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Home My WebLink About2015-00762 - septic � CITY OF ORONO * 2 0 1 5 - 0 P1 7 6 2 * . 2750 KELLEY PARKWAY DATE ISSUED: 06/19/2015 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 100 KINTYRE LA PIN : 32-118-23-43-0020 LEGAL DESC : KINTYRE TWO : LOT 3 BLOCK 2 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL COI�STRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM) ACTIVITY : MOUND SYSTEM - SEPTIC NOTE: (3)PRECAST CONCRETE 1300 TANKS=MOUND SYSTEM 630 S.F. APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 STATE SURCHARGE SEPTIC 5.00 HAYES& SONS EXC. INC. TOTAL 405.00 263 82ND STREET S.E. Payment(s) MONTROSE, MN 55303- (763)479-1762 CREDIT CARD 5293 405.00 Minnesota State License#: sept-L640 OWNER Andrade Land Company 6102 OLSON MEMORIAL HWY GOLDEN VALLEY, MN 55427- AGREEMEIVT 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 sepazate 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 da[e of issuance,or if cons[ruction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring aIl required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. � �L�� (�� ? 1 �� r��s�: l� , l�y, r � � Applicant Permitee Signature Date Issued By Signature � Date � t ,/'��"�,� City of Orono FOR CITY USE ONLY / �.�� P.O. Box 66 / � Zcl�-�' 7� � % 2750 Keliey Parkway Date Received: lt� I( �JS Permit# I � Crystal Bay, MN 55323 f (952)249-4600 Amount: $ ..� y, r � (� j✓ ��'�E'S}i t7�� '�.____ 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: Site Address: � �(� �Z�.�`-�-ti�� v.-e Owner: c,,., � rr.eS Mailing Address: City: Zip: Home Phone: Alternate Phone: ��¢�� s`'(' ' Contractor/Applicant Information: Contractor/App.: � -�S �S u-z. 5 Contact Person: y� Address: � S� �ZL'��t.S� State License #: �� v � N E '� City: ��.P Zip: �� Expiration Date: ��,Sr Phone: �j�Z • � 7�_] U CZ �, _ Alternate Phone: �� 76 z-- �v s i��,,� TYPES OF OCCUPANCY Residential ❑ Commercial ❑ Other PERMiT Tl(PE AND FEES New or Replacement System $400.00 �J Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 c,c1 Tota I $ � �'�— 1 / 2 i � � ! *�� :��'�* : . ,� : :t�� i� t� =b�»�a�f+��rt��l . '� � , I wili be installing the foilowing: T ks Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: 3 Size of Tanks: > �U �� J� 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 rec Signature of Applicant Date: � � �� MPCA License No.: C�� Staff Review: Accept ❑ Denied Reviewer: Date: l Reason for Denial: Comments (to be printed on inspection card): 2 /2 / � , � , CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION C��#�R�L��'t�F�` `� 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 . , �� , � � �� Joseph �lson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License #810 11�81 Ri�•er-��ic�� Rd. 1E, Hano��er, :�1?� 55341 (763) �98-8779 Fax (7b3) -�98-8290 � � Revised Mav�, 2015 � � �� T��ovember 03,2005 Gon�ea Homes /Q S�/�„� �G��P � �� e � � 100 kint��re Lalie �� Orono. Hennepin Count� ) � G�W� � � d This on-site Se��a_e Treatment S�stem is desi�ned for a T�pe I. Five-bedroom home in accordance��ith the Minnesota Poilution Control A�encr Chapter 7080 and local ordinances. The periodicall� saturated soils ��ere located at 22"-34"(mottled soil). Due to the periodicall��saturated soils, a pressurized mound s�stem �+ill need to be installed to treat the septic effluent. The bottom of the treatment area must be located at least 3' abo�e the saturated soils. The soils at a depth of 12" have a percolation rate a��eragin�6 MP1. All tanl:s need to be insulated if there is less than n�o feet of coti�er over the top of the tanks. Clean outs must be installed on the end of the laterals for maintenance. Use 7�32 inch perforations on the laterals. All neighboring wells are greater than 100' from proposed treatment areas. A 1300 gallon pumpin��chamber��ill need to be installed to lift the effluent to the treatment area. The poti�er suppl� and S��itches must be located outside the manhole and pumpine chamber in a �+eatherproof enclosure. A warnina de�ice must be installed ��ith li��ht and sound devices:this is in case of a pump failure. l�he manifold and suppl} line must have back drainage to the pumpin��chamber. Kee�all heavv e4uinment o}'f of the�ronosed treatment areas before durino and after construction The area around both sites must be fenced off b� the contractor before an� construction be ins. VVith proper installation and maintenance. this s�stem should have no problem in treatin�septic ettluent effectivel�. Nothin�other than �ra� ��ater,(laundr�. sho��ers,etc.) Human ��ater and toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used the�� ma} cause harmful damage to�our septic s�stem. It is recommended that �ou pump the septic tanks every t��o years. ' Sincerelv. CITY OF ORONO Joseph J. Olson SEPTIC PE T PLAN IE INSPECTO D T PERMITNO.�(„�,�„�,m1�� A PRO :D AS S[ii��tITTED AAPROV�D WITH CORRECTfO1V'�AS NOTED hOT APPROVEU-CORRECT&RE3UAMIT Thcsc commcnts arc Por your infonnatiun. AU work shs11 be daN in full compliunce with aU appliauble septic and zoning eucie, krquirements including items not speci!'icatly notai la this IrevieM. KEiGP TNIS PLAN SET ON SITE AT AL4 TIME$ , �_. , / . . , ,� �.e.��1. . . , ��.- .'t ,_�,�..,.._- __._ ._�_---- y�s_' � �r , � � � � �_ I 1 - � ! � i � j I i � ! �� , ; � i .,- �' �'�' ' ! S F�'. . � � � � o i E F• � i J � T� ; i � ' C{' ' ( ( �` b' � I � L7 � i i � ! 1 ! � � �W 1� i � �. ' i � � �(�+ ` i � � i � � 1 i � r \ r''� � � ; � ____..��`--� � � I � ': . s �, � , � � ' ' � � i � � � : ' ' � ; � , : i �.'' � � . :. i �� J A j ' �Y I ?� �'i � � � I �� S��----�' _".�'�-- i � l � ��+ ��. � �..- i �� „- \ ` ' �f~� � # �," '"'�. �: ' \ " J � ' �r� �+ � T � _ �'' \ • / <� � ''�. =' `` _� '� � ��\ 1 W"' i , ,) � � �-f � � ,�, ��, „ u �, ^ ��t, ,� ,� � s � .,� v '`-,.., �t : i :� _ � � . r: y. �y /� � Y �11 �� ti �+ \� � • � � (�\! 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BC? 6�4L1 9�� '- �lNG Ei.EVR't'1QN� MOt►NU SYSTEM DESIGN ` ��j[►L,. kG D �nt�t�_ yy 7"ypel__.�Bedroom,Average percolation rate�i_ �'�"•BACKfi '�„��,,;_9�a.� Syst�a mu�t b� TH.tI'�{�L.•S e�� S'J gal/day �3u sq.ft.of treatment a�ea G,3 v {/IO ft.width=�? ft.length of bed area Ti/1�,,,,,,,,;,'�[ii��qqp� r.�E�..M�,.g�� . ;�,:'d�qro t�tit� .�6 E!».°I�v r Side slope run 4 ta 1 x 3•� height= yo h.x��h, Law�area. �� ?L� - �$�G u Y1wMiqltlE 1tmA„�„�t't�um�S■...:�� Clean rock needed plus 20 �8 cu.yds_Coarse washed sand ��1 � cu.Yds.Average sand depth !;y YI�(p*t��,npa�i�i��►�� S�6��tn M� Sandy bam I°1 cu.yds.,Topsoil 6" �O 3 cu.yds.plus SO% 9 y cu.Yds. . ��i�� Number of tanks a ,1�`tank�j�i gals.,2nd tank�„��v gals.,Pump chamber capacity !3r.�gals. P�tQP`�RTY qi�:,,,�oa��'��-�.x� .�gals./1001ineai feei of�"dia.Su t?D u"i R, ��1 N� ' pply pipe,linea!feet needed 7U �L2�,�o� ��n�N, %,!c„P� .L'ca,a.�T« Distributian pipe_�"dia_ I� lineal feet,�dia.PerForations�"apart • Float set at "�gats.,�tirnes per day Pump curve ?�!min.�fee#head pressure. - - L1aba:�L��'h. 7b3-�98-8779 " Ru�ty Olsan'$�8t�1 �nd P�raola�wt`�'esttr� . M,��,n�-''� fJSTP Design Summa Worksheet UNIVERSITY Conaol Aq��cy � OF MINNESOTA '" ,,,�� Property Owner/Client: Gonyea Homes Project ID:�v 06.12.13 Site Address: 100 Kintyre Lane,Orono MN Date: 5!5/15 1. DESIGN FLOW AND TANKS A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design J1ow fs considered a peok jlow rate �ncluding a sajety jqctor.For ionq term perJormonce, the overoge e. Septic Tanks: doily Jfow is recommended to be�60%of ihis value. Minimum Code Required Septic Tank Capacity: 3250 Gallons,in ��Tanks or Compartments Recommended Septic Tank Capacity: 2250 Gatlons,in �_�Tanks or Compartments Effluent Screen: No Alarm: No C. Holding 7anks Only: Minimum Code Required Capacity:�Gallons,in �—ITanks —1 Designer Recommended Capacity:�_�Gatlons,in ��Tanks Type of High Level Alartn: � D. Pump Tank i Capacity(Code Minimum):C�Gallons Pump Tank 2 Capatity(Code Minimum): ��Gallons Pump Tank 1 Capacity{Designer Ret): ��Galtons Pump Tonk 2 Capacity(Designer Rec): �Gallons Pump 1 36.0 GPM Total Head 15.9 tk Pump 2�GPM Total Head C�ft Supply Pipe Dia. 2.00 in Dose Volume:��gat Suppiy Pipe Dia.��n Dose Volume:��ga� 2. SYSTEM TYPE Type of Soil Treatrnent and Dispersai Arta• Q hmdi Q Bed �i Mo�xW r �Warlly Wc4butlon Q Ressirc Dlstributlondevel �Re�s�re Dictrbutlm�Unkvel �oriP Q Hddirx�Tank Q ae-crede •Selection Required Benchmark Elevation: sea level ft Benchmark Location: �— System Type Type of Distribution Media: �Type I ❑Type ll O Type III [�Type IV ❑Type V �Drainfield Rodc []ReqistereG 7reatment Medfe: 3. SITE EVALUATION: A. Depth to Limiting Layer: 22 in 1.8 ft B. Measured Land Slope X:C 4.0 % C. Elevation of Limiting Layer: 980.4 D. Soil 7exture: Loam E. Loc.of Restricive Elevation: � F, Solt Hyd. Loading Rate: 0.60 GPD/ft2 G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: b,0 MPi I. Code Maximum Depth of System: Mound in tomments; 4. DESIGN SUMMARY Trench Design Summary Dispersal Area��ft� Sidewatl Depth�i� Trench WidihC�i� Total Lineal feet�ft Number of Trenches� tode Maximum Trench Depthr_�� Contour Loading Rate�#t Designer's Max Trench Depth��i� Bed Design Summary Absorption Area��ft2 Media Betow Pipe��n Code Maximum Bed DepthUfn Bed width��ft Bed Length��ft Designers Max Bed Depth��n . . � : •M+�„��,�,,,��„ OSTP Design Summary Wo�ksheet UNIVERSITY Control Aqency OF MINNESOTA > �� Mound Design Summary Absorption Area 625.0 ft� Bed Length 63.0 ft Bed Width 10.0 ft Absorption Width �Z,p ft Clean Sand Lift 1,2 ft Bertn Width (0-1%)�_�ft Upslope Berm Width 10.0 ft Downslope Berm Widih 20.0 ft Endslope Berm Width ��,p ft TotalSystem Length 85.0 ft TotalSystem Width 4p,p 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 RateC�gal/ft Upslope Bertn Width�_�{t Oownslope Berm Width��ft Endslope eerm Width��ft 5ystem Length�ft Sysiem Width�ft Level&Equal Pressure DistMbution Summary No.of Perforated Laterals�� Perforation Spaci�4�ft Perforation Diameter 7/32 in Lateral Diameter 2•00 in Min. Detivered Volume��gal Maximum Detivered Volume 188 gal Non-Level and Unequnl P�essure Dist�ibution Summary Elevation Pipe Volume Pipe Length Perforation Size (ft) Pipe Size(in) (gaUft► (ft) (in) Spacing(ft) Spacing(in) Lateral 1 Minimum Delivered Volume Lateral 2 �gat Lateral 3 taterat 4 Maximum Delivered Votume Lateral 5 Lateral 6 �Sal 5. Additional Info tor Type IV/Pretreatment Design A. Calculate the organic loading using optio» f or 1 1. Organic Loading -Pounds of BOD X Units lbs/day X �� _ ��y�gOD/day 2. Orgonit Locdinq to Pretreatment Unit =Design F(ow X Estimated BOD in mglL in the efftuent X 8.35+ 1,OOD,000 4Pd X ��mg/L X 8.35=1,000,000= �_�lbs BOD/day B. Type of Pretreatment Unit Being Installed: t. Catcutate Soii Treatment System Organic Loadfng: Ibs.BOD/dny�Bortom Area =Ibslday/ftZ lbs/day+ ��ft2 E �lbs/day/ftZ tomments/Spettal Design Considerations: I hereby certify that I have completed tfiis work in accardance witfi alt applicable ordinances,rutes and laws. Joseph J QLson 810 05/05/15 (t)esigner) � ignawre) �� (License lt) (Date) � � � � � OSTP Mound Design UNIVERSITY �Cornro A�m�n Worksheet > 1 % S[ape OF MINNESOTA � � y - �., 1. SYSTEM SIZING: Project ID: ��i y 2 �3 A. Design Flow: 750 GPD TABLE IXa B. Soit Loading Rate: 0.60 GPD/ft2 �ADMIG RATES FOR DETER�IiNMG�OTTOM AeSOR►TqN AREA nw,�sort�noN rt,�►�os usu+�paecou�or+�s t. Depth to Limiting Condition: 1.8 ft �"`�` `'�"�"'2�°� v�.�rue�e D. Percent Land Slope: 4.0 � �� `��'oidfn� � �� ++i'> a"° ��,� �.a° E. Design Media Loading Rate: 1.2 GPD/ft� `�� 1 F. Mound Absorption Ratio: 2,pp o+�o s �,z � �,a � 01 to 5(fx�e saM Q,6 2 1 7.6 O�E�' and ba firx aa ��T'��;: 6 to 15 0.78 7.6 1 1.6 �p�� 0.6 2 0.78 2 �d • TOztu�o-dOrfvpd POft RatY � ry101JfMd�i�o�ti0n f �$ 31 to 45 0.8 2A 0.78 4 ��: 46 to 60 0.46 2.8 0.6 2.6 s 60mpi 1.0. 1.3,2.0.2.4,2.6 :.�x 6�1O��0 - 5 0.3 5.3 , 5�20 - - - - 61•120 mpi dR S.0 ..a2 . "Systems with these values are not Type I systems. : �io n,p;• >5,0• _b. Contour Loading Rate (linear loading rate) is a recommended vatue. 2. DISPERSAL MEDIA SIZING A• Catculate Dispersal Bed Area: Design Flow= Design Media Loading Rate =ft2 750 GPD : 1.2 GPD/ftZ = b25 ftZ if a larger dispersal media area is desired, enter size: 630 ft2 B. Enter Dispersat Bed Width: 10.0 ft Can not exceed 10 feet C. talculate Contour Loading Rate: Bed Width X Design Media Loading Rate �� ft2 X 1•2 GPD/ft2 = 12.0 gal/ft Can not exceed Tobte 1 D. Catculate Minimum Dispersal Bed Length: Dispersal Bed Area = Bed Width = Bed Length 630 ft2 = 10.0 ft = 63.0 ft 3. ABSORPTION AREA SIZING A. Calculate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width 10.0 ft X 2.0 = 20.0 ft B. For stopes >1�, the Absorption Width is measured downhitl from the upslope edge of the Bed. Calculate Downslope Absorption Width: Absorption Width - Bed Width 20.0 ft - 10.0 ft = 10.0 ft 4. DISTRISUTION MEDIA: ROCK A. Media Volume: Media Depth X Length X Width 1.�0 ft X 63.0 ft X 10.0 ft= 630 ft3 = 27 = Z3 yd3 � 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRQDUCTS: CHAMBERS AND EZFLOW • A. Enter Dispersal Media: B. Enter the Component Length: �ft Enter the Component Width: �ft C. Number of Components per Row= Bed Length divided by Component Length (Round up) �� ft - �� ft= �components/row D. Actual Bed Length = Number of Components/row X Component Length: �tomponents X ��ft = ��ft E. Number of Rows= Bed Width divided by Component Width (Round upy � ft - �� ft= �� rOWS Adjust wldth sa this ts on who(e number. F. Totat Number of Components= Number of Components per Row X Number of Rows � X � ' ��components 6. MOUND SIZING A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition =Clean Sand Lift 3.0 ft - 1.8 ft = 1.2 ft Design$and Lift (optional): ��ft B. Calculate Upskope Height: Clean Sand Lift +media depth +�aver{1 ft.) = Upslope Height 1.2 ft + 1.0 ft � 1.0 ft= 3.2 ft C. Select Upslope Berm Multiptier(based on land slope): 3.45 La�d Slape 9b 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.� 3.85 3.7i1 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2J8 2,70 D. Calculate Upslope Berm Width: Multiplier X Upsiope Mound Height = Upstope Berm Width 3.45 ft X 3.2 ft = 10.0 ft E. Calculate Drop in Etevation Under Bed: 8ed Width X Land Slope = 100= Drop (ft) 10.0 ft X 4.0 � = 100= 0.40 ft F. Calculate Downslope Mound Height: Upslope Height + Drop in Elevation =Downslope Height 3.2 ft « 0.40 ft = 3.6 ft G. Select Downslope Berm Muttiptier(based on land stope): 4.76 �and Slope% 0 1 2 3 4 S b 7 8 9 10 11 ' 12 Downslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.$0 3.95 4.11 4.29 4.48 4.69 BermRatio 4:1 4.00 4.17 4.35 4.54' 4.7b 5.00 5.26 °5.56 5.88 6.25 6.67 7.14 '7.69 H. Calculate Downslope Berm Width: Multiplier X Downslope Heighi = Downslope Berm Width 4.76 x 3.6 ft = 17.0 ft I. Catculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width + 4 feet 10A ft +� 4 �ft = 14.0 ft J. Design Downslope Berm =greater of 4H and 41: 20.0 ft K. Select Endslope Berm Multiptier: 3.OQ (usually 3.0 or 4.0) L. talculate Endslope Berm X pownstope Mound Height =Endstope Berm Width 3.00 ft X 3.6 ft = 11.0 ft M. Calculate Mound Width: Upslope Berm Width + Bed Width + Downslope Berm Width 10.0 ft + 10.0 ft + 20.0 ft = 40.0 ft N. Calculate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width 11.0 ft + 63.0 ft + 11.0 ft = 85.0 ft • 7. MOUND DIMENSIONS ---------Upslope (4.D� --- �o.o ___--- -------- -,, ,'� � , �, , , � � � � � � o Endslo �a.� Dispersal Bed: {2.g x 2,C) .�, ' Endslo 4.L m � $ �1.0 10.0 X 63.0 � 11.a 3 , � � � � v � � ; c � � � � � � ' 20 0 ' , , , , , , � Downslope (4.J) � ------------------------------------- —------- Total Mound Len th 4.N 85.0 4" inspection pipe 18" cover on top 20.0 U slo berm (4.D) Downslo e berm 4.J �o.o 1�" cover on sides (6" topsoil) Ctean sand lift (4.A) �,2 Depth t� Lii7�itin� 11.�► -__. __ _ __ _._� _ , �.8 Limiting Conditic,n. __ __ -_._______------- Abwr tion Width (3.A -- ---- -�-- ----,------ IVote: 20.0 For 0 to 1� stopes, Absorption Width is measured from the BedequaUy in both directions. For slopes >1�, �4bsorption Width is measured downhitl from the upslope edge of the Bed. Comments: ��=� OSTP Mound Materials Worksheet UNIVER5ITY Minnesota Pollutbn OF 11�1NNESOTA Cont�ol Age�cy ,.��. Pro)ectl : v 06.12.13 A• Calculate 8ed (rock)Volume:8ed Lengrh (2,C X Berl Width 2.8)X Depth m Volume ft' 63.0 ft X 10.0 ft X 1.0 = b30.0 ft' Divide ft'by 27 ft'/yd'to calculate cubic ards: 830.� ft' � 27 = 23.3 yd3 Add 20�for constructability: 23.3 yd3� 1.2 g 28A d; Y B. Calalate Clean Sond Vo(ume: Volume Under Rock bed:Average Sond Deptb x Media Width x Medio Lengih =cubic feet 1•4 ft X 70.0 ft X 63.0 ft = 861.0 ft; For a Mound on a slope from 0-1% Volume from Length e�(Upslope Mound Height-1)X Absorption Wfdth Beyond Bed X Media Bed Length) ft •1) X X ft = Vdume from Width=��Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Width) ft -11 X X {� _ Total Gean Scnd Vo(ume: Volume from Len [h+Yolume from Widih+Volume Under Medio �� ft3 + �� ft3 i ft3 _ 3 ft For a Mound on a slope greater than 1% Upslope Volume:((Upslope Mound Hef ht • 1)x 3 x Bed Length)*2=cubic feet il 3.2 ft -1) X 3.0 ft X 63.0 )�2= 204.8�ft3 Downslope Votume:(�Downslope Neight• l) x Downstope Absorptan Width x Media Length)t 2=cubic feet 11 3.6 ft-t� X 10.0 ft X 63.0 )*2= 808.5 ft' fndslope Volume:(Downs(o Mound Hei ht- 1) x 3 x Mediu Widlh =tubic feet ( 3.6 ft-1 ► X 3.0 ft X 10.0 ft = 77.0 ft3 Total Ueon Sond Volume:Upslope Vo(ume +�wnstope Volume +fRdslope Volume •Volume Under Medio 2D4.8 ft' + 808.5 ft' , 77.0 ft� + C 861.0 ft�= 1951.3 �3 Divide ft'by 27 ft'/yd'to calculate cubic yards: 1q51,3 f�3 � Z7 � �Z 3 yd3 Add 20�for constructabiliry: 72.3 yd'X 1.2 = 86.7 3 Y� C. Catwlate Sundy Berm Vo(ume: Totol Berm Vofume(approx):({Avg.Mound Height-0.5 ft topsoil)x Mou�d Width x Mound Le th)»2=cubic feet ( 3.4 _ 0.5 )ft X 40.0 ft X 85.0 }+2- 4873.3 ft3 Tota!Mound Yolume-ttenn Sond vo(ume-Rock Vofume=cubic feet 4873.3 ft3 - t951.3 ft3 • 63U.0 ft3 = . 2292.1�ft; ��J Divide ft'by 27 ft'/yd3 to calcutate cubic yards: 2292.1 ft3 = 27 = gq,q yd' Add 20%for constructability: �;,� _ L_: ydl x 1.2 101.9 yd3 D. Calculate Topwil AAaterin!Volume:Tota!Mound Width X 7ota1 Mound Length X.i Jt �� ft X 85.0 ft X 0.5 ft = 7700.0 ft� Divide ft'by 27 ft'/yd'to calculate cubic yards: 1700.0 ft' + 27 = b3.0 Yd; Add 20�for corntructability: 63.0 ; _ yd x 7.2 - 75.6 yd� � . � � OSTP Pressure Distribution Mf�nesots Pollution Design Worksheet UNIVERSITY Contro! enc OF MINNESOTA � �`+�,�- ProjectlD: v 06.12.13 1, Media Bed Width: �0 ft 2. Minimum Number of Laterals in system/zone = Rouded up number of[(Media Bed Width -4) = 3J + 1. t �� " 4 � + � _ ��laterals Does nor Qpply ro ar-grades 3. Designer Selected Number of Laterals: C�taterals Cannot be less thvn tine 2 (eccent in�c-Qrades) --. 4. Select Perforation Spocing: 3.0 ft • � ...� �� - ,. -;s �i.'�,,,w.w�.�„w«w��.w,.� �•:��r�n„w �--��' 5. Select Perforation Diameter Size: 7/32 in .-a.... ...,,...�.,�.�. �.,o..�..,.,.,..,; b. Length of Latera(s = Media Bed Length - 2 Feet. 63 • 2ft = 61 ft Perforotion can not be doser then � foot from edge. � Determine the Number oJ'Perforation Spaces. Divide the length of Laterals by the Perforation Spacinq and round down to the nearest whole number. Number of Perforation Speces b1�ft = �3�ft - 20 Spaces Number of Perforotions per Lcrtera! is equa!to 1.0 plus the Number of Perforation Spaces. Check table 8. below to verify the number of perforations pe�lateral guarantees less than a 10%discharge va�iation. The value is double with a center manifold. Perforations Per Latera! _ ?0 Spaces + 1 = 21 perfs. Per Lateral M�xiiat�Nunbe�d Pwkr�Eioas ht l�wiln G�w�r�<�(,p�� • °r�0"s 1l31 N�c#t Pwfontions Perfor�tion Sp�ci�{feet) �Di�rretrr IMtiti�s) Perforation Spxiei Pi�e pi�e�ter{I�ks� 1 1K tvt 1 3 {k'et) t 1Vtr tv! 2 3 Z f0 f3 1i �0 i0 2 I1 16 21 3� 6a � d 12 i6 ID ',H 2Vt f0 14 24 32 M � i 12 1� 2S 61 3 ' f 14 19 3D {,p 3t16 kKh Perfar�tions 1�� P+�furation Spicin��Feet? ��K thd�e�s� P�r{o�tioi,SP�nt ��(�es) t 1K t'� 2 3 IFeet1 1 1�[ 1K 2 3 2 12 1i 2i �i i7 3 3i 3� M 7� 1!9 � 12 i7 2� �0 �0 3� 20 3p 41 69 13S � 11 1i 22 �1 7""� , 3 � 29 36 i� 12i 9• Totvl Number of Perforations equals the Number of Perforations per LdteroC multiplied by the Number of Perforated Laterals. 21 Pert. Per Lat. X �3 �Number of Perf. Lat. = b3 Totat Number of Perf. 10. Setect Type of Manijold Connection (End or Center): 0 End ❑ center 11. Selec[LQteral Diameter (See Table): 2,pp in � , � � OSTP Pressure Distribution Minnesota Poilutbn UNIVERSITY Desi n Worksheet Control A nc � OF MINNESOTA `�,�- 12. Calculate the Square Feet per Perforation. Recommended value is 4-11 ft 2 per perforotion. Does not appl y to At-Grcdes a. 8ed Area = Bed Width (ft) X Bed Length (ft) 10 ft X 63 ft = 630 ft� b. Squore Foot per Perforation = Bed Area divided by the 7otal Number of Perforations. 630 ftZ - 63 perforations = 10.0 ft2lperforations 13. Select Minimum Averoge HeQd: 1.0 ft 14. Select Perforetion Discharge (GPM) based vn Table: 0.56 GPM per Perforation �5• Determine required Ftow Rate by multiplying the Total Number of Perfs. by the Perforation Distharge. 63 Perfs X 0.56 GPM per Perforation = 36 GPM 16. Votume of Liquid Per Foot of Distribution Piping (Tab(e 11): 0.170 Gallons/ft 17, Volume of Distribution Piping = __ ____ Table II —� _ [Number of Perfornted Latero(s X Length of Laterals X (Volume of volume of Liquid in � Liquid Per Foot of Distribution Piping] p�� ; PiPc �iquid �� X 61 ft X 0.170 gallft = 31.1 Gallons ' Diameter Per Foot {inches) (Galbns) 18. Minimum Delivered Volume = Volume of Distribution Piping X 4 1 0.045 ; 31.1 gals X 4 = 124.4 Gallons �� $ 1.5 0.110 2 �.17� y mam p�pe� 3 O.380—� � 4 0.6b1 � � _cka�,u __---- - P�Pe�P�mP - , n OUfS Mani(dd ppe. ♦ '� � � , .� , � � , � 81tEttWtE�OWtIM ------ OI � ffWti �AlterMk bcation of piPe fnDm P�mP Y' from Comments/Special Design Considerations: � , � � OSTP Basic Pump Setection Design uN � MinnesotaPollutbn I ERSITY �� Worksheet OF MINNESOT� � 1. RUMP CAPACITY 1-' ProjpctlD: v Ob.12.13 Pumping to Gravity or Pressure Distribution: Q �ravny Q qesnre Selection required 1. It pumping to gravity enter the gallon per minute of the pump: �GPM /10-45 gpm) 2. if pumping to a pressurized distribution system: 36.0 GPM 3. Enter pump description: � 2. HEAp REQUIREMEN75 a�maar w� A. Elevation Difference g � ��ft � between pump and point of discfiarge: ww`'+a"` ft �� EtlNflFMte� ,,. B, Distribution Head Loss: r 5� ---- �_. C. Additional Head loss: �ft(due co spec;a�equipmenc,ecc.) ----------------------•- Distriisution Head t�oss Table I.FNctlon Loss in Plastlt Pi per t00ft Gravtty Dtstrtbuttor► @ oft Flow Race Pi Dfarrneter �inches) IGPM) 1 1.25 1.5 ! 2 Pressure Distrlbution based on Min9mum Average Nead 10 9.1 3.1 1.3 0.3 Value on Preswre Oisuibutlon Worksheet: 12 12.8 4.3 1.8 0.4 Minitnurr�Ave�a �We�d Distributbn H�ad Lo�ss, 14 17.0 5.7 2.4 ' 0.6 1ft 5ft 16 2�,g 7.3 3.0 0.7 2ft 6ft 5ft 1�t 18 9.1 ' 3.8 0.9 20 11.1 4.6 1.1 �5 16.8 6.9 1.7 D. 7.Suppty Pipe Diameter: 2.0 in 30 23.5 9.7 2.4 2.Supply Pipe Length: 70 ft 3S 12.9 3.2 � 16.5 4.1 E. Friction Loss in Plastic Pipe per 100ft from Table I: 45 � 20.5 5.0 � 6.1 Friction Loss= 3.32 ft per 10pft of pipe SS �,3 � I 8.6 F. Determine Equivalent Pipe Length from pump discharge to soil dispersal area discha�e 65 , �p� point. Estlmate by adding 25%to supply pipe tength for fitting loss. Supply Aipe length �� (D.2) X 1.25=Equivalent Pipe Lenqth ��•4 75 I 13.0 �0 ft X 1.25 = 87.5 fi gs 14.4 95 20.1 G. Catculate Suppty Friction Loss by multiplying Friuion Loss Per 1DOft (Line E)by the£quivolent Prpe Length �Line F)and divide by 100. Supply Friction Loss= 3.32 ft per 100ft X 87.5 ft f 100 � 2.9 ft H• Tota(Hend requirement is the sum of the Elevation Dijference {Line A),the Distnbution Mead Loss(Line B),Additional Head Loss(Line C),and the Supply Friciion Loss(Line G ) 8.0 ft + 5.0 ft * �ft + 2.9 ft = 15.9 ft 3. PUMP SELECTlON A pump musi be selected to deliver at least 36.� GPM�Line 1 or Line 2)with at teast 1 5.9 feet of toWt head. Comments: Loas of Soii Borinas l.icense#810 Location or Project: Porposed lot 3, Block 2 Mackinnon Hili Borings made by: Rusty Olson's Soil and Perc#esting 10/20/2005 Classification System: AASHO : USDS-USDS-SCS X ; Unfffed ;Other Auger used {check two): Hand X_,or Power_, Flight,8ucket or Probe_X Boring Number 1_Surface elevation 986A_ Mottled Soi!at 2.0 feet 0"-14"Dark brown loam 10yr312 H2Q present at X_feet 14"-24"Brawn loam 10yr4/4 24"-30"Rusty brown loam 10yr5/4 Boring Number 2_Surface elevatian_984.5._ Mottled Soil at 2.5�feet 0-22"Daric brown loam 10yr3l2 H24 present at X_,feet 22"-30"Brown loam 10yr414 30"•36"Rusty brown loam 10yr5/4 Soring Number_3_Surtace Elevation_982.2 Mottled Soil at 2.0 feet 0-14"Dark brovvn loam 14yr3/2 H20 present at X_ 14"-24"Brown foam 10yr4/4 24"-30"Rusty brown loam 10yr514 Boring Number 4 Surtace elevation 982.2,_ Mottled Soii at_1.8�feet 0.14"Da�ic brown loam 10yr3/2 H20 preseM at X_ 14"-22"Brown k�am 10yr4/4 22"-30"Rusty brown loam 10yr�/4 Boring Number 5_Surface elevation_981.2_ Mottied Soil at 2.0_feet 0-1+i"Dark brown loam 10yr3/2 H20 present at_X_ 14"-24"Brown loam 10yr�4/4 24"-30"Rusty brown loam 10yr5/4 Soring Number 6_ urfac�e elevation_984.5_ Mottled Soil at 2.8 feet 0-24"Dar1c brown loam 10yr3/2 H20 present at X_ 24"-34"Brown bam 10yr4/4 34"-42"Rusty txc�rnm laam 10yr5/4 Boring Number 7_SurFace elevation_986.0_ Mottle�d Soii at_2.8 feet 0-24"Dark brown laam 10yr3/2 H20 present at X_ 24"-34"Brown loam 10yr414 34"-42"Rusty brown laam 10yr5/4 Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olsvn's Perc. starting at 8:30 A.M. On 11/01/05 Location: Proposed Lot 3, Block 2 Mackinnon Hill Hole number.1 Date hole was prepared: 10131/OS Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data ftom test hole: Depth, incfies Soil texture 0-12" DaNc brown loam 10y�312 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial wate�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 fo�at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 8:50 9:20 6" 4.5 6.6 9:27 9:57 6" 4.4 6.8 10:f36 10:36 8" 4.3 7.0 AVERAGE PERC. RATE 6.8 MPI Percolation Test Data Shest Lic.#810 Percolation test readings made bya Rusty Olson's Perc. starrting at 8:30 A.M. On 1110�/05 Location: Proposed Lot 3, Block 2 Mackinnon Hill Hole number.2 Date hole was prepared: 10/31/05 Depth of hole bottom_72"_inches, Diameter of hole_6":inches. Soil data from test ho{e: Depth, inches Soil texture 0-12" Daric brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom af hole 2 inches: Date and hour of inifia!water filling 10/31/05 At 11:00 A.M. depth of in�ial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches a#water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hoie bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 8:51 9:21 6" 4.3 7.0 9:26 9:56 6" 4.2 7.1 10:07 10:37 6" 4.2 7.1 AVE GE PE C.RA E 7.1 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 Loca�on: Proposed Lot 3, Block 2 Mackinnon Hill Hole number:3 Date hole was prepared: 10131I05 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soi1 texture 0-12" Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottam of hole 2 inches: Date and hour of initial water filling 10/31/05 At 11:00 A.M. depth of initial water filling 12 inches above hole bottom. Method used to maintai� 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 Dro in W20 Perc Rate 8:52 9:22 6" 4.7 6.4 9:25 9:55 6" 4.6 6.5 10:08 10:38 6" 4.6 6.5 AVERAGE PERC, RATE 6.5 MPI Percolation Test Data Sheet Lic.#810 Pen:olation test readings made by: Rusty Olson's Perc. sta�ting at 8:30 A.M. On 11/01/05 Location: Proposed Lot 3, Block 2 Mackinnon Hill Hole�umber.4 Date hole was prepared: 10J31105 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 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and Mour of initial water filling 10/31/05 At 11:Q0 AM. depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water deptt�in hale 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 8:53 9:23 6" 5.5 5.4 9:24 9:5�t 6" 5.5 5.4 10:09 10:39 6" 5.5 5.4 AVERAGE PERC. RATE 5.4 MPI DATE TIME CITY OF ORONO CALLED IN INSI�ECTION NOTICE SCHEDULED =� ' PERMIT NO.?�l��—O�7GZ.COMPLEfED � ADDRESS ��D 1 vl'�irvt�_ �(`,��?� OWNER TELEPHONE NO. CONTRACTOR �' .� s � DESCRIPTION . �� l��S �,�'�tY��1��1��/�G*� tl� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ EWER HOOK-UP 1 ❑ HARD COVER REMOVAL v ❑ DEMO-SITE SEPTIC NSTALL��1��5 ❑ FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO ME U:_YES�NO � � f�y � COMMENTS: ��! �C4 f' � � � � oV G'�`��' � � , � H � O � W /� Q '��2 ` ` � i�1 d r ,Q tn f � M� i Z W � W � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP OfiDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52) 249-46�� OwnerlContract site: Inspector. White Copyllnspector's File Canary CopyfSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN -/ INSPECTION NOTIC .� �HEDULED ! ��'ZT PERMIT NO. �6��DD�i�— oMPL ED ADDRESS OWNER T EPHONE N �?��s g�� CONTRACTOR � DESCRIPTION � �� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILL�NG 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 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTMCTOR TO MEET YOU:_YES_NO y COMMENTS: a� � O � ' � � � ° - l t aw W °C u Q � � �y - W aC , d W� ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK�LL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. p pF{pTOTAKEN INSPECTOR WFLL RETURN O STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 on site: Inspector White CopyAnapector's Fils Cenary CopylSite Notice , f DATE TIME CITY OF ORONO CALLED IN INSPECTION NO ICE SCHEDULED __1�� .� = �l'� PERMIT NO. �" �Z C MPLEY�D ADDRESS OWNER TELEPH NE O. , ��Z �a� s��`�r; CONTRACTOR e c�-��15 � DESCRIPTION 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 ❑ 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 OWNER/CONTRACTOR TO MEET YOU: YES_NO y COMMENTS: � W a � G Q O � � � L� t�2 S�� Ic � W � Q � 2 � i C� � �� W � � J d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE �CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALI FOR REtNSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52) 249-4600 OwnerlCon or on site: Inspector. White Copyllnspector's File Canary CopylSite Notice ✓ •!'�� TE TIME CITY OF ORONO cnLLED IN � � INSPECTION N TI E SCHEDULED �� PERMIT NO. s PL En 3S 30 ADDRESS OWNER T LEPHONE NO.�2/3"t��s�`�� CONTRACTOR � � � DESCRIPTION G 4~j ❑ 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 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET Y�OU:_YES_NO ti COMMENTS: o� a o � �t' r' � � � � 0 W � Q � � w � j d W RKSATISFACTOFlIF PROCEED ❑PROJECT COMPLETE ❑ ECT W'ORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑(�RRECTVINDRK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOMERING PERMANENT ❑WRRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspect�n 24 hours in advance. (g52) 249-4600 OwnerlCorrtra on site: Inspector: White Copyllnspecto�'s File C�nary CopylSite NWfce �� - ✓ DATE TIME CITY OF ORONO CALLED IN - INSPECTION NO ICE SCHEDULED /%`�O XS �3'� PERMIT NO. �-5 7 � LETFD ADDRESS �d OWNER �ONE NO. /✓'i' �S-c1��J CONTRACTOR ry � � DESCRIPTION �L:-��LGt-e ,7�-G� � tl� ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ XCAV/GRADING/FILLING y ❑ 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 J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a o �t {�l/1 s fi �. � ° r'(�l P� D � W � � � � � �� i 2 � CQ / G�` / {� � �J � 2G( P� ut` � a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ORRECT WORK,CALL FOR REiNSPECTION TEMPORARY � PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP OROER POSTED.CALL INSPECTOR O CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52) 249-46�0 OwnerfContrac on site: Inspector_ White Copyllnspector's File Canary CopylSite Notice