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Home My WebLink About2010-00572 - new septic o � . . R CITY OF ORONO PERMIT NO.: 2oiaoosn �' 2750 KELLEY PARKWAY ORONO,MN 55356- DATE ISSUED: 08/03/2010 952 249-4600 FAX: 952 249-4616 ADDRESS : 115 LUCE LINE RIDGE PIN : 31-118-23-34-0006 LEGAL DESC : PAINTERS CREEK : LOT 004 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOLJND SYSTEM-SEPTIC APPLICANT SEPTIC NEW 200.00 BOHN WELL DRILLING CO. STATE SURCHARGE SEPTIC 5.00 16550 BASELINE AVE. MISC FEE 0.00 SHAKOPEE,MN 55379 (952)445-4809 TOTAL 205.00 Minnesota State License#: 1043 OWNER RIZZOLO,JAMES ERICSON&V 115 LUCE LINE RIDGE MAPLE PLAIN,MN 55359 C-�\ AGREEMENT AND SWORN STATEMENT The work for which this pertnit is issued shall be performed acwrding 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 aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. �s. •�? /.�� l � l/c1 � � � Jv Applicant rmitee Signature Date Iss y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. rI ' , /�� 33 /��\ City of Orono FOR CITY USE ONLY � 0�� P.O.Box 66 7 20�0-OD,S Z.• 2750 Kelley Parkway Date Received: !Z O Permit# � n`'x• �� Crystal Bay,MN 55323 .DD �;� �'�,;�� o�� (952)249-4600 Amount: $ °� �axo�,' 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: 115 �Ce L►►�e �.idq� Owner: ��hdakr Cap��t�,l Mailing Address: �hC i alVd� W, s�, IA.OD c�ty: _Orah�c Ci� , C� z�p: q2�� Home Phone: Alternate Phone: �1�f'-�I - 7018 Contractor/Applicant Information: Contractor/App.: boh�1 VV�II �Y1l�Ir1A C0. Contact Person: r rl(I, h Address: I�I�O t1Ql(�k L.,YI , S�FL. �01 State License #: �d`�'3 City: �Y �tVl z�p: 5�35Z Expiration Date: Phone: Q�Jti.�(�5, ��Oq Alternate Phone: ��2.`�Iq• l54{� TYPES OF OCCUPANCY �'Residential ❑ Commercial ❑ Other PERMIT TYPE AND FEES New or Replacement System $200.00 290, OD Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Totat $ �A�. ��p W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 1 / 2 . . � ** ATTENTION 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: ti CxlS�lhq SizeofTanks: �D00 �V00 Z• IDOD`� Treatment System Trenches s.f. 1 Mound (C�r�S s.f. �•✓� �b��Z.S� S1�J� ��,(�� X ��} 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 ��f�� /.i� Date: � 7 10 MPCA License No.: ��73 19�� Staff Review: � Accept ❑ Denied Reviewer: /�d� r�� Date: 7- f 3- i O Reason for Denial: Comments (to be printed on inspection card): Reset Form W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 2 � 2 . ` ' , I Bohn Well Drilling Co 18190 Dairy Lane,Ste 101,Jordan,MN 55352 952-445-4809/Fax:952-445-1439/www.bohnwell.com �� ORONo C4PY � Dig It �� Drill It Drain It Percolation Tests, Soil Borings & Your One Stop Contractor Septic System Design — — _ - - - - _ � "' .' ` �- . , . . . = _�_ � ' � ,� ' '' � �� i4pryM BohH � 949 1043 i 7/7/2010 Prepared For: Kondaur Capital Corp. Attention Bill Burnett Mailing Address: One City Blvd W., Suite 1900 Oronge City, CA 92868 Phone#"s Work (714) 361-7018 Home: Fax �RONO COP�obile �t��'Sp _ ' . . . . . . 1 Homeowners: Bank Owned Site Address 115 Luce Line Ridge Orono, MN 55359 Addition Name Puinters Creek; L4, Bl Lot 4 Block 1 County Hennepin Township Orono �� Range# 23W d��e�tiqp�bv�— 5��b�� n� lY V l. t'f1 J1ii'M tNSPEC OR � DATB � �� pERMIT i� �p ��by w�}"n°��bred for,prior to releasing it to any contractor to bid or any City, AP�I�1W!'t'�i'R�,f'jqg{�'��. We reserve the right to hold design until payment has been received. NOT AFPROYBD�CORAECT�R68t1B11tt? '1'�eyr a�ents m fa gow�fo�a�l�, AN�wd.l�M� �� i,�'�� M�N awplis�a t��N�pptio�hl��p�it aM a�int aoi. � �� #�taol�diy Mw aqyMilfo��oadi�i�� #�T�lil�K�T1RlY��t�ii'WI� �� Septic Design Info Sheet Designed For: New X Replacement Type of System: Rock Trench Gravel-less Trench X Mound rockbed 10"X 62.5' At-Grade sand area 47.6'X 83' --Sand 216 ton Chamber Pressurized Treatment Bed Alternative, Other,Performance Design Criteria: 5 Number of Bedrooms Garbage Disposal (Y or N) N Grinder or Ejector Pump Proposed (Y or N) Septic Tank; 3 1000ga1 two existing and one new 1250ga1 1500gai 1500ga1(2-c) 3000ga1 two compartment 2000ga1. (2-C) Pump Tank: X 1000ga1 1250ga1 1500ga1 2000ga1 500gai. System Information Gravity Flow from building to septic tanks and pump tank,pump effluent up to the mound General Construction: Divert all surface water away from the drainfield area during construction Fence off the drainfield area before permit applica6on. Site Considerdtions: N Is this a preliminary design?(more to be done in future) N Have the property lines been marked? N Has the 100yr flood plain elevation level been checked? Y Do we have a survey? N Is high water elevation mark needed? N is water way easements marked? N Is sepfic in well head protection area? N Is there a basement lift pump? N Is septic near private drainage N Old septic tanks to be pumped&bury? N Any buried utilities or water lines in the way Y Septic tank truck access available? Y Existing septic tank to be pumped and inspect? Y Trees to be removed? Y Difficult tank&drainfleld equipment access/workability? Y Well Over 100ft.deep? (61e lines,ditches,culverts,etc...) N Variance needed? N Is there a wetland setback concern?(See Below) Y Is site staked Miscellaneous Info.: This is a septic reptacement for a 5 bedroom house.There is two exis6ng 1000 gal.septic tanks.They need to be pumped and inspected,if the tanks are good install inspection and maintanance riser pipes.One new 1000ga1. septic tank and a 1000ga1.Pump tank need to be added. A 47.6'x 83'sand area with a 10'x 62.5'rockbed mound needs to be installed. ��µ< . OSTP Mound Des�gn LJNIVERSITY Minnesots Pollution Worksheet OF MINNESOTA '='�:� Corrtrol Agency 1. SYSTEM SIZING: A. Design Flow(Design Summory fA): 75O GPD T��E MOUND CONTOUR LOAdiNG RATES: B. Soi!Loading Rate (Design Sum.2D): 0.60 GPD/ft2 �wrad � jo�ro �� Contour C. Depth to Limitinq Condition: 2.0 ft P°�`��° � "��O`P�"`� Rato� D. Percent Land Slope (Design Sum. 2B): 11.0 % s 64mpi �.o, �.a.z.o,z.a.Z.e -. <_i2 E. Design Media Looding Rate: 1.2 GPD/ftZ 61-120 mpi oR 5.0 <�z F. Mound Absorption Ratio: 2.4 >120 mpi .s.o° <_s• G. Design Contour Loading Rnte: 12 GPD/ft •Systems with these values are not Type I systems. (From Design Summary 2E-same as Linear Loading Rate) Contour Loading Rate is a recommended value. 2. DISPERSAL MEDIA SIZING A. Calculate Required Dispersal Bed Area:Design F(ow (1.A)=Design Media Looding Rate (1.E)=ftZ If a larger dispersal media 750 GPD= 1.2 GPD/ft2 = 625.0 ftZ area is desired, enter size: �ft2 B. Calculate Dispersa(Bed Width: Contour Loading Rate (1.G)=Design Media Loading Rate (1.E)=Bed Width 12 ft = 1.2 gpd/ft2 = 10.0 C. Calculate Dispersa!Bed Length: Dispersal Bed Area (2.A):Bed Width (2.6)=Bed Length - 625.0 ftZ = 10.0 ft = 62.5 ft D. Select Dispersal Medio: RoCk 3• ABSORPTION AREA SIZING Note:Mound setbacks are meosured from the Absorption Area. A. Calculate Absorption Width:Bed Width (2.6)X Mound Absorption Ratio (1.F)=Absorption Width 10.0 ft x 2.40 = 24.0 ft B. For slopes from 0 to 1%, the Absorption Width is measured from the bed equally in both directions. Calculate Absorption Width Beyond the Bed:Absorption Width (3.A)-Bed Width (2.6)=2=Width beyond Bed ( N/A ft - N/A ft) = N/A = N/A ft C. For slopes>1%, the Absorption Width is measured downhill from the upslope edge of the 8ed. Calculate Downslope Absorption Width:Absorption Width (3.A)-Bed Width (2.6)=ft 24.0 ft - 10.0 ft = 14.0 ft Comments: S(ope, CLR Choice, Materia!issues 4. MOUND SIZING A. Calculate Clean Sond Lift: 3 feet minus Depth to Limiting Condition (1.C)=Clean Sond Lift (1 ft minimum) 3.0 ft - 2.0 ft = 1.0 ft B. Calculate Upslope Height: Clean Sand Lift (4.A)+media depth (1 ft.)+cover (1 ft.)=Upslope Height 1.0 ft + 1.0 ft + 1.0 ft= 3.0 ft D-34:SloDe Multiplier Table LiBd 5i0pe% 0 1 2 3 4 5 6 7 6 9 10 it 12 13 t4 15 16 17 16 19 2Q 21 22 23 24 25 UpSI0p2 3;1 3.00 2.91 2.83 2.75 2.68 2.61 2.5�1 2.A6 2.42 2.36 2.31 2.26 2.11 2.17 2.13 2.09 2.06 2.03 2.00 1.97 1.95 1,93 1.41 1.89 1.87 1.85 Berm Ratia 4:1 4.00 3.85 3.70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 T.62 2.55 2.I8 IAi 2.35 2.29 2.23 2.18 2.13 2.08 2.03 1.98 1.93 Lind SIOp!!6 0 1 2 3 4 5 6 7 8 9 to 1 t 12 13 14 15 16 17 18 19 20 21 22 13 24 25 UownSlope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4,11 a.29 4.a8 4.69 a.95 5.14 5.55 5.86 6.24 6.63 7.a1 7.a7 7.93 8.42 8.93 9.d6 10.02 BBfltl Rdt10 4:1 4.OD 4.17 4.35 4.54 4.76 5.00 5.26 5.56 S.HB 6.25 6.67 7.t4 7.69 8.29 8.92 9.57 10.24 10.94 11.67 12.42 13J9 13.99 14.82 15.67 16.54 17,4t � Select Upslope Berm Multiplier (based on land slope): 2•78 (figure D-34) D. Calculate Upslope Berm Width:Multiplier (4.C)X Upslope Mound Height (4.6)=Upslope Berm Width 2.78 ft X 3.0 ft = 8.3 ft E. Calculate Drop in Elevation Under Bed: Bed Width (2.B) X Land Slope (1.D)= 100=Drop (ft) 10.0 ft x 11.00 % T 100= 1.10 ft F. Calculate Downslope Mound Height: Upslope Height (4.6)+Drop in Eievation (4.E)=Downslope Height 3.0 ft + 1.10 ft = 4.1 ft Select Downs(ope Berm Multiplier �' (based on land slope): 7.14 (figure D-34) H. Calculate Downslope Berm Width:Multiplier (4.G)X Downslope Height (4.F)=Downslope Berm Width 7.14 x 4.1 ft = 29.3 ft I. Calculate Minimum Berm to Cover Absorption Area:Downslope Absorption Width (3.6 or 3.C)+4 ft. =ft 14.0 ft +�4 ft = 18.0 ft J. Design Downslope Berm =greater of 4H and 41: 29.3 ft K. Select Endslope Berm Multiplier: 2.50 (usually 3.0 or 4.0) L. Calculate Endslope Berm (4.K)X Downs(ope Mound Height (4.F)=Endslope Berm Width 2.50 ft x 4.1 ft = 10.3 ft M. Calculate Mound Width: Upslope Berm Width(4.D)+Bed Width (2.6)+Downslope Berm Width (4.J)=ft 8.3 ft + 10.0 ft + 29.3 ft = 47.6 ft N. Calculate Mound Length: Endslope Berm Width (4.L)+Bed Length (2.C)+Endslope Berm Width (4.L)=ft 10.3 ft + 62.5 ft + 10.3 ft = 83.0 ft 5. MOUND DIMENSIONS GREATER THAN 1%SLOPE ^ / ---------Upstope (4.D) ---- 8.3 ---- --------- ,. � , , , ` , � , � , � , � , � Endslo (a.L Dispersal Bed: (2.B x 2.C) � Endslo e (4.L) � � � � 1 p.3 62.5 10.0 � i 10.3 � � ' � , � � i V i � � � � 1 I O ` ' � � � � � � �� Downslope (4.J} 29.3 �' � ------------------------ ------------ --------- Totat Mound Len th (4.N) $3.0 4" inspection pipe 18" cover on top U slo e berm (4.D) Dawnslo e berm 4.J 29•3 8.3 � 12"cover on sides (6" topsoil) 1.0 Ctean sand lift (4.A) � _ _ 2.0 Depth to Limiting (1.C► Limiting Condition — -----------I—___2g� , Absor tion Width (3.A) — ----------- Note: 24.0 For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. I hereby certify that I have completed this work in accordance with all appiicable ordinances, rules and laws. (Designer) (Signature) (License#) (Date) OSTP Pressure Distribution - Minnesota^Pollution LTNIVERSITY Controi Agency Design Worksheet OF MINNESOTA ��; 1. Select Number of Perforoted Latervls in systemlzone: 3 Geotextile �� Minfmum� � (2 feet is minimum and 3 feet is maximum spacinq) v. perforations spaced 3'apart� 2•or�x 2. Select Perforation Spacing: 3.0 ft -- �?�- - 9'of rock 3. Select Perforation Diameter Size 7/32 inch Perforatian sizing:'/.'m�i.• Perforatlon s 'n :2'W 3' 4. Length of Laterals =Media Bed Length -2 Feet. Perforotion can not be closer then 1 foot from edge. 63 - 2ft = 61 ft 5• Determine the Number of Perfor4tion Spaces. Divide the Length of Laterals (Line 4)by the Perforation Spacing (Line 2)and round down to the nearest whole number. Number of Perforation Spaces = 61 ft - �ft = 20 Spaces 6. Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces (Line 5). Perforations Per Latera( = 20 Spaces + 1 = 21 Perfs. Per Lateral Check Table 1 to verifjr the number of perforations per latern(guarontees less than a 10%discharge variation. The value is double if the a center manifold is used. �• Total Number of Perforotions equals the Number of Perforations per Lateral (Line 6)multiplied by the Number of Perforated Laterals (Line 1). 21 Perf. Per Lateral X �Number of Perf. Laterals = 63 Total Number of Perf. 8. Calculate the Square Feet per Perforation. Recommended value is 4-10 ftZ per perforation. ��PM� Does not appl y to At-Grades Parforatlon Dfamater Mad(ft) �� '/u '/n '/� Bed Are4 = Bed Width(ft)X Bed Length (ft) 1.0' 0.18 0.41 0.56 0.74 10 ft x 63 ft = 625 ftZ +•s o.:2 o.s, 0.69 0.9 zo" o.zs o.es o.ao �.a 23 0.29 0.65 0.89 1.17 Square Foot per Perforation =Bed Area divided by the Total Number of Perforations (Line 7). 3.0 0.�: o.�: o.� ,.� a.o 0.3� o.ea �.0 �.a� 625 ftZ .- 63 pertorations c 9.9 ftZ/perforations 15foot 0.41 0.93 P 1.26 7.65 1/41'xh ard 3/16 i�h erfontlons on dwellinqz 9. Select Minimum Average Head: 1.0 ft ��8 in[h peAo�aHdis on dwellings and for 2 feet other estaDlishments 1/4 inth aM 3/16 ifxh pefo2tbr�on M5T5 5 feec 1/8 inch perfaratiaa on M5T5 10. Select Perforation Dischorge (GPM)based on Table III: 0.56 GPM per Perforation ��• Determine required Flow Rate by multiplying the Total Number of Perforations (Line 7)by the Perforation Discharge (Line 10). 63 Perforations X 0.56 GPM per Perforation = 36 GPM 12. Select Type of Manijold Connection (End or Center): ❑end ❑center ��§�` OSTP Pressure Distribution UNIVERSITY Min�ro�en yion Design Worksheet OF MINNESOTA '�=_� Misanrman Number oF Prrforations Por l�t�ral ba Cauaa�anbee=i0l�6 Oesckrrp Vaaiation .►v�c oradons 7/32 lnch Perforat�oru Perforation Spacing(Feet) Pipe Diameter llnchesl Perfarallon Spa�ci� Pipe Diameler(IncF�es1 1 1i4 1Yt 2 3 fFeet) 1 11i 11� 2 3 2 1Q 13 16 30 6Ii 2 11 16 21 3� 6s � & 12 16 Z8 5� 2}4 ya 14 20 32 64 3 S 12 16 25 53 3 4 14 19 30 b0 3fi 6 4�ch Perforatiwn 1!$I�ch Perforarioru PerFaraEion Spacing(Feety ��{IM�? �oration Spaci� Pipe Diamet�r pnchesl 1 1fi 11fi 2 3 (Feet) 1 11i tYe 2 3 2 12 18 26 �6 ai 2 21 33 4L 74 '{49 2Yt 72 17 24 40 a0 2Yt 20 30 41 69 135 3 12 16 22 37 75 3 20 29 38 bd 128 �ne numoers tn cne ranie assume ena Table 11 14. Select Lateral Diameter from Table I above: 2.00 in manlfold(double allowed rf center feeding) Volume of Liquid in 15. Volume of Liquid Per Foot of Distribution Piping: 0.170 Gallons/ft �� Pipe Liquid 16. Volume oj Distribution Piping = Diameter Per Foot _ [Number of Perforated Laterals (Line 1)X Length of Laternls (Line 4)X (inches) (Gallons) (Volume of Liquid Per Foot of Distribution Piping(Line 15)] 1 0.045 � � � _� 1.25 0.078 3 X 61 ft X 0.170 gal/ft 30.9 Gallons 1.5 0.110 17. Minimum Dose=Volume of Distribution Piping(Line 17)X 5 2 0.170 3 0.380 30.9 gals X 5 = 154.275 Galtons 4 0.661 ,-Cleanouts ------ ---_--�, rtWnl P�Pe� .' ` � .' / �� Maniiold pipe�, / , pipe from:pump � , � , , . �' lean outs ' �Altemate location � of pipe from{wmp � �• altemate lacation Pi from um of i from um I hereby certify that i have completed this work in accordance with all applicable ordinances, rules and laws. (Designer) (Signature) (License#) (Date) � OSTP Pump Selection Design Minnesota Pollution UNIVERSITY �ro� �� Worksheet OF MINNESOTA `'�-� 1. PUMP CAPACITY A. Pumping to Gravity or Pressure Distribution: O Graviry O Pressure 1. If pumping to gravity enter the gallon per minute of the pump: �GPM 2. If pumping to pressure,is the pump for the treatment system or the collection system: �Treatment System 0 Collection System 3. If pumping to a pressurized treatment system,what part or type of system: m Soil Treatment Unit pMedia Filter p Other 4. If pumping to a pressurized distnoution system: 36.0 GPM (Line 11 of Pressure Distribution or Line 10 of Non•Level or enter i(Collection System) 2. HEAD REQUIREMENTS i ueasmwrc system 3. Elevation Difference 10 ft ��"T�d�� between pump and point of discharge: •�" � NOTE:IF system is an individua(subsurface senroge treatment sw��"`"�` system,complete steps 4-9. If system is a Collection System, �pae eievauon%�, skip steps 4,5, 7 and 8 and go to Step 10. d� 4. Distribution Head Losr. �ft ----------------------------- 5. Additionat Head Loss: �ft(due to special equipment,etc.) Distribution Head Loss nctaon ss m astu pe per Gravity Distribution = Oft C=130 Nominal Pipe Diameter Pressure Distribution based on Minimum Average Head Value on Pressure Distribution Worksheet: Gp�� 1 1'/� 13�t 2 3 Minimurr Aversa e Head Distribution Head Loss 10 9.11 3.08 1.27 0.31 --- 1ft 5ft 12 12.77 4.31 1.78 0.44 2ft 6ft '-' 5ft �pft 14 16.99 5.74 2.36 0.58 -- 16 -- 7.35 3.03 0.75 0.10 6. A. Supply Pipe Diameter. 2.0 in �g � 9.14 3.76 ,0.93 0.13 B. Supply Pipe Length: 40 ft 20 -- 11.11 4.58 1.13 0.16 25 - 16.78 6.92 1.71 0.24 7. Based on Friction Loss in Piastic Pipe per 100ft fram Table I: 30 w --- 8.69 2.39 0.33 Friction loss= 3.32 ft per 100ft of pipe 35 -- -- 12.90 3.15 0.44 40 -- --- 16.52 4.07 0.57 g, Determine Equivolent Pipe Length from pump discharge to soil dispersat 45 � __ _� 5.07 0.70 area discharge point. Estimate by adding 25%to supply pipe length for fitting loss. Supply Pipe Lenqth(5.8) X 1.25=Equivalent Pipe Length 5Q - --- -- 6.16 0.86 55 � __ __ 7.35 1.02 40 ft x �.25 = 50.0 ft 60 -- --- -- 8.63 1.20 9. Calculate Supply Friction Loss by multiplying Friction Loss Per f00ft (Line 6)by t 65 � "' -- 10.01 1.39 �� 11.48 1.60 Supply Friction Loss= "" � '- 3.32 ft per 10oft X 50.0 ft - 100 = 1.7 ft � OSTP Pump Selection Design �� UNIVERSITY � YViinnesota Pollution Worksheet OF MINNESOTA Control A enc � 10. Equivalent length of pipe fittings. Equivalent Len�kh Factors(ft.)for PVC Pipe Fittings Section 10 is for Collection Systems ONLY and does NOT need to be completed for individual subsurface sewoge treatment systems. Fitting Type �Fe Diameter(in.) 1 Y4 2 3 Quantity X Equivatent Length Factor=Equivalent Length Gate Valve 1.07 7.38 2.oa 90 Deg Elbow 4.03 5.17 7.67 Fitting Type Quantity Equivalent Equivalent 45 Deg Elbow 2.15 2.76 4.09 Length Factor Length(ft) Tee-Flow Thru 2.68 3.45 5.11 ee- ranc ow . Gate Valve X - Swing Check Valve 13.40 77.20 25.50 90 Deg Elbow X = Angle Valve 20.10 25.80 38.40 45 Deg Elbow X _ Glabe Yatve 45.60 58.60 86.90 Butterfly Valve - 7.75 11.50 Tee-Flow Thru X = Tee-Branch Flow X = NOTE: Equivalent length values for PVC pipe fittings are based on calcutations using the Hazen- Swing Check Valve X - Williams Equation. See Advanced Designs for SSTS Angle Valve X = for equation. Other pipe material may require Globe Valve X _ different equivalent length factors. Verify other equivalent length factors with pipe material Butterfty Valve X = manufacturer. Valve 10 X = NOTE:System installer should contact system designer if the number of fittings varies from the Valve 11 X ' design to the actual installation. A. Sum of Equivatent Length due to pipe fittings: �ft Hazen-Wiliiams Equation for h B. Tota(Pipe Length =Supply Pipe Length(5.B)+Equivalent Pipe Length (9.A.) l�.s 1 85 0 ft + C� ft - Ofc h.f - D4.s� *�Q-C) � *L C, Hazen-Williams friction loss due to pipe fittings and supply pipe(h f): Q in gpm L in feet D in inches C= 130 (10.5 .- Pipe Diameter°�a�) X ( Flow Rate : Constant)'�85 X Total Pipe Length(10.6) (10.5 : �ina.s� � X (�9pm>130),.es X �ft '�ft .. 11. Tota(Head requirement is the sum of the Elevation Difference (Line 3),the Distribution Head Loss(Line 4),Additional Head Loss(Line 5), and either Supply Friction Loss(Line 9), or Friction Loss from the Suppty Pipe and Pipe Fittings for collection systems(Line 10.C) NOTE:Supply Friction Loss(Line 8)need ONLY be used if NOT a collection system. NOTE:Friction Loss from the Supply Pipe and Pipe Fittings(Line 9.C)need ONLY be used if system is a collection system. 10.0 ft + 5.0 ft + 0.0 ft + 1.7 ft = 16.7 ft 3. PUMP SELECTION A pump must be selected to deliver at least 36 GPM(Line 1 or Line 2)with at least �] feet of total head. Comments: Pump type I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. (Designer) (Signature) (License ti) (Date) OSTP Pump Tank Sizing, Dosing and Float Minnesota Poliut[on and Timer Setting Desi�n Worksheet UNIVERSITY Control Agency OF MINNESOTA .,; DETERMINE AREA AND/OR GALLONS PER INCH 1. A. Rectangle area=Length(L)X Width(W) Width �ft X � ft = �ftZ B. Circte area=3.14r�(3.14 X radius X radius) Length 3.14 X �2 ft - �ftZ H C. Tank modet and manufacturer(optional): Radiu D. Get area from manufacturer �ftZ E. Get gallons per inch from manufacturer 28.0 Gallons per inch 2. Calculate Gollons Per Inch: There are 7.48 gallons per cubic foot. Therefore, multiply the area from 1.A, 1.B,or 1.0 by 7.48 to determine the gallons per foot the tank holds. Then divide that number by 12 to calculate the gallons per inch. (Area X 7.48 gallons/ft;)/(12 in/ft)_ � ft2 X 7.48 gal/ft' � 12 in/ft = 28,0 Gallons per inch TANK CAPACITY 3. Enter the Pump Tank Capacity(minimum provided in the table below): 1000 Gallons 4. Calculate Total Tank Volume A. Depth from bottom of inlet pipe to tank bottom: 36 in B. Total Tank Volume =Depth from bottom of in(et pipe (Line 4.A)X Gallons/Inch (Line 2) 36 in X 28.0 Gallons Per Inch = 1008.0 Gallons 5• Calculate Volume to Cover Pump (The intet of the pump must be at least 4-inches from the bottom of the pump tank Ft 2 inches of water covering the pump is recommended) (Pump and block height+2 inches)X Gallons Per Inch (1D or 2) ( 12 in + 2 inches) X 28.0 Gallons Per Inch = 392 Gallons DOSING VOLUME 6. Minimum Pumpout Volume -5 X Volume of Distribution Piping: 154.3 Gallons -Line f7 of the Pressure Distribution or Line 11 of Non-level 7. Calculate Maximum Pumpout Volume (25%of Design Flow) Design Flow: 750 GPD X 0.25 = 187.5 Gatlons 8. Select a pumpout volume that meets both items above (Line 6&7): 160 Gallons 9. Calculate Doses Per Day=Design Flow=Dosing Volume 750 gpd = 160 gdl = 4.7 Doses 10. Calculate Drainback: A. Diometer of Suppty Pipe= �inches B. Length of Supply Pipe= 40 feet C. Volume aj Liquid Per Lineal Foot of Pipe = 0.170 Gallons/ft D. Drainback =Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe 40 ft X 0.170 gal/ft = 6.8 Gallons 11. Total Dosing Volume =Dosing Volume (Line 8)plus Drainback (Line 10.D) 160 gal + 6.8 gal= 166.8 Galtons 12. Minimum Alarm Volume=Depth of alarm(2 or 3 inches)X gallons per inch of tank(Line 1 or Z) �in X �gal/in = �Gallons , • Web Soil Survey Page 1 of 1 i�.. . . . , . . _ .�.•=_ :c-:,;. r ,,,,. '�� c l��i��w i�1� �� Contact Us Download Soils Da[a Archived Soil Surveys Soil Survey Status Glossary Pre(erences Logout Help n q /� Area of Interest(AOI) Soil Map Soil Data Explorer Shopping Cart(Free) Printable Versionl Add to Shopping Car[I d Search U Soil Map 'J Map Unit Legend U �� 5cale (not to scaie) - �p ,� O � ,. . .; , . , . . � � ' ' - Hennepin County,Minnesota(MN053) Q �'" #� � +�;�� i ' "� v e .1rw.�.. _ ,-i . ��.��r�by''�`'��'�r•��, � Map Unit Map Unit Name Acres in Percent of "`� r,%' � . . , ... . Symbol AOI AOI � Yw� ; '� � �o ♦ L35A Lerdal loam, 1 to 3 1.5 23% i ��'� i , t s� �}��ti" �� .y� -' percent slopes , � �� •,��r,,�y,S�'� ,�M{ `��{��i.. r � .�, � i L36A Hamel,overwash- 9.0 13.7% � y�� ;�C x � `��k� �a� -r Hamel rnmplex,1 to 4 �,a� `f �,r* �,.# ' .� ��:. 1� r� � �d,�. percent slopes <� w�- �t7�� i�«� L406 Angus-Kilkenny 143 21J% \' , `e ab'. �"�� " � k �`� ��+, complex,2 to 6 � '�'* `�f�� tit•; percent slopes t � , ' '� �'� �''; . y",� . • Y L41C2 LesterKilkenny 4.8 73% �_ ��w - � ��+�� t ; _ complex,6 to 12 � � �� '�2 � ��d�� . percent slopes,eroded ��- r�'� .,T_ �11�1� _ �+` t t�. ° ��,,��,` .,".v i L41D2 LesterKilkenny 83 12J% �`�' ' _ �� .�� „�,�� - complex,12 to 18 �, "�.+.'� percent slopes,eroded � �� i� �'�� L41E Lester-Kilkenny 10.4 15.8% � complex,18 to 25 r Warning:Soil Map may not be valid at this scale. J percent slopes � LSOA Houghton and Muskego 17.4 26.5% You have zoomed in beyond the scale at which the soil map for this area is intended to be used.Mapping of soils is done at a particular scale.The soil soils,depressional,0 to surveys[hat comprise your AOI were mapped at 1:12,000.The design of map 1 percent slopes units and the level of detail shown in the resulting soil map are dependent on that map scale. 7otals for area of Interest 65.6 100.0% Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accurecy of soil line placement.The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. FOIA ( Accessibility Statement I Privacy Policy I Non-Discrimination Statement � Information Quality � USA.gov I White House http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx 6/25/2010 .-� � , � � �' ti-.�i V 1 1 J •�� ;��''N�3 ' . Bohn Well Driliing N`j � �� Gary M. 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Client/Address: Legal DescripNon/GPS: Date: i I S �� ;�,�. �i� , o�� - zs�=�� 5oil Parent Material(s): il Outwash Lacustrine Alluvium Loess Organic Matter Bedrock (circle all that apply) Landscape Position: Summit ShoWder ackJSide Slo Foot Slope . Toe Slope Slope Shape: . (circle one). Vegetation: Soil Survey Map Unit(s): Slope(%): Weather conditions/Time of Day: Elevallon: Saturated Soil Depth(i�q) Texture Matrix Mottle Redox Indicator(s) I--------------Structure-------------I Color(s) Color(s) Kind(s) see back) Sha e Grade Coasistence �"j Coarse � ranu Weak Loose `�/ f fl� �-�' �� P � Concentrations aty o e na e �► y B�o�� ;,„� fry t� Depletions pr;smatic �O°g '""' I 7 Gleyed Single Grain �ose Extremely Firm Macsive Rigid .� � t► " ranu Weak Loose �� f OG'� /'O�,r 1��. �� oncentr wns sio�ky o era e fi� .� " �O�'�' ep etions Prismacic Strong Firm ,f� '��yd r Gleyed SingleGrain Loose Extreme(y Firm Massive Rigid � �-� Granular Weak Loose ,j� G/�y /��r � _ Concentrations P�� Moderate Friable / � '' Depletions pnsmatic �on /��^ • � t � Gleyed Single Grain '-'"�" �mely Firm . Massive �g�d Granuiar Weak Loose Concentrations p�aty Moderate Friable a�a�,y Depletions ��t�� Strong Firm Gleyed Single Grain Loose Extremely Firm Massive �S�d Granutar Weak Loose Concentrations P1a�' Moderate Friable Depletions P�� Strong Fum Gleyed 5ingte Grain Loose Extremely Ficm Massive Rigid Granular Weak Loose Concentrations P�en' Moderate Friable Depletions P�s�� Strong Firm Gleyed Single Grain Loose Extremely Firm Massive Rigid Comments/Certitied Statement: I hereby certiFy that I have completed this work in accordance with all appikable ordihances,rules and laws. �UNIVERSITY Onsite Sewage Treatment Program Soil Boring Log � ' ' � OF MINNESOTA ,!�'� . Client!Address: Legal Description/GPS: Date: t 1 � 1....�.,�� l.�i�n�e �..�,cQ Soil Parent Material(s): ill Outwa Lacustrine Alluvium Loess Organic Matter Bedrock (circle all that apply Landscape Position: Summit Shoulder Back/Side Slo Foot Slope . Toe Slope Slope Shape: . (circle one). : Vegetation: Soil Survey Map Unit(s): Slope(%a): rr U/v Weather condi6ons/Time of Day: Elevation• Saturated Soil Depth(in) Texture Matrix Mottle Redox Indicator(s) I--------------Structure-------------I Color(s) Color(s) Kind(s) (see back) Sha e Grade Coasistence Coazse u Weak Loose D , `� l�� Concentrations B�� o era na � Depletions erismac�c trO°g '�' � Gleyed Single Grain �ose Extremely Fitm Massive Rigid Granulaz Weak Loose 2� ��G� �� S! �/!,/ Concentrations P�ety e e Friable • ` � Depletions B�Ot� �ng �J � Gleyed Si gle Grain �� mely Finn ,, Massive �S�d Granular Weak Loose Concentrations p�a�' Moderate Friable . Depletions �� Strong Firm Gleyed Single Grain Loose Extremely Firm Massive �g�d Granular Weak Loose Concentrations P�an' Moderate Friable Depletions . aiOC�'y Strong Pirm Prismatic Loose Exlremel Finn Gleyed Single Grain y Massive �S�d Granular Weak Loose Concentrations piaty Moderate Friable Depletions B�OC� Strong F'um Pris�tic �� Extremel Firm Gleyed Single Grain y Massive �8►d Granular Weak Loose Concentrations P�a�' Moderate Friable Depletions B�OC� Strong Firm PrisEnatic [,�se Extremel Firm Gleyed Single Grain 3' Massive Rigid Comments/Certified Statement: 1 hereby certlfy that I have completed thls work in acmrdance with all applicable ordlnances,rules and laws. �UNIVERSITY Onsite Sewage Treatment Program Soil Boring Log � OF MINNESOTA �.� . Client/Address: Legal Description/GPS: Date: / � � � (--t�C.Q.. �l�'lQ., �� lo" � � /(� Soil Parent Material(s): il Outwash Lacustrine Alluvium Loess Organic Matter Bedrock (circle all that apply � Landscape Position: Summit ShoWder ack/Side Sio Foot Slope . Toe Slope Slope Shape: . (circle one). Vegetation: Soil Suiwey Map Unit(s): Slope(%): ,�, �� Weather conditions/Time of Day: Elevation• Saturated Soil Depth(iq) Texture Matrix Mottle Redox Indicator(s) I--------------Structure-------------I Color(s). Color(s) Kind(s) (see back) Sha e Grade Consistence Coazse _ u � Weak Loose � �� (�� Concentrations P� Moderate na � �� 1�7�vi, � Depletions �� Sf n Firm Gleyed Single Grain ose Extremely Fitm Massive Rigid _r_an�u � Weak Loose � �b�y-L,� /dyr � �y�� Concentration 7 f y,�,, p a�-ry Moderate ria . Depletions B�OC tron /3 Prismatic � Extremel Fimi Gleyed � Single Grain y Massive Rigid Granutar Weak Loose Concentrations p�an' Moderate Friable . Depletions ��1C Strong Fnm Gleyed Single Grain �se E�ctremely Firm Massive �B�d Granular Weak Loose ConcentratiOns p�a�' Moderate Friable ai«�,y Depletions ��v� Strong F'vm G1Cyed Single Grain �se Exlremely Fi[m Massive Rigid Granular Weak Loose . Concentrations p�a�' Moderate Friable Depletions pr��a� Strong Fum G�eY� Single Grain Loose Extremely Ficm Massive Rigid Granular Weak Loose Concentrations P�ary Moderate Friable Depletions B�OC�`�' Strong Fum Prismatic �ose Extremel Firm Gleyed Single Grain y Massive Rigid Comments/Certified Statement: 1 hereby certify that 1 have completed thh work fn accorclance wkh all appitwble ordinances,rules end laws. � -UNIVERSITY Onsite Sewage Treatment Program Soil Boring Log % � - , ' � OF MINNESOTA Client/Address: Legal Description/GPS: Date• � � S �--LL-� ��LSL.- ��LA� Cc 2 �— �D Soil Parent Material(s): Till Outwash Lacustrine Alluvium Loess Organic Matter Bedrock (circle all that apply) ' Landscape Position: Summit Shoulder ack/Side Sto Foot Slope . Toe Slope Slope Shape: . (circle one) Vegetation: Soil Survey Map Unit(s): Stope(%): r� �r � Weather conditions/Time of Day: Elevation• Saturated Soil Depth(iA) Texture Matrix Mottle Redox Indicator(s) I--------------Structure-------------I Color(s) Color(s) Kind(s) (see back) Sha e Grade Consistence itry Coarse �?� ular We Loose �1 % l!�[�� ''" `� -- � Concentrations a oder na �� io ��(�/� 3� Depletions stocky Strong Fum Prismatic �ose Extremel Firm Gleyed Single Grain y Massive Rigid u az Weak Loose � 2 7 � �b`f l��P �7 Concentrations eh' erat a e • � � Depletions B�OC�`}' Strong Finn Prismatic L�� Extremel Fim► Gleyed Single Grain y Massive Rigid �J �'`� � .. Granular Weak Loose J� � ��'/^ C // oncentrations P�an' Moderate Friable �� / ��/' � Dep e�ons s�°c�`y n �'u'm � OG'4y�, � �^ GI ed Prismatic �!yr �� Massiv�ain Se �mely Firm � �� / i� Granular Weak Loose � / /(J �,► �� 'Concentrations' p�aty o e Friabie ' r� �. /(� � Depleti ns Bloc�.y Strong � Prismatic �se Extremel Firm �� (�f9.�Z�+ G�eY� Single Grain Ri id y Massive 8 Granular Weak Loose Concentrations Plan' Moderate Friable Depletions P��h� Strong F'vm G�eY� Single Grain LO°� Extremely F'um Massive �S�d Granulaz Weak I,00se Concentrations P�en' Moderate Friable Depletions P��t�� Strong Firm Gleyed SingleGrain I'°°se Exh�emely Firm Massive Rigid Comments/Certitied Statement: I hereby certHy that I have completed this work in accordance with all applicable ordinances,rules and laws. � �UNIVERSITY Onsite Sewage Treatment Program Soil Boring Log T - � ' OF MINNESOTA �7 . Client/Address: Legal Description/GPS: Date: ��f/� Soil Parent Material(s): Till Outwash Lacustrine Alluvium Loess Organic Matter Bedrock (circle all that apply) Landscape Position: Summit Shoulder ack/Side Slop� Foot Slope . Toe Slope Slope Shape: .� (circle one). Vegetation: g�;a s� Soil Survey Map Unit(s): Slope(%): / /� � Weather conditions/Time of Day: Elevation: Saturated Soil Depth(in�) Texture Matrix Mottle Redox Indicator(s) I--------------Structure--------------I � Color(s Color(s) Kind(s) see back) Sha e Grade Consistence vC�°,a� Weak Loose �� Concentrations B�� odera �1 � Depletions Strong Fum Prismatic �ose Extremel Firm Gleyed Single Grain y Massive Rigid { / �� Granular Weak Loose � G ��y �v y r �f j�, � � .nncr.ntratinn� P�e� Moderate Friable / /,� � Depletions prismatic _� ,� �� /� ,(',o/� ��/z Gleyed Single Grain Loose Extremely Fim� Rigid Granular Weak Loose Concentrations P�a�' Moderate Friable , Depletions Pn�� Strong Fitm G�ey� Singie Grain �se E�ctremely Firm Massive �g�d �� Weak Loose Concentrations p�aty Moderate Friable Depletions B�0°�y Strong Firm Y S�"e u�� Loose Extremely Firm Gle ed � Massive Rigid - Granutar Weak Loose . Concentrations p�ah' Moderate Friable Depletions p�is�� Strong F'um G�eY� Single Grain Loose Extremely Fiim Massive Rigid Granular Weak Loose Concentrations P�a�' Moderate Friable Depletions B�OC� Strong Fum Y Sin�tiGrain �se Exhemely Firm Gle ed � Massive Rigid Comments/Certified StatementS I hereby cenffy that I have completed this work in accordance with all applicaWe ordinances,ruks and laws. � ` DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.o?o!D - 0�3 5�Z COMPLETED ADDRESS 1 I � 'Q � • �e OWNER TELEPHONE NO. CONTRACTOR r � 1'� N t�J.P i t ['��. �/ ��'t j >; DESCRIPTION �-; . + J � � '� I� 1��/ U'v � Ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ �] DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � /' a �CSi �_S ��Q, �i C'��o/V (�� '�11n�.�-in �` �Ac'7`vr 01U C� o - a � . � � / �-�- �r � ; - W � fi Q � � ��U i C�� S�-� C� v.�c��2� z W ��u/l � a � GW ❑'WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CARRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTIOtJ REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (J52� 249-460� OwnerlContractor on site: Inspector. �,� � � White Copyllnspecto�'s File Canary Copy/Site Notice `✓l/� DAT TIME \ � CITY OF ORONO CALLED IN l�� 1/ INSPECTION NOTICE�f� SCHEDULED �a-/y�!O �� PERMIT NO. 4ZD/D�'�/VS70Z COMPLETED ADDRESS ��S LLGC'.G LGn-G �l�9 t� OWNER TELEPHONE NO/D l Z" [ �� '�S�S� CONTRACTOR �D� 4IGf S�WI. � DESCRIPTION � � � ❑ FOOTING PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL p MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W ��4.��dc K �� a o �� v P � x�v.. Ccz.x� i� K s �-o� � . � . o �Q � W � Q • z � � -�"lq i 1 P.f -�"�_I� �C� v � ol P W � C [�,c � � 1�-C_` � � WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on ite: r inspector. White Copylinspecto�'s File Canary CopylSite Notice