The URL can be used to link to this page

Home My WebLink About2010-00970 - new septic � ' CITY OF ORONO PERMIT NO.: 2oiaoo9�o � •T'' 2750 KELLEY PARKWAY ORONO, MN 55356- DATE IssuED: 10/18/2010 952 249-4600 FAX: 952 249-4616 ADDRESS : 2056 SHORELINE DR PIN : 15-117-23-21-0002 LEGAL DESC : HARTWOOD : LOT 003 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM-SEPTIC NOTE: (1)PRECAST CONCRETE TANK- 1,000 GALLON-MOUND SYSTEM-380 S.F. APPLICANT SEPTIC NEW 200.00 BURSCH BROTHERS INC. STATE SURCHARGE SEPTIC 5.00 P.O.BOX 55 TOTAL 205.00 HANOVER,MN 55341 (612)221-1493 Minnesota State License#: 2727 OWNER PATTY SILVA,MICKEY MAUDE 2056 SHORELINE DR WAYZATA,MN 55391- 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 permiu. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ��.1�-�_� (o/ �� / (� /l�/ / /!� Applicant Permitee Signature Date Iss By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. . �` � � ¢�� City of Orono FO CITY USE ONLY O.� O P.O. Box 66 /� D fl 2750 Keliey Parkway Date Received: �� Permit# �lQ' �' �7�r �� - � Crystal Bay, MN 55323 ��-7� ,�,�yo (952)249-4600 Amount: $ Q .v�/ CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site� ""�er Informatia ;� ,'°�� ' '`` �� Site Address: 1��t� 5� I,;�- - Sh�.�l�� D�, Jr Owner: � Mailing Address: S i�m� City: c�Y�;� Zip: Home Phone: rJ� Alternate Phone: ��z zz i -i�1��Z ��Contractor/Applicant InformationM��''^ ��y,p'��r�"��'�', Contractor/App.: ��,Y�.1�, -3;.�+�,,.,5 �, Contact Person: �i�� Address: P-�� - �� 55 State License #: Z'7Z��7 City: ��1..� mJ Zip: Ss 3�� Expiration Date: /- zb- i / Phone: c��Z Z��I -I-��t� AlternatePhone: ��z zz�-i4��3 �,�:: ��,A� �� ,,�� . ,�, ��"�"�'PES OF OCCUPANCY � ,t ---� �Residential ❑ Commercial ❑ Other �� ,�,�� y� �_ , ��,: PERMIT;TYPE AN°��EE� �''� "' y� �"", , .,�;� � �.� ,�,.� .�� .� New or Replacement System $200.00 Z�:� ��, Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Total � Z c,�_ � W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 1 / 2 ** ATTENT!ON APPLICANT ** � , Fill in all a ro riate blanks and check all a ro riate boxes. I will be installing the following: Tanks �Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: ( Size of Tanks: � ccp Treatment System Trenches s.f. � Mound 3�� s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and correct. Signature of Applicant �.;L�_� Date: )�;/�(�� MPCA License No.: 2�1 z� Staff Review: Accept ❑ Denied Reviewer: Date: �� — j��— l C� Reason for Denial: Comments (to be printed on inspection card): W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 2 � 2 Rusty Olson's--Soil and Percolation Testin� Joseph J. Otson—MPCA License#810 11481 Riverview Rd. NE,Hanover,MN 55341 (763) 498-8779 Fax (763) 49&8290 �R.ONO COP1� January 07,2010 Dean Terry 2056 Shoreline Drive Orono,Hennepin County This on-site Sewage Treatment System is designed for a Type 1 three-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The periodically saturated soils were located at 26-28 inches(mottled soil).Due to the periodically saturated soils,a pressurized mound system will need to be installed to treat the sepric effluent.The bottom of the treatment area must he located at least 3' above the saturated soils. All neighboring wells are greater than 100' from proposed treahnent areas. The soils at a depth of 12"have a percolation rate averaging 8 MPI. ORONO COPY The existing septic tanks may be used upon approved by local inspector. All new tanks need to be insulated if there is less than two feet of cover over the top of the tanks and a filter installed on the second tank_Clean outs must be installed on the end of the laterals for maintenance. A new 1000 gallon lift station must be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices;this is in case of a pump failure.The manifold and supply line must have back drainage to the pump chamber.The rock and fill materials must be clean.The sod layer below the enrire mounded area must be turned over.Just break up the sod and be sure not to over work. Nothing ot6er than Srav water (laundrv showers etc) Human water and toilet tissue should be disnosed of into the septic tanks Garbage disaosals are not recommended. Additrves must not be ased thev mav cause harmful damaQe to voar septic svsteen It is recommended that vou pamp t1�e tank everv vear for 1 septic tank;everv two vears for two seatic tanks. Sincerely, 7oseph J.Olson r , �s ':�:)i��Y' (~�i�Y ()f' �lt�N n Sr-nT[+,. t'F.�MiT l' ' [t� �1� IN�T'� r:r(� !if 1 r;i,��: I_ `{��O PF.ItMITNO.�.,�. A� PR(��'f.n AS Sl:[9�1ITTF.D �� AI'PkclVIiDWITHCURRECTlUhiBASNOT� I�UT APPROYF.U-CORRECT fc fiF$UBMRT �� Thcsccummcntrarefotyourinfortsutiotl. AU+�lc�itMlMr � in fuil complisnci�+llh all�ppl�cwblo Nptk Nli tWiW ioi. Reyuircmants incindin{itsms nut�/ac�R�s1�r�I��► 14E�TWS R�d�i$�sliTit��A2/M�i�� 1 � � . , ' '�- Po� . , — ___—_----- . , �71i�vAfl= - t"tOfh{J --'—_ � __�---- _' � ZOR KA"t('rr �-!N� i �\ c c�. � \ � l � r. `t �` �, � � 1 r'`� i � �c� i '� t T � i-� � � R� � 3� . `�1 �``c � �}` t7 V, . �bC1 ? 4 � m � � r � Z ,,,, m � , r � t�, � - r . .� 4� � � . J �m'�\� � � y� � ,. :� Z-, �� r''3 N�� -� O r O Z � lJ �(\� � �.� '1 � � � � � � � ��. � � �- ��. / � � ' , -F ��_j 3'�` , � �� r �. �, r � � � � � � W . � 3� f r s -' � ,�, �°-'� �= �,, .� ,;,� / � � f��,.I` , , !� ,, J �' , �i �/ �'1 f ,,/ �Z� �/ ,;`�'1/� f ; �� ' 3 � C � � � - = c �, a ��z«as ��_ ;� .. . _� z � � � ��n.z4 .$ o` � `' a' " �.I�' � � . ' � . ` � � Z � �.� � � � ��lj m Z -�- .�i � / �_ � qp� Q � `� . -��j . � � � C 7t . �rr � �` � - � - � � � - y o ,{ � —3 ,s C -i � - � � � � �- R� � �� _ • � � � p `� - � ��m � I � �E.�� - I � f � / ��_ �$ 2 �� . � � � � - � . � � � � � � � �,"'� � �� 0 ��`� a � � x � . � . -�� " � _ �� Ws - � `,'�s �� _ r� , � �� w � � �- . . �� . �� ..� _i� � � �' ��--�� , �� x . - �� "!� ��r�� . Q � � + - �� $g � � . r � � w ; * . � � � �` W �� . . � ��_ � � . - � , �� - w �a �� a � ;fW� � H C �•• � `' . - �� -� i � - 9� o� . � �� •�� J � � � � M �°P i W 1 � � � � � �L� � . O $ � � � �; � � _� � +� �� _ 0 � �$ � . � � 7o S.� S r o � � �'� st - �� ` — . o �� -� � - � �� - � � � �� z �� + - �� ♦ � � _� � � � ; . � �� s� � �� . � g� ��$ � � a�a ad �� v� �� :� o i�A � �� °`' . p '° �ti .�� M � �� c �i� '»�, � • a�nL K � � � . � . ; �N o � -� • � ; � �� - �'�� . . a � . `�� ? � � �� - N w �� igw � '. � � � � = r . i ; � �.�q�_�. « � o � - �� . ��► .. o _ � �� a �= 1 !� ! �i� �' � � � �� Q � - � � � . M�� OSTP Design Summary Worksheet uN�vERs�TY ��°� -�� _ ��o�� OF MINNESOTA , ��,t`;;;, 1 L AYERAGE DESIGN FLOW: A. Destgn Flow: 450 GaUons Per Day(GPD) Note: The estimated design flow is coruidered a peak flow rate including a safety factor.For tong tem�perfortnance,the average daily ftow a B. Septic Tnnk capacity: 2000 Gallons recommended to be<60`,G of this vatue. �, Number of Septic Tanks or Compartments: � Effluent Screen&Atorm? . Ye5 Type of Soq Treatment and Wspersal Area Type of Ds�on O Tre�d,e� O ead O ac-c,�ad� p�a O c�y o�o� OO w�e�e o�o�-� O r�s,.e� Systern Type �Type I ❑Type II ❑Type III ❑Type N ❑Type V 2. SITE EYALUATIQNt I►. Depth ro Limttinq Layer: 26 inches 2.2 ` ft B. Meawred Pprcent Lnnd Stope: 5,Q % C. Soil Texture: AAedium Sdtidy Lo�m Percolation Rate: �Minutes per Inch D. So9l Hydrautk Loading Rate: 0.78 GPD/ftZ E.Contair Loading Rate 12 3. DESIGN SUMNWRY Trench Desi�5ummary' Absorption Area �ft� Sidewalt Depth �in Trench Width �in Totat Lineal Feet �ft Number of Trenches � Maximum Trench Depth �in Bed Design Sun�mary. A�Orption Area �ft2 Media Betow Pipe �in Bed Length �ft Bed Width �ft Minimum Trench Depth �in Maximum Trench Depth �in ' ' Motmd Desi�r►Suenmary Absorptson Area 375 tl� Bed�engfh �8 Bed Width 10 U R Absorption width 15A ` ft C�an Sand Litt �ft Upslope Berm v�dth 10A ft Dawnsbpe Berm wrdth 1T.0 ft Endsbpe Berm width �� ft Total System Length g� ft Totai System Width 37A ft ; At-Geade Desi$n SummarY Atnorption Bed VWdth �ft Absorption Bed Length �ft System Height �ft Absorptton Bed Area �ftz Upsiope Berm Width �ft Dovansbpe Berm Width �ft Endslope Berm Wdth �ft System Length ��ft System VYidth �ft OSTP Design Summary Worksheet uN�VERs�TY �$�� M�� OF MINNESOTA � �►9 Y `` .�' Pressure Distiibution S�a»mary Perforated Laterals � Perforation Spacing �ft Perforation Diameter ` 7/4 ' in Ftow Rate 29 ` GPM Suppty Pipe Diameter�in Total Head 14,6 ft 4. ORCANIC LOADING(if pretreatment is being nsed) Organic Loading to Pre-Treobnent Un3t =Design Flow X Estimated BOD in mg/L in the effluent X 8.35+1,000,000 � gpd X �m8/L X 8.35=1,000,000= �lbs BODlday Calculate System Orgonic Loading: lbs.BOD/day �Bottom Area =lbs/day/ftZ �Ibs/day+ �ft2= �tbs/day/ftZ Comn�ents/Spe�cial Desigrt Considerations; I hereby certify that 1 have completed this work in accordance with atl applicable ordinances,rules and laws. Joseph J Olson "'-- 810 01/07H0 (Designer) (Signature) (License#) (Date) � OSTP Mound Desi�n �' � LTNIVERSITY � �� Minnesota Poilution W��"kShC�t �� S��e OF MINNESOTA � ,,,�,�� Cartro!Agency 1. SYSTEM SIZING.` A. Design Flow(Flow&Soit- 1.A) : �5U GPD TaWe 1 tu�otJNt1 tt�NT�UUR i.OnU�t+t�ttA1'ES: B. Soi!Loading Rnte(F(ow 8 Soit-3.C): Q.7$ GPD1ft2 �Qawred ��xwr��riv�a cont«,r eerc w,te � rnour�d absorpt�n �►s C. DPpth to lim3ting Comiition: 2.2 ft �tQ: D. Percent l.Qr�d Slope: 5.0, % s�om�i �.o, �.a,i.o,Z.a,i.b -- ��a E. Design Media Looding Rate: 1.2 GPD/ft2 6i-iu�mpi aR s.o s�i F. Mound Absorption Ratio(1.E=1.B): i.54 z�zo mpr >s.o• - se• G. Design Contour LoQding Rate: 12.0 GPD/ft ,Systerm with these values are not Type 1 systems. (From Tabte 1 -same as Linear Loading Rate) Contour Loading Rate is a recanmended vatue. 2. DISPERSAL MEDIA S{ZING A. Catcutate Required Dispersat Bed Areu:Design Flow (1.A) =Design Media Loadir►g Rate (1.E)=ft2 if a ta�er dispersal media 450 GPD�- 1.20 GPD/ft2 = 375.0 - ft2 area is desired, enter size: 380:0 ftZ B. Calculate Dispersat Bed Width: Contour Loading Rnte (1.G) =Design Media Loading Rate (1.E) =Bed�dth 1 Z,0 ft = 1.2 gpdiftZ = 10A ft C. Catculate Dispersat Bed Length: Dispersat 8ed Area (2.A)=8ed Width (2.B)=Bed Length 380.0 ft� : 10.0:; ft = 38.0 ft D. Select Dispersu!Media: O Rock ❑Other Approved Media r� 3. ABSORPI'tON AREA SIZING Note:Mound setbocks are meawred from the Absorption Area. A. Catculate Absorptiort�dth:Bed�dth (2�6)X Mound Absorption Ratio (1.F?=Absorption�dth 10.0 ft X 1.5' = 15.4 ft B. For stopes>1%, the Absorptfon �dth is measured downhitt from the upstope edge of the Sed. Calcutate Downslope Absorption �dth:Absorption Width (3.A) -Bed 1A�idth (2.6)=ft 15.4 ft - 10.0 ft = 5.4 ft Comments: Slope, CLR Choice,Materint issues . 4. MOUND SiZING A. Caiculate Clean S�i�Lift: 3 feet minus Depth to limiting Condition (1.C) =Clean Sund Lift (1 ft minimum) 3.0 ft - 2.2' ft = 1 A ft B. Cakutate Upslope Height: Ctean Sand Lift (4.A)+medio depth (1 ft.)+cover (1 ft.)=Upsiope Height 1.0 ft + 1.Q ft + 1.0 ; ft= 3.0 ft D-34:Slape Muitiplier Tabk land 5[opQ Yo 0 I 2 ' 3 4 5 b T 8 4 t0 11 12- f 3 U 'i5 td` 17 i8 19 20 21 22; ,23 2+4 25 ' Up5lOp2 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.5�1 2.A8 Z.dZ 2.36 231 2.2b 2.21 2.17 2.13 2.09 2.06 2.03 2.00 1.97 1.95 1.43 1.41 1.69 1.l7 1.85 BeY11t R0t10 4:t 4.OQ 3.85 3.70 3.57 3.� 3.33 3;23 3.f3 3.fl3 2.94 2.86 2.78 2.7Q 262 2.55 2.� 2.4t 2.35 2.29 2.23 Z.fB 2.13 2.08 2.03 1.98' 7.93` LifM 510�!9Fi 0 1 2` 3 4 5 6 7 8 : 4 10` 11 12 'i3 14 i5 16 f7 ;JS 19 ,20 21 22 33 24 25 DOalnSlope 3:1 3.00 3.09 3.19 338 3.41 3.53 3.66 3.80 3.95 A.11 s.29 �.•t8 4.69 4.95 5.ZJ 535 5.88 6.24 6.63 7.W 7.47 7.93 8.42 &.93 9..16 t0.0I 82�'llt Rdt10 4:1 4.OQ 4.i7 4.35 4.S+1+1.76 5.� i.26 5:56 5:88 5.25 6.67?:74 7.69 8.24 8.42 4.5? 10.24 1Q.44 11.5T 12.42 13.i4 13.94 14.� f5.67 t6.54 17.A4 �. Select Upslope Berm Muttiptier (based on tand slopej: 3.33 (figure D-34) D. Ca�ulate Upstope Berm�dth:Muitip(ier (4.C)X Upslope Mo�nd Neight (4.B)=Upsiope Berm�dth 3.33 ft x ; 3.0 ft = 10.0 ft E. Ca�ulate Drop in Ftevat�on Under Bed:Bed�dth (2.6) X Land Stope (1.D)� 100=Drop (ft) 10.0 ft x 5.OU; % T �oo= 0.50 ft F. Catcutate Downstope MourM He3ght: Upstope Height (4.B)+Drop in Elevatlon (4.E)=Downslope Height 3,0 ft + 0.50 ft = ; 3.5 ft G. Select Downslope Berm Multiplier (based on tand slope): 5.00 (figure D-34) H. Catcutate Downslope 8erm �dth:Multiplier (4.G)X Downstope Height (4.F)=Downslope Berm Width 5.00 x 3.5 ft = ' '9 7.0 ' ft I. Calcutate Minimum Berm to Cover Absorption Area:Downslope Absorption�dth (3.B or 3.C)+4 ft. =ft 5.4 ft + � ft = 9.4 ft J. Design Unwnslope Berm =greater of 4H and 4L• 17,0 ft K. Select Endstope Berm Muitiplier. 3.0(? (usuatty 3.0 or 4.0) L. Catcutate Endslope Berm (4.K)X llownslope Mound He�ght (4.� =Endslope Berm�dth 3.OQ ft x 3.5 ' ft = 11 A t't M.Cakulate Mound Width: Upslope Berm �dth(4.D)+Bed�dth (2.B)+pownslope Berm INydth (4.J)=ft 10.0 ft + 10A ' ft + 17.0 ' ft = 37.0 ft N. Catculate Mound Length:Enalslope Berm�dth (4.L)+Bed length (2.C)+Endslope Berm W3dth (4.L)=ft 11.� ft + 38.0 ft + 11 A ' ft = 6Q.0 ft - 5. MOUND<DIMENSIONS o -----_____Upslope (4.D}_ _10.0------ -------- ., , , r+ , ; � , ; , ------�-� ; � Endsto e 4.L j- `"`��`-�� "'��e 4 '� � �° .�� ' -� �Endslo � 4.L �t- � " 14.0 � `� � � ; 1(}.0 ` � 38.0 � � �1',� � , i Rs , 3 � � �' � � ; U ; � � � � � p i , � � , � i �c �., Downsl 4.J 17.0 �� ---------- W� ( ) � � --------------- ------- ---- -------- Total Mound Len th 4.N 60:0 4" inspection pipe 18" cover on top U slo e berm (4.D) Downslo e berm 4.J 17.0 f 0.0 �._...�.��, 12" cover on sides _ _ (6" topsoil) 1.0 Ctean sand lift %4.A) 13 � � ,. �,, ,- _,_ � �, � : ----__ . � __ ._ __ _ ..____ ;� ; ; _ _�.._.__ - .. __ . __..._______.._. _____ __.. �_ __.�._._ ._--.__.. _ Abso tion Width (3.A - Note: 15.� For 0 to 1% stopes, Absorptian W/dth is measured from the Bedequally in both directions. For slopes >1%, Absorption IN�dth is measured downhill from the upslope edge of the Bed. I hereby certify that 1 have compieted this woric in accordance with ali appiicabie ordinances,rutes and laws. Joseph J Olson 810 01/07/10 (Designer) (Signature) (Lic�#) (Date) � OSTP Pressure D�stribution UNIVERSITY - �"��' M co�ro AP einc�� Desi�n Worksheet OF 1VIINNESOTA �� 9 y �„ 1. Select Number of Perforated Laterols fn system/zone: � � (2 feet is mfnimum u»d 3 feet is mmrimum spucing) ��" �' 2��'°d` 2. Select Perforadon Spocing: 3.0 ft - - ' 'r- - 9'af mdc 3. Setect Perforation DtQmeter Size 1/4 incfi verforauun six�y:'/.•m 7: Pprforatlon 2'to 3' 4. length of Laterots =Media Bed Length-2 Feet. Perforution can not be closer then 1 foot from edge. 38 - 2ft = 36 ft 5• Determine the Number oj Perjorution Spaces. Divide the Length of Laterats (Line 4)by the Perforatlon Spocing (Line 2)and ramd down to the r�arest whote number. Number of Perforation Spaces = 36 ft : �3 ft = 12 ;' Spaces 6. Number af Perforotions per Lvtera[ is equal to 1.0 plus the Number of Perforation Spaces (Line 5). Perforetions Per Latera! = 12 ` Spaces + 1 = 4 3 Perfs. Per Lateral Check Toble 1 to verifty the rwmber of perforutions per tateral qunrentees less than a lOSK dlscharge variatfion. The vaiue is double if the a center ma►nfold is used. 7• Totat Number of Perforfltions equals the Number of Perforutfons per Lntere! (Li�6)multiptied by the Number of Perforuted Latera(s (Line 1). 13 Perf. Per Laterat X �Number of Perf.Laterals = 39 Totat Number of Perf. 8. Calcutate the Sq�are Feet per Perforutton. Recommer�ed vatue is 4-10 ft� per perforohon. ' wr+arauen oVe+r�e tov�a► Does not apply to At-Grades �,,,,,� ' Bed Area = Bed Width(ft)X Bed Length(ft) �•w av ,,� ,,N ,,Y y� �Q ft X 3$ ' ft = 38Q {,� �.w au ast ass , a�s Z �s o.n as� aa9 o.s so` asa asa aao �.oa iS 0.29 O.p Q{9 1.17 Sc�are Foot�r Perforntion =Bed Area divided by the Tota!Number of Perforotfons (Li�7). �9 au an asa ,a. �.O 0.7I 0.l3 7.1D 1.47 :�:�.- Q41�.. 0.1!'� 1.2��:��. 1.65�� 380 ft2 a 39 perforations = 9.7 ft2/pertorattons ,�„� 1/4 hitA and 3/16 Lc1f perfa�atla6 on 9. Select Minimum Average Head: 1.0 ft ,�a�� z r«c .sa+ww.nena t I4 fid�a�d 3/16 td�pNaoNon6 un M575 sr..t tielrcnoerroranonsonMsrs 10. Setect PerforoHon t�schorge (GPM)based un Table IIL• 0.74 GPM per Perforation • �1• Deternrine required Flow Rate by rtniltiplying tl�Total Number af Perfomtions (Lir�7)by the Aerforatlon Dlscharge (Line 10). 39 Perforations X 0.74 GPM per Perforation = 29 ` GPM 12. Se(ect Type of Manfjotd Connection (End or Center): �Er,d ❑c�e� � OSTP Pressure Distribution Minnesota Poallutian UNIVERSITY �'�'" ' ' � � ��o� ry Design Worksheet oF MINNEsoTa � � �� wx;.��s��rar�,s��ee�t w c�.�a�e�1a�c�va�a�. !, oran«.s 7r32�,?srfaratioass �Aa'��{�� Pe�fauation Spacic�g PiPa`�{I�? P�rfo�ataon Spa�+�g�Ftecj t !� 9vs 2 3 fFe�tj t tik it3 2 3 2 1g 13 98' 3O' S0 2 t1 16 2f t 34 68 � 8 12 16 2$ 'S4 2Yt 10 14 2� 32 64 3 8 !3 itr ' ZS` 52 8 ' 4 1�4 19 30 6Q 3/16 k�ch Perforations 1/8 inch Ptrfocations Ptafaration spxar,g(Feeq P�pe EAameter(i`xh's� Pserfa�a�ion 5pa�+�i Pi�Diat�etar�inct�s} t 9Yc 1t� 2 3 f�eet3 t tT& �7R 2 3 2 !2 18 26 4b'' 87 T 21 = 83 i4 ' J4 1�49 2Yc 12 !7 24 4U 80 23�f 2p 3fl •Ei b9 135 3 12 !6 22 3t 75 3 2Q 24' 38' Si �?8 14. Selett Lateral Diemeter based on Table L• 9.50 in T�ie 11 Valume of;Liquid in 15. Votume of Uquid Aer Foot of Distrlbution Piping: Q.110 Gallons/ft �� Pipe Liquid 16. Votume of Distribution PfPi�3 = Diameter Per Foot _[Number of Perfcrated Laterols (Line 1)X Length of�uterals (Line 4)X {�� (Volume of L4q�rid Per Faot of Distribution Pipiru�(Line 15)] 1 0.045 � � � _� 1.25 0.078 3 X 36 ft X 0.110 gavft 11.9 Gattons 1.5 0.�10 17. Mirrimum Dose=Yolume of Distribution Piping(Line 17)X 5 2 0.170 3 0.380 11.9 gats X 5 = 59.4 Gattans 4 0.661 ._c�ean�s _-- -- - -_- _, man �� ,� � .' i ; nAanisold ppe� i � � ��P�mP � � � r � � ---__, �� ' -Altemaoe�ocation of ppe irom pump � �• altemate laation tran of ' fran I hereby certify that I have completed this work fn accordance with att apptica�e ordinances,rutes and laws. Joseph J Olson 810 01/07/10 (nes;gner) (Signaa,re) (Lice�#j (Date) � OSTP Pump Selection Design UNIVERSITY = Minnesota Poeution W0t"�($hQQt OF MINNESOTA �� Controi ertc �-�� 1. PUMP tAPACiTY A, Pumpi�to Gravity or Preswre DistribuNon: O c�ravky O arrsw�e � 1. tf pumpfng to gravity enter the gatton per minute of the pump: �GPM 2. If pumping to preswre,is the purt►p for the treatment system or the rnllection system: OO Trearo�r�x sys�n O CoYecuon 9y�e�n 3. If�mping to a pressurized treatrr�ent system,what part or type of system: p Sail Treatment Unit p I�dia Fitter p Other 4. It pumping to a pressurized distnbutwn system: 29.0 GPM (Llne 11 of Preswrc 01shf6uHon or Une!0 of Non-Level or enter if CotlecHan System) 2. HEAD REQUIRF.�AENTS 3. Elevation Difference �ft a�"o� between pump and poir�t of discharge: MOTE:IF system is on fir�d3vid�wl wbwrfoce servnge trectment s�v""e�"�' system,comp(ete steps 4-9. if system is a CotlecHon System, ave �;'� skip steps 4,S,7 ond 8 and go to Siep 10. � 4. Distribution Head l.oss: �ft TY: �, 5. Additionat Head Loss: �ft(due to special equiprnent,etc.) : otstributlon ttead t�oss ncdon �n c per Gravity Distribution= Oft Ca130 Pressure Qistribution based on 11Ainimum Average Head ��1�� Vatue on Pressure Distributi�Worksheet: G � 1 1y 1'f'� 2 3 NYnimum.Avera e H�ad ' Disb�ibuNon Ha+ad L.oss 10 9.91 S.OS 1.2T 0.39 -- ' 1 ft 5ft 12 1277 4.31 1.78 0.44 2ft 6ft - 5ft �pft 4 4' 96,89 5.74 2.3� 0.58 16 -- 7.35 3.00i 0.76 0.10 6. A.Supply Pipe Diameter: 2A in 1$ 9.14 3.76 0:83 0.13" B.supply Pipe l..ength: 22 ft 20 - 11.11 4.�8 1.13 0.16 25 16:78 6:92 1.71 0.24 7. Based on Frictian Loss in Plastk Pipe per 100ft from Tabte L• gp � __ 9.N 2.39 0.33 Fridion Loss= 2:23 ft per 100h of pipe 35 12.9Q 3 98 0.4d: 40 - -- 16.52 4.07 Q67 g, Detertnine Ecp�ivnlent Pipe Length fran pump discharge to soil dispersal 45' 6A7 4.70 area dfscharge point. Estfmate by adding 25%to wppty pipe length for � w '- fitting loss. Sup�ty Plpe Length(5.8) X 1.25=Equivalent Pfpe Length 50 - - -- 6.16 0.86 55 - T:35 1.02 22 ft X 1.25 = 27.5 ft 60 --- -- --- $.63 1.20 9. Catcutate Supply Friction loss by muttiptying Frfction Loss Aer f00ft (Line 6)by 6� - - 4Q.01 1.39 Suppty Friction L�s= 70 - --.. _- 11.48 1.� 2.23 ft per�o0ft x 2T-5 ft + 100 = - 0.6 ft " OSTP Pump Setection Desi�n uN�vERsrTY =' Rflinnesota Poliutbn ; . �o��o� WOP�I�E�t OF MINNESOTA �, �� ,�,,;, 10. Equivalent length of pipe Httings. Equivatent Le�th Faebors(ft.)for PVC Pipe ; Settior►90 is for Cd/ertMn Systeira ONLY ond doss!�T need to be �� canrp/eted f�indlvid�ro!w6�rfare sewoge treatrnent systems. Fitxint'fypa �Di��n.) !Ys ' Z 3 Quantity X Equivalent Length Factor�Equivatent Length Gate Vatve t.o7 1.38 2.oa 90 Deg<Etbow 4.03 5.it T.67 Fitting 7ype ��y Equiv'a�t EqufValent 45 Deg Elbaw 2.15 2J6 4.09 Length Fattor Length(ft); Tee-FtaMr TM'u 2.b8 ' 3.45 5,41 ee' - • - Gate Velve X - Swi�Check Yatv�e ' 13.40 1T.20 25.50' ��E� X s Angte Yalve 20.10 25.D0 38.40 45 Deg Elbow X � Gtabe Valwe 45.60' S$.60 86.90 Butterfly Vatve T.75 11.50 Tee-Flow Thru X = Tee-Branch Ftovv X = NOTE:Equivalent length vatues for PVC pipe Swing Check Valve X s fittings are based at calculati�s using Lhe Hazen- Wittiartn Equation. See Advanced Designs for SS75 Angle Yalve X - ' fw equation. Other pipe material may require Globe Valve X � different equtvalent length factors. Verify other equivatent length factors with pipe material Butterfly Yalve X = manufacturer. Valve 10 X = NOTE:System insWlter shoutd contact system Vatve 11 X s �4�"�the number of fittings varies from the deslRn to the aCtual irnWltatlon. A. 5um of Equivatent Length due to pipe fittings: �ft Hazen-Wittiams EquaHon for h B. Total Pipe Length a SupptY Pipe Length(5.6)+Equivalent Pipe[.c�tgth(9.A.) 1�.rJ * 1.85 * � ft +� ft =�ft hf D4.87 �Q-C� L C. Hazen-Wiiliams friction lass due to pipe fittings and wpplY PiPe(hr)� Q in gprn L in feet D in inches C=130 (10.5 =. pipe piameter�.B7) X (Ftow Rate + Consta�t)�.°g X Total Pipe Length(10.6} (10.5 + �ina.a�� X �r-]9�+130)'.as X Oft =�ft L_._.J 11. Tota!Head requirement is the wm of the Elevation Difference (Line 3),the Distribution Head L.oss(Line 4),Additional Head L.oss(L'me 5), and ettfier Supply Frict9on Loss(Line 9),or Friction Loss from the Suppty Pipe and Pipe Ffttings fo�cotlection systems(Line 10.C) NOTE:Se�pply Friction Loas(Line 8)nesd ONLY be used ij NOT a coftectiar�system. NOTE:Frictian t�s fram the S�p/y Plpe and Pipe Fittings(Line 9.C)need ONLY be ussd i�sysMn is a co(lection system. 9.0 ft + 5.0 ft + �ft + 0.6 ft = f4.b ft 3. PUMP SEIEETiON A pump must be selected to deliver at least 29 GPM(Line 1 0�Line 2)with at least ��j feet of total head. Comments: Pump type I hereby cerfify that 1 have comp�this v�rork in acco moe wifh aN applicable ordinarx�es,n�les and laws. Joseph J Olson 840 01/OTHO (Designer) (Signatwe) (License#) (Date) Los�s of Soil Borins�s License#870 Location or Project: 2056 Shoreline Drive Borings made by: Rusty Oison's Soii and Perc Testing Date:07/07110 Cl�sificateon System: AASHO ; USD3-USDS-SCS X : Unified :Other Auger used(check two): Hand .or Power . Bucket or Probe X ,Pit Boring Number_1_Surface elevation_83.9_ Mottled Soil at 2.3_feet 0"-18"Dark brown sandy loam 10yr3/2 H20 present at X feet 18"-28"Brown sandy loam 10yr4/4 28"-36"Rusty brown loam 10yr5l4 Boring Number_2_Surface elevation_83.9_ Mottled Soii at 2.1 feet 0"-18"Dark brown sandy loam 10yr3/2 H20 present at X feet 18"-26" Brown sandy loam 10yr4/4 26"-30"Rusty brown sandy loam 10yr5/3 Boring Number_3 Surtace elevation_82.9_ Mottled Soii at_2.3_feet 0"-18"Dar1c brown sandy loam 10yr3/2 H20 present at X_ 18"28"Brown sandy loam 10yr4/4 28"-36"Rusty brown loam 10yr5/4 . • Percolation Test Data Sheet Lic.#810 Percola6ng test readings made by: Rusty Olson's Perc. starting at 10:23 A.M. On 01/05l10 Location: 2056 Shoerline Drive Hole number. 1 Date hole was prepared:01/04h 0 Depth of hole bottom_12=inches, Diameter of hole 8'_inches. Soii data from test hole: Depth, inches Soil texture 0-12" Dar1c brown sandy I�m lQyr3/2 Meth�of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial wat+er filling 01/04/10 At 1:00 P.M. depth of initial water filling 12 inches above hole botfom. 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 Dro in H20 Perc Rate 10:33 11:03 6" 3.6 8.3 11:� 11:36 6" 3.5 8.5 11:37 12:07 6" 3.5 8.5 AVERAGE PERC. RATE 8.4 MPI Percolation Test Data Sheet Lic.#810 Percola6ng test readings made by: Rusty Oison's Perc. starting at 10:23 A.M. On 01/05/10 Location: 2056 Shoeriine Drive Hole number. 2 Date hole was prepared:01/04/10 Depth af hole bottom_12"_inches, Diameter of hole G"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dack brown sandy loam 10y�3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water fi{ling 01/04/10 At 1:00 P.M. depth of initial water fllling 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 bottam during tests 6 inches Time Time Depth Drop in H20 Perc Rate 10:34 11:04 6" 3.8 7.9 11:05 11:35 6" 3.7 8.1 11:38 12:08 6" 3.6 8.3 AVERAGE PERC. RATE 8.1 MPI CERTIFICA� OF INSl'ECrI'ION ACCORDING TO MPCA 7080 ORONO BUILDING & ZONING DEPARTMENT 2750 Kelley Parkway P.O. Box 66 Crystal Bay, MN 55323 This certificate has been issued this 7t" day of December 2010, to certify compliance with provisions of the Orono Municipal Code and Minnesota Rules Chapter 7080, regulating installation of individual sewage treatment systems. Owner: Mickey Maude & Patty Silva Site Address: 2056 Shoreline Drive P.I.D.: 15-117-23-21-0002 Permit #: 2010-00970 Installer: Bursch Brothers Compliance Officer: ��(,��,�� data/forms/blank cert of inspection MPCA 7080 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE scHEou�Eo PERMIT NO. COMPLETED ADDRESS �u J (o Sho�t t,n.re 17(�. OWNER �A -�+�-1 S• lcJ!-} TELEPHONE NO. CONTRACTOR �2� S� `� O � SO rJ � DESCRIPTION �� J S U Q-�' �� rt°�'� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q � POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � a � � o �� S UC�.��" f`"' C��i�n1 l� (-' . �... �!�S '� �'� c �� o�v�� 0 � Q �v �''fi!P �� So ,-1 A� �.,�� z � �D c� T O� S /-�n � �J�. C4 Q� �'1��J✓1� W � � O � �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOH REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. d� //f�� ..., t White Copyllnspector's File Canary Copylltte'NqF�e AT TIME V CiTlf OF ORONO CALLED IN � .HVSPECTION NOTICE SCHEDULED — _,� �PERMIT NO. �D/D-�97C� COMPLETED ADDRESS GPO,S� �Sf .L�J OWNER TELEPHONE NO. ��Z� ��i�� CONTRACTOR � a DESCRIPTION �"� �� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLAC ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP � �`� _ ❑ COMPLAINT Q ❑ DEMO-SITE ❑ SEPTIC MAINT. � ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARO COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: a --- � �: :`'' � 15' �/�/1.�� 5 l3T�� ✓,� �f � -r�; o �`f- �,!��[7 'l/e�..� /G�t�� f ,��T in�.-r� KL+ a � �'��f'- f F',LGc�e 1-T- �' t.f�'�,�� = W ---�/a� i� 3�v� �"'t-- Trc,crc �� Q � 3 /�f' l�� r�os ��,�c r�,,��l�t �•c� � ��,�� 7`.S �9S' .�.S c�� c.7 � l �d ��c-� � ct � •��- c��r�,z W � t�a ti1�(> a � �ORKSATISFACTORY:PROGEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECO�/ERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR W{LL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-46�� Owner►Contractor on site: -- Inspector. . j/ " �� White Copyllnspector's File Canary CopylSite Notice