fliling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Sfphon Maximum water depth above hole bottom during tests 6 inche5 Time Time Depth Drop in N20 Perc Rate 8:47 9:17 6" 4.7 6.4 9:30 10:00 6" 4.6 6.5 10:03 10:33 6" 4.4 g.g AVERAGE PERC. RATE 6.5 MPI Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 8:30 A.M. On 11/01/05 Location: Proposed Lot 2, Block 2 Mackinnon HiN Hole number:3 Date hole was prepared: 10l31/05 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 gravei in bottom of hole 2 inches: Date and hour of initiai water filling 10/31/05 At 11:00 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 water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 8:48 9:18 6" 5.5 5.4 9:29 10:59 6" 5.5 5.4 10:04 10:34 6" 5.5 5.4 AVERAGE PERC. RATE 5.4 MPI Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 8:30 A.M. On 11/01/05 Location: Proposed Lot 2, Biock 2 Mackinnon Hill Hole number:4 Date hole was prepared: 10/31/05 Depth of hofe bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soii texture 0-12" Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 10/31/05 At 11:00 A.M. depth of initiai water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole far at least 4 hours Automatfc Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 8:49 9:19 6" 5.5 5.4 9:28 10:58 6" 5.5 5.4 10:05 10:35 6" 5.5 5.4 AVERAGE PERC. RATE 5.4 MPI DATE TIME CITY OF ORONO CALLED IN INSF�C'�ION NOTICE SCHEDULED � PERMIT NO.� COMPLEfED "' l �� ADDRESS `� � � �' �i"7n OWNER �� EPHONE NO. CONTRACTOR � DESCRIPTION •�l�i(�� 1"<C�-Z �m�l ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL ❑ DEMO-SITE J ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: ��l��l� a .,�o� � z- � � �� h o /'�eS 0 1 ` `�j�,.� G Ct C�� S' 1 �� r � ��,�r c� �^t�o� ��ece�Ur s � /� `-� ° ��2�«G� C'C�Y�"�� "� C�QI�� `, W � Q � 2 W � W � J a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-460� OwnerfContra on site: Inspector White Copyltnspector's Ffle Canary CopylSite Notice �:�� ./ DATE TIME CITY OF ORONO cnLLED IN — INSPECTION�IOTICE/� SCHEDULED — �/ d .' PERMIT NO��O �CJ� OMPL D ' ADDRESS OWNER TE NE NO. � ' � CONTRACTOR } DESCRIPTION � � � 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OYVNERKbNTRACTOR TO MEET YiDU:_YES_NO y COMMEN - W Q /i � o `e �, a� o _ l Q� �!'! t� l W OC Q � O ��U.e� W. W � 3 a W RK SATISFACTORI/:PROCEED ❑PRW ECT COMPLETE ❑CORRECT W'ORK S PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECTVInDRK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cau for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra site: Inspe�tor: White CopyAnspecto�'s Fik Cenary CopylSite Notkx � ' � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE - scHEou�Eo -��q�� PERMIT NO.,� v -�� coMPLETED � ADDRESS �� Y�`I""(�� OWNER TELEPHONE NO. ��2 ��-�'c� CONTRACTOR � �S � DESCRIPTION � �-� �� ' � W ❑ FOOTING DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ PTIC INSTALL 2 OWNERfCONTRACTOR TO MEffT YOU: YES_NO c�., COMMENTS: � W a j p �� o- ). � / ° �a�,�► �P� � � 1� .�,'GiL � S�z�� W 2 Q z r� Go �� W � W � � J d W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑ RECT YVORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILI RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContrac on site: Inspector. White Copyflnspector's File Canary CopylSite Notice � A TIME CITY OF ORONO CALLED IN ' INSPECTION "0 �g�SCHEDULED / �� PERMIT NO. COMPLEfED _ �,�:3p ADDRESS � OWNER _ LE HONE NO. " CONTRACTOR N � DESCRIPTION ` v t~y ❑ FOOTING DEMO-FINAL ❑ PTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET Y�OU:_YES_NO v�i COMMENTS: � � 0 � i � �. � �O W � Q � � W OC J O W RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ECT WORK 3 PROCEED ❑JSSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p p�{pT0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. �� Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra site: Inspector: e Copyllnspector's File Cenary CopylSite Notiee i ✓ ` DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC �� sc HEDULED � /l/ PERMIT NO. `��'�coMPLETED � � ADDRESS�T /t�. Y,/"�i OWNER TELEPHONE NO. CONTRACTOR �'G� � -��a1�' � DESCRIPTION 4~j ❑ FOOTING ❑ DEMO-FINAL EPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EX AV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE EPTIC INSTALL 2 OWNERICONTRACTOR TO MEET U:_YES_NO y CO ENTS: � . a P-C'il�°dP, % � � J O ). �„� _ �. �[ O � Q � S �r�r � �O.�i a ►t,� ` z � � � � ' at� ,�� a, � �'�e J��i c �c`e a 7�-��s ��i W � 5 O W O WORKSATISFACTORY`.PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERT►FICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. fl pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advar�c�. (g52) 249-4600 OwnerlContra site: Inspector: White Copyllnapector's File Cenary CopylSfte Nodce �� a�(' �Ci�/� DATE E CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ZZ S PERMIT NO. ��S' C(C�� COMPLETED ADDRESS ��C� G� �� /¢1 OWNER TELEPHO E NO. ro1�"� �95� CONTRACTOR S ��/'_4� �-/� �S � DESCRIPTION ��f I� 1��— tV ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ TIC INSTALL ? OWNERICONTRACTOR TO MEET 1f�U: YES_NO c�.� COMMENTS: � W � 0 / � '�r/I[Jl�l ,7'GY �i ��► � — . aC O �� W � Q � � 2 � b �Or/'-�� W � � W SATISFACTORY:PROCEED �PROJECT COMPLETE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerfContra site: Inspector: Vyh s CopyAnapxtw's Fik Cenary CopylSfte Notice