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Home My WebLink About2015-01033 , , CITYOFORO O * Zp� 15 - 01033 * 2750 KELLEY PAR WAY DATE ISSUED: 08/27/2015 ORONO, MN 553 6- 952 249-4600 FAX: 95 249-4616 ADDRESS : 4355 BAYSIDE RD P[N : 06-117-23-12-0007 LEGAL DESC : UNPLATTED 06 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL � CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC $YS EM) ACTIVITY : MOUND SYSTEM -SEPTIC NOTE: RE-USING(3)PRECAST CONCRETE TANKS I i,000 i,000 z,000 ��son2so sPr.iT� � MOUND-500 S.F. � APPLICANT SEPT[C NE OR REPLACEMENT 400.00 TOTAL 400.00 HAYES& SONS EXC. INC. Payment(s) 263 82ND STREET S.E. CREDI'�CA 5293 400.00 MONTROSE,MN 55303- � (763)479-1762 � Minnesota State License#: sept-L640 � OWNER � WHITE,GREG& LYNN 4355 BAYSIDE RD MAPLE PLAIN,MN 55359- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not � commenced within 180 days of the date of issuance,or if construction is , suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the S[ate Building Code.This permit may be revoked at any time for due cause. -�� ,a�,�� Applicant Permitee Signature Date I Sig ature Date I� I �O� City of Orono F R C USE ONLY P.O. Box 66 �jyls D� � 2750 Kelley Parkway Date Received: � � Permit4�'1� Crystal Bay,MN 55323 �i � � (952)249-4600 �� I Amount: $ �� I �AxESH�� CITY OF ORONO — SEPTIC SYSTE PERMIT APPLICATION (All permits must be approved by the On-Sit�Sept c Manager and/or Building Official) Job Site i Owner Information: '' -7 _ i A ress � � S� ?J� � S te dd r ��--� � � Owner: �Y �-� �,l�� '�. Mailing Address: �/�5�� I�c.=..�S� 1``�' City: �;,GYf��% Zip: ��3 S`'�I Home Phone: �'ls�Z �7� `��jU Iternate Phone: ��Z �� 7 7C��;� Contractor!Applican# Information: '�, Contractor/A .• � ' "' " ..5-•h S ontact Person: �/2�17 pp � r�✓ Address: �i � 5 �� . S� tate License #: L--�% �� City: /�U�fi''�� Zip: ��,� 5 xpiration Date: /L � / � � Phone: ?�S' �� Z- one� �i Z'� �`j= `�� TYPES OF OCCU�'A CY :. Residential ❑ Commercial Other ; � PERMIT TYPE AND F ES , New or Replacement System $400.00 � CJ � Repair Existing System 100.00 (Tanks or Drainfield) � Total ��✓ � � I 1 / 2 i ** ATTENTION APPLICANT *�` Fill in a!1 a ro riate bianks and check all a ro riate boxes. y C — �% S i"`� I will be ins�ing the following: T nk Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: � 7.�� S�/�rf Size of Tanks: �� O 2,(�0(� 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 d correct Signature of Applicant ��-� Date: � �� ,`, MPCA License No.: � (l> �C� Staff Review: Accept ❑ Denied � ` Reviewer: �z� Date: Reason for Denial: Comments (to be printed on inspection card): 2 / 2 i CITY OF ORONO — SEPTIC SYST M PERMIT APPLICATION GENERAL INS R TIONS 1. Applications for septic system permits may be ailed or submitted in person at the City offices; however, permits will not be mailed out. he permit must be picked up in person at the City offices and work must not begin unl ss the permit card is on the job site. *** DO NOT MAIL PAYMENT WITH THIS APPLI ATION *** 2. Permits will be only issued to contractors holdi g a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the app oved septic system design. 4. The following inspections will be required for a�l se tic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. or mounds, inspection is required after rough up, but prior to sand placement (sand ust be jar tested for silt content) and again during pressure distribution piping installa ion in the rock bed. C. Final inspection to verify final cover depths an to verify that all pump station (where required) components are functional and compl with codes. 5. MPCA licensed Installers or their DRP (Design'ate Responsible Person) shall be present during all inspections. A 24-HOUR NOTICE IS REQUIRED F R ALL INSPECTIONS. � 3 / 2 I � I ', � , - , . ,�,�� '� i �'`� RECE V�� Y A�� 13 201� Jose h Olson .B.A. p �,-rr o��r��y Olson's--Soil a�d reolation Testin Joseph J. Olson--MPCA icense#810 g 11481 Riverview Rd. NE,Han ver,MN 55341 (763)498-8779 Faz (y63)498-8290 July 24,2015 Greg White 4355 Bayside Road � � Orono,Hennepin County This on-site Sewage Treatment System is designed for a Type 1 our-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and loc2�1 or 'nances. The periodically saturated soils were located at 16-24 inche�(mo led soil). Due to the periodically saturated soils,a pressurized mound system will need to be Instal ed to treat the septic effluent. The bottom of the treatment area must be located at least 3'above the saturat soils. All neighboring wells are greater than 100'from proposed treatm nt areas. The soils at a depth of 12"have a percolation rate averaging 10 M I. The existing tanks may be used upon approval of the local inspect r. A parwia nrecast 1500 gallon split tank needs to be installed in reverse. Use the 1000 gallon side for e new lift station. The 500 gallon side is used as a septic tank to meet the 2250 gallon septic capaciry code. e existing pump chamber needs to be abandoned. All new tanks need to be insulated if there is less than two feet of c ver over the top of the tanks.Clean outs must be installed on the end of the laterals for maintenance. The supply line must be insulated under the driveway if it is dug in. The owner wants the supply line bid two ways dug in and as a direct nal bore force main below frost. All property lines are greater than 50 feet from the proposed system. A reverse 1500 Split gallon pumping chamber will need to be in'�tall to lift the effluent to the treatment area.The power supply and switches must be located ouuide th�ma ole and pumping chamber in a weatherproof enclosure.A waming device must be installed with ligh and sound devices;this is in case of a pump failure. A flow measurement device must be installed. Includi g but not limited to a water meter, event counter,running time clocks or electronically controlled dosing. N t6' oth r h I n w m w er d 'e u sh Id dis s d f' s i ba di 1 . ot o en d. Addi 've u n u • th ma ar � m e to o r ti . Lt's r om en ed that ou th ss_ntic tanks everv two vears for two se�tic tanks Sincerely, CITY OF ORONO SEPTIC PF IT PLA R VIEW �I iNSPECT R ATE B / PERMIT NO.�!�—0/D,�� Joseph.1.otson TH{S SYSTEM IS DESIGNED FOR 0 �I��Tz��-rn ns si,t��tTTr:n ,,,_,__BEDROOMS. ANY INCREASE IN NUMB�R � ni�r�aovi:n wrrH cORREC"fIO�S AS NOTF.D OF BEDROOMS INVALIDATES 3HIS DESI6N. �i n'�?r'��'l�ko�'F.��-cc�kKFCT&Rr:st;��►r hctic commrnts are li�r your infonnution. All work slinll hc done I i i full compliancc with all upplic.tbtc uptic t�nd zoning cudo. 1 rquircmcnis including itcros tiot spccificttlly ttki[cd in Ihis review. L[:I''CfIIS PLA\SfT(l�SfrC AT ALL TI�1G5 J - ?� k � �� ~ , ^ ` � � � �/J�O,� w / 7� � � �� X / ` ��V � i �U� �� . � l �/ t� T � ' ^r' �� : y � � ; � �� c ��; ��, r - T, Y - �^ `^ � � a n , �. a, � � �� R f1 �`A, f� ----`"—� t � �% X � ,�.n �� i� ° N� �� ~ �� L d c �� t b � �' tC(� F �� ; ,.'�� , �,,N �� r �� ' �./ r , ! � . 1 /�� b � l 5 t � , � .� '�_. � � / � y / i 1 � • � �--' � _ � � � t � � � ;' � �a�c �?� 3��G�� . p C 1 v� � � ai `1 � � �1`i t ! � . � �.i,j ��- � � ,� ,J; . � =l� �z � � = �qy � � I� . � . � 1�1� ;&. +" ` c+�+� u, , � , . . � _^� .�,IC � � � � � j �` . � � 1 �' '�� .� u� � ? $°.� .�� , Q .�. , � ( �.� � �, �� i � - � � ; � - �' � ,�= 1 � ij� / � 3a "� � E �e �' � � , i� , ! ' '` C ��t�,� ' / i � �. � % , / / T D ! C V1 C1 N �" � ^ �.l g °�' �' A � �~ � ' � � d � � 1 N � � C r► �y ,�, � g � � � � Z o� a� o a, � � v � 9� ' � � 3 '� � a � � � p � � � 3 � � � '� � �. Il� � �� 't a � � . � �, �' ( � a '" I� � �_ � °' l < '° o � a � ''� bi- � ►• ,b � v a x � M � I �• ..► N � ..�' D . 67 � Q ~ r � � � I\ 'y � . I r � � 1'� � � °� � a �' .. . 5' � � ,� � � ; � � w � � � � : I „ o � � � N n �_n n, d • g � = w � � � � � $ -a � I.0 ��p � 'n� � x + y n �D � R � I� +� ~D � � d bp � S � O lo ' _ f� � � � �� y � � � � . �'. rt •� � d � �( 3 d � °p a � g • G� •'� � �° I�� . � �� I`� � a g K � �� o � y� . * • . � � r Ift` �. N, � �, �' C � ,�. �� G � s � � y � � � K „ --. � D � . � � � � .� � � .� � � ~ ,�� , � � A r V� '� � �+ C �; ?� � � � G � I� p, � � � � � � � y � �Ao �� `A � _{'° ` w f� . � � j� . - � � 41 �� ; � � ri o �� ' � �� • � '� �~ � � �� -a '� J °► Q � � � � � '�' �a � � " �� '1 . $r � w � . �, � � , � �, U`i �, � .. �� + i }/� . ? � ,fi� � � w� YA � 1 $ �' r �� ' � . w 17 ' � � M r" � • s • w �p • � � � � � � �� . � � � �� ° � t � � i � � � � � P�� - r`" � � �,, . . . , . , � ;..p �m � � �� I �1,�� ,m, , , � , i�o � � � � ' � 1� � � '� MlnrnsotaPoilution OSTP Design Summary Worksheet UNIVERSI'fY ��, OF MINNESOTA �� Property Owner/Ctlent: Greg White ProJact Ip:�v 03.19.15 Sit�Addr�ss: 4355 Bayside Road Datr 7/23/15 1. DESIGN FLOW AND TANKS A. Design Flow: �Gallons Per Day(GPD) No[e: The estimated deslgn flowls constdered a peok Jlow rate inctuding a snjery/octor. Fw long term perJormonce, the overage B. Septic Tanks: dofly flow is recommended to be<60%of this volue. Minimum Code Required Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments Recommended Septic Tank Capaicity: 2250 Gallons,in �Tanks or Compartments Effluent Screen:�no� Alarm:�] C. Holding Tanks Onfy: Minimum Code Requfred Capacity:��Gallons,in �Tanks Designer Recommended Capacity;��Gallons,tn �Tanks Type of Hi4h Level Alarm: D. Pump Tank i Capacity{Code Minimum):�]Gallons Pump 7onk 2 Capacity(Code Mfnimum►: C�Gallons Pump Tank i Capacity(Designer Rec): �_�Gallons Pump Tank 1 Capacity�Designer Rec): �Gallons Pump 1 38.0 GPM Total Head 34.5 ft pump 2��GPM Total Head ��ft Supply Pipe Dia. 2.00 in Dose Volume:�gat Supply Pipe Dia.C�in Dose Volume:�$el 2. SYSTEM TYPE O Trcncn O eed �r�,e p nc�ade O c�nr onew�xw� ��o�e+a,ca+-�.e�i O r�,rc am�no�w� Q Ddp O Fbldfrg Tank Q Otha C� •Sel�ction RQquirad Berxhmark Elevation: 100.00 ft Benchmark Location: Top of garage stab System Type Type of DistHbution Media: �Type I ❑Type II ❑Type il I ❑Typo I V ❑Type V ��^�R°d` ❑Reg�T'eat�t M�y: 3. SITE EVALUATION: A. Depth to Limitfng Layer. 22 fn 1.8 ft B. Measured Land Slope%: 9.0 � C. Etevation of Limiting layer.�-97J D. Soil Texture: Clay Loam E. Loc.of Restricive Elevation: F. Soit Hyd.Loading Rate: 0.45 GPD/ft2 G. Minimum Required Separatfon: 36 in 3.0 ft H. Perc Rate: 1a.0 MPI I. Code Maximum Depth oi System: Mound fn ��u; 4. DESIGN SUMMARY Trench Design Summary Dispersal Area�]h� Sidewall Depth��9n Trench Width�{t Total Lineal Feet��ft Number of Trenches� Code Maximum Trench Depth�� Contour Loading Rate�ft Designers Max Trench Depth��i� Bed Design Summery Absorptlon Area�ft' Depth of sidewalt�_]�n Code Maximum Bed Depth��9� Bed Width��ft Bed Length��ft Designer's Max Bed Depth�i� . M,��„ OSTP Design Summa W rksheet UNIVERSITY � CO^t��^n' OF MINNESOTA �r, Mlound DesiQn Summary Absorption Bed Area 500.0 ft� Bed Length 50.0 ft Bed Width 10.0 ft Absorption Width 26.0 ft Clean Sand Lift 1.2 R Berm Width (0-1`,K►� ft U��O��T"Wid� 9.0 ft Downslope Berm Width a0.0 ft Endslope Berr�Width 12.0 ft TotalSystem Length 74.0 fi TotalSystem Width 39.0 ft Contour Loading Rate iZ,O gal/ft At-Grade Desi;n Summary Absorption Bed Width��ft Absorption Bed Length ft System HeSght�ft Contour Loading RateC�gal/ft Upslope Berm Width fi powrnlope germ W{dthr� h Endslope Berm WidthC�� System Length ft System Width� ft l.evel�Equal Preswre Distrtbution Su mary No.of Perforated LateralsC� p�{p�t��n�$ 3 n Pertoratlon Diameter 1/4 in lateral Diameter 2.00 in Min.Delivered Volixr�e 0 gal Maxfmum Delivered Volurt�e 150 gal Non-Levei and Unequal Prassure Distributi Summary Elevatlon Pipe Volume Pipe Length Perforation Size (ft) Pipe Size(in) ISaI/ft) (ft) (in) Spact {hl Spadn�(fn) Laterat 1 Laterat 2 Minimum Delfvered Volume Lateral 3 �gal Lateral 4 lateral 5 Maximum Delivered Voltnne Lateral 6 �gal 5. Addittonal Info for Type IV/Pretreatment Desig� A. Calcu(ate the orqanic loodinq 1. Orgnnlc looding to Pretre�ntment Un)t -Design Flow X Estimated BOD in mg/L fn the uent X 8.35+1,OOO,ppp � X ��mg/L X 8.35 t 1,OOp,Opp• (bs BOD/dey 2. Type of Pretreatment Unit Being Installed: 3. Catculate Soil Treatment System Orgonfc Loadtrtg: BOD concentrat�on ajter pretreotlnent 8ottom Area •(bs/day/itt mg/L X 8.35+1.000,00p + �ft2= �"`llbs/ Jft2 _�,1 Comments/Specia�pesign Considerationa: I hereby certify that I have compteted this work in acc nce with alt applicabte ordi nces, rules and laws. Joseph J Olson 810 07/23/15 (Designer) (Signature) (Li J1) (Date) � i OSTP Mound Desi�n UNIVERSITY ""`�' MlnnewtaPoliution yyorksheet � � /0 S�0 Q OF MINNESOTA � ��y P �� ti 1. SYSTEM SIZING: Project iD: v 03.19.15 A. Design Flow: 600 GPD TABLE IXa B. Sof( Loading Rate: 0.45 GPD/ft2 `��f��M ASSORPTION AREA ��eso�noN�►nos uswc rEacou�Tesn TY�ene L.wN c �,wd�.A-2.a t. Depth to Limiting Condition: 1.8 ft rK�.ue�u�. �r'e�"°" �a �,e'p� �a.�d D. Percent Land Slope: 9.0 9b � ,� "�^ ,,,� �aa� t�'� "'u° ��'t ".r° E. Design Media Loading Rate: 1.2 GPD/ft� _ `0' 1 t F. Mound Absorption Ratio: 2.60 °'�°s +�2 � �•e + 01 w S f►rr�anq �.6 2 1 1.i aEle I u+a� ta,e sa MOtlND LONTOUR L4AD�iG RATES: B'o,s o.�e t.s � �.` Gntour 'e`°30 0.� 2 o.�e 2 Nw�surad ' Ta�Qrro-dorivvr 3,�,s o.a s.a o.�s 2 Porc Rato � ma�r�d absorption R�: �w m ows s.s o.� �.e s 6orr�pi i.o. �.3,2.0. Z.a.2.6 _u s,w,zo . B o.s a.a . >iso . . . . 61-120 mpi OR 5.0 _12 . 'Systems with these values are not Type I systems. : �to n�pr ,s.o• _6• Contour Loading Rate (tinear loading rate)is a recommended value. 2. DISPERSAL MEDIA SIZiNG A. Catculate Dispenal Bed Area: Design Ftow+ Design Media Loading Rate=ft� �GPD f 1.2 GPD/ftZ = ��ft2 If a larger dispersal media area is desired, enter size:�ft� B. Enter Dispersal Bed Width: 10.0 ft Can not exceed f0 feet C. Calcutate Contour Loading Rate: Bed Width X Design Media Loading Rate �� ft� X 1•2 GPD/ft� = 12.0 gal/ft Can not exceed Tabfe 1 D. Catcutate Minimum Dispersal Bed Length: Dispersal Bed Area = Bed Width = Bed Length ��ft2 + 10.0 ft = 50.0 ft 3. ABSORPTION AREA SIZING A. Calculate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width 10.0 ft X 2.6 = 26.0 ft B. For slopes>1X, the Absorption Width is meawred�w�hill from the upslope edge of the Bed. Calculate Downslope Abwrption Width: Absorption Width - Bed Width 26.0 ft - 10.0 ft = 16.0 ft DISTRIBUTION MEDIA: ROCK A. Media Votume: Media Depth below and above pipe X Length X Width 0.75 ft X 50.0 ft X 10.0 ft= 375 ft3 = 27 = 14 yd3 5 I . DISTRIBUTION MEpIA: REGISTERED TREATMENT PRODU : CHAMBERS AND QFLOW A. Enter Oispersat Media: B. Enterthe Component: Length: ��ft dth:�ft Depth:�ft C. Number of Components per Row= Bed Length divided by C mponent Length (Round up) �� ft '� C� ft = �� mponents/row D. Actual Bed Length = Number of Components/row X Compon nt Length: �components X �ft � �ft E. Number of Rows= Bed Width dfvided by Component Width ( ound up) �� ft y � ft= �� WS Ad/ust w►dth so this is vn whole numbei. F. Total Number of Components=Number of Components per w X Number of Rows �� X � _ �co ponents 6. MOUND SIZING A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Li iting Condition =Clean Sand Lift 3.0 ft - 1.8 ft = 1.2 ft Design Sa d Lift (optionat): �ft B. Calculate Upslope Height: Clean Sand Lift + media depth +c er(1 ft.) = Upslope Height 1.2 ft + 0.8 ft + 1.0 ft = 2.9 ft C. Setect Upslope Berm Multiptier(based on land stope): .94 Land Slope 96 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 2,7g Z,7p D. Calculate Upstope Berm Width: Multiptier X Upslope A+bund H 'ght = Upslope Berm Width 2.94 ft X 2.9 ft = 9.0 ft E. Calculate Drop in Etevation Under Bed: Bed Width X Land 5lope+ 100=Drop (ft) 10.0 ft X 9.0 � + 100= 0.90 ft F. Calculate Downslope Mound Height: Upstope Height + Drop in El vation = Downslope Height 2.9 ft + 0.90 ft = 3.8 ft G. Select Downslope Berm Muttiplier(based on land stope): 4. 1 La�►d Slope 9� 0 1 2 3 4 5 6 7 8 9 30 11 12 Downslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 .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 5.00 5.26 .56 5.88 6.25 6.67 7.14 7.69 H. Calculate Downslope Berm Width: Muttiplier X Downslope Height =Downslope Berm Width 4•11 x 3.8 t = 15.7 ft I. Calculate Minimum Berm to Cover Absorption Area: Downslope rption Width +4 feet 16.0 ft +r 4� � 20.0 ft �---- J. Design Downslope Berm = greater of 4H and 41: 20.0 f K. Select Endslope Berm Multiplier: 3. (usuolly 3.0 or 4.0) L. Calculate Endslope Berm X Downslope Mound Height =Endslope rm Width 3.00 ft X 3.8 f = 12.0 ft M. Calculate Mound Width: Upslope Berm Width + Bed Width + poy,rnsl pe Berm Width 9.0 ft + 10.0 ft + 20.0 ft = 39.0 ft N. Calculate Mound Length: Endstope Berm Width + Bed Length + End lope Berm Wfdth 12•0 ft + 50.0 ft t 12.0 ft = 74.0 ft �� i - 7. MOUND DIMENSIONS ---------Upstope (4.D�- ---9.0------- --------- �. �' , , , , , � , � , � , ��., a Endslo 4.L DisperShc Bed: 12.B x 2.C1 � Endsto � �4.L _ � � M 12.0 ,o.o x so.o `� 12.a � � � 3 � g, � � , � � u , � i j g � Z � � � , C , � Downslope (4.J) � ----------------------- ------------ —--------_ Total Mound Len th 4.N �a.0 4" inspection pipe 1$" cover on top 20.0 U slo berm (4.D) Downsl e berm 4.J 9.0 12"cover on sides (6" topsoil) Ctean sand tift t4.A) 1.2 _ De�.sth to Lin�itins? �1.0 i - - — -— �.s 1.iit�i�irl£ Cnr�ditipr; _ _ _ - - - -_ _.. ._ _ . Absor tion Width (3.A) � � - - Note: 26.0 For 0 to 19K slopes, Absorpt/on Widrh is measured from the Bedequally in both directions. For stopes >1%, Abso�pt/on Width is measured downhill from the upslope edge of the Bed. Comments: i �-�- OSTP Mound Materiats W rksheet UNIVERSITY �'�� Mtnnesota Pollutbn OF MINNESOTA ��1�'�, Conhol Ayency �,� roject : v 03.19.15 A• Calcutate Bed (rock)Volume:Bed�e�qth (2.0 X 8ed Wldth 2.B)X Depth -Vplume ft �•0 ft X 10. ft X 0.8 - �00.0 ft� Divide ft'by 27 ft'/yd�to calculate c ards: � 400. ft3 t 27 � 14.8 yd3 Add 20%for co�xtnictability: 14.8 yd'X 1.2 = 17.8 yd' B. Calculate Cleon Sand Volume: Volume Under Rock bed:Averoge Sond pepth x Medre W3dth x Medlo Len th =cubic f t 1.6 ft X 10.0 ft 50.0 ft - �8pp,p ft3 For a Mound on a al e from 0-1% Volume from length-((Upslope Mound Height-1)X Absorptlp�W��g�yp�g�X ' �� ft -1) X X ft = Volume from Width=(Npslope A�bund Height-1 X Abso tlon Width Beyond Bed X Bed Wid[h) ft -1) X X n z Totol Cleon Scnd Volume: Volume rom Len th+Volume Jrom Wtdth+ Volume Under a n ft ' ft' .' n� a ft� For a Mound on a s Qreater than 1% Upslope Vo(ume:((Upslope Mound Hef ht - f)x 3 x 8ed Lmgth)'2-cubk feet ' (( Z•9 ft -1} X 3.Oft X 50.0 � )+y. 143.8 � ft Dowr►s(ope Vofume: (�Downslo e Hef ht- 1) x Dowr�slcpe ppsarption Width x Medfo Len h)+2-cubk feet (( 3.8 ft-1) X 16.0 ft X 50.0 ),2 a 1126.7 f�� Endsfope Volu►ne:(Downsl Abund 1�1e► ht• 1) x 3 x Medfa Width -cubic feet ( 3.8 ft-1 ) X 3.0 ft X 10.0 ft � �gq,s ft3 Totol Uea�Snnd Volume:U ! L' - ps ope Volume +Downslope Vdume •Endslope Volurr�! +Y me Under Medfa 143.8 ft� + 1126.7 ft3 , 84.5 n� 800.0 ft�• 2154.9 {t� Divide ft'by 27 ft'/yd3 to calculate cubic yards: 2154.9 ft' + 27 = 79.8 yd� Add 20%for constructability: �.8 a yd'X 1.2 95.8 yd3 C. Catculate Sondy grrm Volume: To[a(Berm Volume( ox):((Avg.Mound►1ei�ht-0.5 ft topsoil x Mound Nridth x Mound th � ) 2=cubic feet ( 3.4 _ 0.5 )ft X 39.0 ft X 74.0 )+2- 4136.6 n� Tota(Mound Vo(ume-Cleon Sond vo(ume-Rock Volume=cubfc Jeet 4136.6 ft� • 2154.9 ft� - 400.0� ft3 � 1581.7 3 ft Divide ft'by 27 ft'/yd'to calculate cubk yards: 1581.7 ftj + 27 = 5g.6 yd� Add 20X for construccabllity: 58.6 , yd� x 1.2 70.3 yd3 D• Calculate Topsoll Moterfo(Volume:Totol Mound Width X Toto/Mound Length X.5 ft 39.0 ft X 7/.0 ft X 0.5 ft • 1443.0 f�� Divide ft'by 27 ft�/yd'to catcutate cubic ynrds: �qq3,p ft� f 2� _ 53.4 y� Add 20%for constructnbility: 53.4 � yd3 x 1.2 6q.1 �a � OSTP Pressure Distribution � Min�esotaPollutjon Desi n Worksheet UNIVERSITY �� OF MINNESOTA '�,.� Project ID: v 03.19.15 1. Media Bed Width: 10 ft 2. Minimum Number of Laterats in system/zone = Rounded up number of [(Media Bed Width - 4) = 3] + 1. ( 10 - 4 ) ; 1 = ��laterals Does not apply to at-grvdes 3. Designer Selected Number of Laterals: �taterals Cannot be less than (ine 2 (uccept in at-Qradesl 4. Select Perforation Spvcing: 3.0 ft - - � �"w�� •�'" t__ ,. ...�...,....w..,.... �-�. � ,—,- 5. Select Perforation Diameter Size: 1/4 in ._ .,.,... - �.�...,.,...�,... 6. Length of Loterols = Media Bed Length - 2 Feet. 50 - 2ft = 48 ft Perforotion con not be ctoser then t foot from edqe. � Determine the Number of Perforat3on Spaces. Divide the Length of Laterols by the Perforation Spacinq and round down to the nearest whole number. Number of Perforation Spoces 48 ft = ��ft = 16 Spaces Number of Perforatfons per Lnteral is equal to 1.0 plus the Number of Perforation Spaces. Check table 8. below to verify the number of perforations per lateral guarantees less than a 10%discharge variation. The value is double with a center manifold. Perforations Per L.aterat = 16 Spaces + 1 = 17 Perfs. Per Laterat M�NunbK of M�or�tiem!�w tat�t bo G�nnta��10l�Oixlw+�Y�ri�tian �• �^S 7/32 MKh onlip� P�+'ioration Sp�d�(Feet) �Di�t�r�tnctiesl P�rioration Spicin� P�e Di�n�(M�s! 1 11t ith 2 3 (Fset! 1 Itl 1►4 2 3 Z /0 13 1t �0 i0 2 it 1� 21 31 M rn 1 12 16 t1 54 2�i 10 14 20 32 M � t t2 1i S SI 3 i 1� M �0 ifl 3/ti hrch Perfarations 1>A IrKh Ptrfontions P+�rrformon Sp�c�(Feet) �O++nwt�(hdwsi trrioration SP�caq Pipe DiametK(M�d+es) 1 1M 1Yt 2 3 IFeetl 1 1'� 1� 2 3 2 12 11 2i �6 p 2 21 33 �4 74 1,! Z►'f t I 17 2� �0 a0 2ti: 20 30 �1 6! 13S � 12 t� 2t �7 7S 3 20 2� �t il it�i 9• Totol Number of Perforotfons equals the Number of Perforotions per Lvteral multiptied by the Number of Perforated Laterols. 17 Perf. Per Lat. X ��Number of Perf. Lat. = 51 Total Number of Perf. 10. Select Type of Manijold Connec[ion (End or Center): Q End ❑ center 11. Select Lateraf Diameter (See TQble): 2.00 in � OSTP Pressure Distri ution Minn�sota Popution • UNIVERSITY ! �� ,o, Des�gn Workshe t OF MI �. NNESOTA �, 12. Catculate the Squore Feer per Perforocion. Recommended v lue fis 4-11 r 2 f per perforation. D�nes not appty to At-Grades a. Bed Areo = Bed Width (ft)X Bed Length (ft) 10 ft X 50 ft = 500 ft� b. Square Foot per Perjoration = Bed Area divided by the Totol Number of Perfornr�ons. 5� ft� + 51 perforations = 9.8 ftZ/perforations 13. Select Minimum AverQge Heed: 1.0 ft 14. Select Perforation Discharge (GPM) based on Tabte: 0.74 GPM per Perforation �5• Determine required Ftow Rnte by multiplying the Totul Num r of Perfs. by the PerforatJon Discharge. 51 Perfs X 0.74 GPM per Pertoration = 38 GPM �� 16. Volume of Liquid Per Foot of Dfstrlbution Piping (Toble ll): 0.170 Gallons/ft 17. Volume of Disrribution Piping = _ [Numbe�of Perforoted Laterals X Ler►grh of Laterols X �Vol e of T�� Liquid Per Foot of Distribution PipingJ vaume of�14Wd in Pipe � X 48 _ �P� Liquid ft X 0.170 gal/ft 24.5 Gallons ��m�� Per Faot 18. Minimum Delivered Volume= Volume of Distribution Piping X 4 r�� b�� 1 0.04s � 24.5 gals X 4 = 97.9 Gallons �•25 0.07a 1.5 0.110 ' 2 0.170 �� 3 0.380 � � � � 4 0.661 i��pump - � '_ '-- �/ . � ' Manifdd pPe. � : , � � i �� i i ahemate location -- _ oi ' kom � �oe kc+tion of pipe from pump hom Comments/Special Design Considerations: � OSTP Basic Pump Selection Design ,�;� � Minnesota PoUudon Worksheet UN I V ERS ITY Control OF MINNESOTA �"�-�,``' 1. PUMP CAPACfTY Project ID: Pumping to Gravlty or Pressure Dlstribution: Q c�ewry �vress�r�e Selection requtred 1. If pumping to gravity enter the gallon per minute of the pump: �GPM (10•45 gpm) 2, If pumping to a pressurized distribution system: 38.0 GPM 3. Enter pump description: 2. HEAD REQUIREMENTS •va�d A. Elevation Difference 16 ft ~ between pump and point of discharge: suad'+W"" � e�;•'. B. Distribution Head Loss: �ft - �_-�::. . ��----� - i C. Addftional Head Loss: ��ft�dueto specta�eqwpmenc.etc.� ' ---------------•---•--------- •----------... Table I.P�iction Loss M Plastk Pi e 100tt Disuibueb� I�Iead 1�oss Row Rate P� Diameter�inches Gra�vity Dfst.ribut4on � Oft (GPMI 1 1.25 1.5 2 Pressure Distributbn based on M1Mmum Average Head 10 9.1 3.1 1.3 0.3 Value on Preswre Distrlbutton Worksheet: 12 12.8 4.3 1.8 0.4 mum Awra •N�d Distributbn Head I.oss �4 17.0 5.7 2.4 0.6 1ft 5ft 16 21.8 7.3 3.0 0.7 2tt bft 18 9.1 3.8 0.9 Sft ��t 20 11.1 4.6 1.1 25 16.8 6.9 1.7 D. 1.Supply Pipe Diameter: 2.0 in 30 23.5 9.7 2.4 35 t2.9 3.2 2.Supply Pipe Length: 295 ft �p 16.5 4.1 E. Friction Loss in PlasNc Pipe per t00ft from Table I: 45 20.5 5.0 � 6.1 Frictbn Loss= 3.67 ft per 1 OOft ot pipe 55 7,3 � 8.6 F. Detertnine Equivalent Pipe Lengtb from pump discharge to soil dispersal area discharge 65 10.0 point. Estimate by adding 25%to suppty pipe length for fictfng loss. SupAty Pipe Lengrh � �� 4 (D.?) X 1.25-Equfvnlmt PJpe Length 7g 13.0 85 16.4 295 ft X 7.25 = 368.8 ft 95 20.1 G. Calculate Supply Frlction Loss by multiplying Frictlon Loss Per fUOjt (Line E)by the Equfvolent Pipe Length (Line F)and divide by 100. Supply Friction Loss- 3.67 ft per 100ft X 368.8 ft • 100 - 13.5 ft H• Total Head requirement is ihe sum of the Flevotion D(/jerence (Line A),the Distribution Head Loss(Line B),Additional Head Loss(Line C),and the Suppty Frlction Loss(Une G ) 16.0 ft « 5.0 ft + �ft . t3.5 ft = 34.5 ft 3. PUMP SELERION A pump must be selected to deliver at least 38.Q GPM(Line 1 or Line 2)with at least 34.5 feet of totat head. Comments: � SoilObservatio Log www.SepticResource.com vers 12.4 Owner Informatio Property Owner/project: Greg White Date 7/21/2015 Properry Address�PtD: 4355 Bayside Road Soil Surve Inforn�ati n ❑ refer to aetact,ed soii su�ey Parent matl's: Q Tfll ❑ putwash ❑ Laautrine ❑ q�Iwium ❑ Organic ❑ Bedrodc landscape position: ❑ Summit � Shoulder � � � Tce slope soil survey map units: L41 C;2 slope 9 % direction-Linear Soil Lo #1 0 B0""9 � �'t Elevation 99.5 Depth to SHWT 22" De th(in) Texture fragment% matrix color c or consistence de sha 0-14 Topsoil <3S �py�.3�2 L�� LOOse Single grain 14-18 Loam <35 10yr4/3 Friable Strong B�ocky 18-22 Clay Loam <35 10yr5/4 Firm Strong siocky 22-30 Clay Loam <35 10yr5/4 10y4/8,�-6/l Firm Y Strong Prismatic <35 loose loose 35 -50 friable N,e� single grain granular blocky >50 f� modetate prismatic plary rlgid strong massive Comments: � � 4355 Ba side Road Soil Lo #2 � • � ��9 ❑ � Elevation 99.5 Depth to SHWT 24" Depth(in) Texture fragment% matrix color redox color consistence grade sha 0-12 Topsoil <35 10yr3/2 Loose Loose Single grain 12-18 Loam <35 10yr4/3 Friable Strong Biocky 18-24 Clay Loam <35 10yr4/4 Firm Strong alocly 24-30 ClayLoam <35 10yr5/4 10y4/8,1-6/l0y Firm Strong Prismatic 4355 Ba side Road Soil Lo #3 0 ��9 ❑ �t Elevation 97.6 Depth to SHWT 16" De th(in) Texture fragment% matrix color redox color consistence de shape 0-8 Topsoil <35 10yr4/2 Loose Loose Sing�c grain 8-16 Clay Loam <35 10yr5/4 Firm Strong Biocky 16-20 C1ayLoam <35 10yr5/4 10y4/8,1-6/10y Firm Strong atocky �35 �oose loose single grain 35 -50 friable weak granu�ar blceky >50 f� mOdeT3te prismatic platy rigid strong massive �35 loose loose single grain 35-SO friable weak �rar,u�ar blocky >SO �� moderate prismatic platy rigid strong massivc !hereby cert�this work was completed in accordance with MN 7080 and arr}�loca!req's. Rusty Olson's Soil & Perc. 810 De gner Signature Company License# Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 1:59 A.M. On 7/22/15 Location: 4355 Bayside Road Hole number: 1 Date hole was prepared: 7/21/15 Depth of hole bottom_12"_inches, Diameter of hole_6" in es. Soil data from test hole: ` Depth, inches Soil texture �'12 Da�k Brown Loam 10yr3J2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/21/15 depth of initial water filling 12 in es above the hole bottom Method used to maintain at least 12 inches of water dep� in hote 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 12:09 12:24 6" 2.7 5.6 12:27 12:42 6" 2.6 5.8 12:43 12:58 6" 2.6 � 5.8 AVERAGE PERC. RATE 5.7 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Oison's Perc. starting at 11:59 A.M. On 7/22/15 Location: 4355 Bayside Road Hole number: 2 Date hole was prepared: 7/21/15 Depth of hole bottom 12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12 Darlc Brown Loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/21/15 depth of initial wa#er 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 12:10 12:25 6" 1.0 15.0 12:26 12:41 6" 1.0 15.0 12:44 12:59 6" 1.0 15.0 AVERAGE PERC. RATE 15.0 MPI — r— �C�/ ' I � DATE �,� TIME CITY OF ORONO CALLED IN �� INSPECTION N E D SCHEDULED �j , -�� PERMIT NO. coM ED ADDRESS OWNER E ONE NO.�" �s'�d CONTRACTOR ry � DESCRIPTION � ty ❑ FOOTING DEMO-FINAL ❑ SEPT4C FIN L Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCFN/GR DING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REM VAL Z ❑ RADON SLAB ❑ MECHANICAL RI� ❑ SITE,INSP CTION Q ❑ FRAMWG ❑ MECHANICALFINAL ❑ RAT�DWA LS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ CONYPLAIN Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLI�OW- P � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOU�IDATI N/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTAACTOR TO MEEf YOU:_YES_NO ��., COMMENTS: � � W a � � d� ,� /�,�� 'l� �►" aK o � � W � �� 'd ' �e Q 2 /�m ,` e <� GY�l �c i � � f G �� W � � � d W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPL E � RRECT WORK 8 PROCEED ❑ISSUE CERTIFICAT OF OCCUPANCY W ❑CO ECT WORK,CALL FOR REINSPECTION T�MPO ARY V BEFORE CONERING P�RM ENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAK�N INSPECTOR WILL REfURN O STOP ORDER POSTED.CALL INSPECTOR �CITATION IS�SUED � ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ' Ca11 for the next inspection 24 hours in advance. (952 249-460� OwnerlContra n site: Inspector. White CopyAnspector's File Canary CopylSite otice :� I B qq�� TIME CITY OF ORONO CALLED IN �1 INSPECTION N TICE SCHEDULED //•'�30 PERMIT N�l.s��'3 MPLETED ADDRESS OWNER EPHONE NO � " -9�� CONTRACTOR � � DESCRIPTION v � ly ❑ FOOTING ❑ DE O-FINAL SE IC FINA Q ❑ POURED WALL ❑ PLUMBING RI [� EX V/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL Q TRE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI (] SIT INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL � RAT D WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ CO PLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOL OW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP [� FOU DATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET YOU:_YES_NO c� COMMENTS: ci� W C O �� t" !'� /�' )�1 ' � � 0 � W � Q � 2 W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMP EfE � ❑CORRECT YYORK 8 PROCEED ❑ISSUE CERTIFIC TE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEM RARY V BEFORE COWERING PER NENT O CORRECTUNSAFECONDITIONWITHIN HOURS. ❑pHOTOTANCEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION 1$SUE ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (95 ) 249-46�� OwnerfContra on site: Inspector: T'V White Copyllnspector's Ffle Canary CopylSite ice � �� C� � � DATE TIME P CITY OF aRONO CALLED IN � INSPECTION NOTICE scHE�u�Eo ;�� PERMIT NO. � COMPLEfED —�—� ADDRESS � � � S� '� �� OWNER TELEPHON NO. �Z'y ��5'��D CONTRACTOR �� DESCRIPTION �� tl� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC kINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/�RADING/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 SEPTIC INSTALL � OWNERICONTRACTOR TO MEEf YOU: YES_NO v�i COMMENTS: •� � � a � �` o _RJr/� _ �. � ° t�( � Gf G' W � Q � �� 2 � Gf� L G�G�' � C m`� �(�2'4!C�i W ' � c �e� �-� �a L r,�P iTs� �c�',C�rO�rD� �� W ❑UVORKSATISFACTORY:PROCEED ROJECT COMPLEfE �'f � ❑CORRECT WORK&PROCEED ❑ I E CERTIFI�CATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REtNSPECTION TEI}APORARY V BEFORECOVERING PE�iMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEIW INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSWED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContra on site: Inspector. � hite Copyflnspector's File Canary CopylSfte Notice ELMER J. PETERSON CO. ' Pumping Septic Tanks Install New & Repair Drainfield 5921 Dague Ave. S.E. DELANO, MINNESOTA 55328 (763) 972-2420 CUSTOMER'S ORDER NO. PHONE DAT ` �� NAME �� GS I � ADDAESS� �S � c SOLD BV CASH C.O.D. CHARGE ON ACCT. MDSE.RET'D. PAID OUT � � • • �, �� .- �,�wz�, _ � s' ; ��f�• ,�-a.�►��l�r z� � I�qSC �r�rrw� d rdt��q�/ �zS o�6� I �- � �=��"� ; ��.�s ,�,�� lt0o c��-u S � ��clS Q � � ' I ��' TAX RECEIVED BY- TOTAL AII claims and returned goods T'hank YOU� MUST be accompanied by this bill. PRODUCT 2531 i I ,'I / • �i . � / ��N� � f � `,� ; � \��"�"—'°�E City of Orono Septic Asbuilt Form Address `�� .�5�u� �� • Building Use S'r b Installer }-�.�q.� � � c 5;, .-•s License # l- rv �t L► Date i/- 6 '�� Septic Tanks � � - (,cy c L% t,t�s-f-►�+^4. Pump Tank f C;o� � , E= r �;�� System Type �J I ❑II ❑II I f��Mound ❑Trenches ❑Pressure Bed ❑Other Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. 3 ..e k c3�t;� �o�� cj �. (�'�-r� KJ 3 �- ., �-,�}vtccs �e r �)R�'�:; . � � �� `� 2 ; �� _ w ._.___._. , � 3 , . z.= �= 6 �j;C:� ��u ��z / ��`��n5 i��,{" ��.y�v��,��iJ✓\ ��`�� J, � � � � a n s2'r ��-�`-w � J � � + � �u� 1� J " � � r � r ' �� v`P ,y i . i I i