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Home My WebLink About2009-00032 - septic CITY OF ORONO PERMIT NO.: 2009-00032 2750 KELLEY PARKWAY ORONO, MN 55356- �ATE issuEn: OU30/2009 , 952 249-4600 FAX: 952 249-4616 ATrTJRESS : 360 BIG ISLAND PIN : 23-117-23-32-0060 LEGAL DESC : MORSE ISLAND PARK 2ND ADDN : LOT 002 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCT[ON TYPE : NEW ACTIVITY : MOUND SYSTEM - SEPT[C NOTE: SEASONAL USE ONLY *** A RETAINING WALL MUST BE CONSTRUCTION,LINE BACK OF RETAINING WALL WITH 6 MIL PO 14 TRENCHED 6" INTO GROUND APPLICANT SEPTIC NEW 100.00 SONS EXCAVATING & SEPTIC STATE SURCHARGE SEPTIC 0.50 30423 STATE HIGHWAY 25 TOTAL 100.50 (952)873-4647 Minnesota State License#: L2606 OWNER EGAN, THOMAS&CHERYL 1408 HOLDR[DGE CIRCLE WAYZATA, MN 55391 AGREEMENT AND SWORIv STATEMENT The work for which this permit is issucd shall bc perfonned according to the approved plans and specifications,applicable City approvals,and thc 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. Ail provisions of laws and ordinances governing this type of work shall be compied with whether or not specitied herein.This permit will expire and become null and void if construction authorized is not commenced within I 80 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 responsiblc for assuring all required inspections are requested in conformance with the State Building Code.This permit may be � �� revoked at any time for due cause. —J� ,lX� / l �D / p� � � `-�� '1 V �� / / Applicant Per ' ee Signature Date Issued By Si nature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. ,�� City of Orono FOR CITY USE ONLY P.O.Box 66 p ��.�,, � 2750 Kelley Parkway Date Received: ��`�J Permit#��9—O� �2—• `l>�t r� .��-,. � Crystal Bay, MN 55323 JrD �� 'U'�:' , A,�t�wy�•$o (952)249-4600 Amount: $ /OD ��HpB 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: `��;;��q �""� �� Site Address: 'j i� �„% �j. C� T � l � � � Owner: � I G��'t jy" L- f1 A�� Mailing Address /�(t`'S i-�� (�?�(��' ��'�4 c�ty: �.� �� 2 i� _� ,�- zip: �� S 3 �� r Home Phone:_ (s� � � - �� "3:�S c� Alternate Phone: Contractor/ Applicant Information:� Contractor/App.: �.�c��N'`� F�� ( C',� �s'-d,'- ��,.��G Contact Person: L ��' �'' �4> ti' S Address: 3� �{ ,�`3 ;;h-}� � � ,�_S State License #: l.. ,�(c�f� �� City: � .- �c�a c.�-.� r�ti�Zip: ��,C;�f`i Expiration Date: (t-� --�� 1 Phone: �f� .� - �7 3 ' �(� �f`� Alternate Phone: � � � TYPES OF OCCUPANCY �� .,�� ,; �`� ��d�' i � Residential ❑ Commercial ❑ Other � � �`��'PERMIT'TYPE AND�FEE�S �� ,,,� ��r��,��,�� ';,�,' �� New or Replacement System $100.00 %C=' f' �' �% Repair Existing System 50.00 (Tanks or Drainfield) State Surcharge .50 .50 Total � '' + � C% Cl - � G V:\(Permits)\Septic System Permit Application.doc 1 /2 ** ATTENTION APPLICANT ** Fil! in all a ro riate blanks and check all appropriate boxes. I will be installing the following: " Tanks ❑ Precast Concrete ❑ Fiberglass � Plastic ❑ Other (list manufacturer) � Number of Tanks: � Size of Tanks: /DUc7 /�>UU J D(�O Treatment System Trenches s.f. ✓ Mound 3 � C� s.f. Gravel less s.f. Chamber s.f. Final Cover/ Top Soil to be borrowed from site (show location on site plan) �trucked in 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 appfication are complete, true and correct. �' Signature of Applicant Date: /- 3� -09 MPCA License No.: ;� � ( (� Staff Review: Accept ❑ Denied '> < Reviewer: _ /�-'i.�� '� Date: / �� fO � Reason for Denial: Comments (to be printed on inspection card): � �P +A � � i �� C� A� � M.� �� .�P ��n S-t��1�' �-� c1 � l� s�t � f�j f1 �l� G� ��A� � '� (.,�% o� � 1 � , �-t l• (G, /1�,� � �C:� !�-1 %�C�,� C`�,c�� r �-��.c� �/'O U^� � V:\(Permits)\Septic System Permit Application.doc � 2 � 2 ' ��'�vt-,i f 2�'�-oUo3� � f � ?� - 2 �>v� rSeptic S stem Design�� y �� September 18, 2006 �� i �,/ � Tom Egan ' '1408 Holdridge Circle � Wyzata, MN 55391 � � 612-363-335� � ORONO COPY �{a/, �,��5�U,,,�.� ORONO C4�` (i V � �� -1 �c> � a � v �C� a I� � y ORONO COPY � / �� - � � `��' �, —-- � i ' � t �� ; �, � � �.7�el I-r�4:.r. �"".�. ' ��.� ��.+� ��f-. ��- 'i._:f C ._•S '. , _ s ``=�� f�i:.�f i -_� l -�._� '"'..:��.i� ?� 1-�, .`�3 tt:�,.j"�i ,�•.�c� . j � � t... y�i,_��t . #:�� " } ? .. .�i:::3 ��`�" .. . - 'si�-�"��_' f7''�_'�i = � `3 �.�1�`''�-ii�+:.`.7 Jim S�ieker 'f422� hsh Gircla NE � Prior !ake �:��P�� 553�2 CITY OF ORONO ��?.44r.856� ' SEP'TIC P��L�� VI � — --� INSPECTOR_ � DATE � '�+.,�`4Q PERMIT NO.,_.,,.r.,,�_ C� APPROYED AS SUBMITTED �I�I�S SYSTEM IS vw�v��[Y rv� � APPROVED W[TH CORRECTTONS AS NOTED t I�rae �N�uec� N�T APPROVEA-CORRECI'&RESUBMIT ��r BEDROOAtS. ��vn�ewE�r�umpG1� These comments are fm your informstioa Alt work sbali be dow � ��'��'�`� M tWl compliance with al!rpplicable septio and zoning cude. Aequirements including items not specitically noted ip thic rCriew. .��/J � 1C6EP THIS PLAN SBT Old SITfi AT ALL TIMFS l. � ) > • Lo�s of Soil Borin�e • r Location or Pro ject .� !�1 fj /� Sorings made� by �c � Date ��!��O�, Classification System: AASFiO � ; USDA-SCS ; Unified ; other � Auger used (check two) : Fiand ✓, or Power ; Flight , or Bucket ✓ ; other Depth, Boring number / � � Depth, Boring number %3 �8 � Surface elevation in Surface elevation feet feet 0 � �-o�-ru ��'�P� �,o�.�w 10�,�' z� 1 `_" �2 C:,ow'sz 1°5'��`lZ 1 — � 14�<Q.�, �oc��,. tQ�i��`l3 L COl�Q� ^� !��c.� !O Y� fL� 2 —..r3 ��y�Y L.a��`� l ��'�' �`l� 2 _ L ak.� �o Y,�`fl�, 3 —r� ��.,,,dG L-m�� l��s� 3/�, — �Q,�, L oa-��., !�4',�`fly� i p�� ', Z 3 �Y $ 4 — ... 4 — � 5 — ! 5 — 6 -- 6 — � "7 --- 7 — S — 8 — i End of boring at �• % feet. End of boring at oZ.. g feet f Standing Water table: � Standin�z Water table: Rresent at � feeC af depth, � Present at feet of depth� � hours after boring. ' houra after boring.� Not present in boring hole ✓ . Not present in borinR hole ✓ Mottled soil: Mottled soil: Observed at ��,� feet of depth. Observed at �2� j feet of depth. Not present ia boring hole . Not present in borin� hole Obs�rvations and comments: Observations and comments: . � LoRa of Soil BorinRs .m. � Location or Project __ �,�r.cr�2 , ��D /� •�, �1�� Borings made• by �� t � Date �!! � �p � Classi£ication System: AASHO � ; USDA-SCS ; Unified ; other Auger used (check two) : Aand ✓ or Power ; Flight , or Bucket f other Depth, Boring number � Depth, Boring number � Surface elevatioA i� Surface elevation feet feet 0 p - Low��, � af',2 �i � 1 — L_.aa-`� t o C'�' �lt� 1 — �',l�� Cor.� �0 4�`�'�/3��- �'� 2 —'� Z _.._ 3 —' 3 — • , [� � ... 4 _ � 5 — , 5 — 6 — 6 — • '7 — 7 — 8 — 8 -- � End of �oring at l. 9 feet. End of boring at feet} Standing water table: . � Standin� water table: Rresent at � feet of dep`th, Present aE feet of depthy � hours after boring. � hours after borinR.� Not present ia boring hole "� Not present iri boring hole Mottled soil: Mottled soil: Observed at �, �: feet of depth. Observed at feet of depth. Hot preaent in boring hole Not present in boring hole Obs�rvations and comments: Observations and commenCs: B-39 , PERCOLATION TEST DATA SHEET Test hole location � �� -L� le�� Hole number ��p _ Date test hole was prepared ��l� l0 6 � , Depth of hole bottom, 1.2o.inches. Diameter of hole, inches. Soil data from test hole: Depth, inches Soil texture — b � L� _ � Method of scratchinr� .sidewall _S"�!�^� '��r Depth of pea-sized gravel in bottom of hole, � � inches. Date and hour of initial water filling �/ l!r �, n .k. Depth of initial water filling, � � inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours 5�� n 4� Percolation test readings made by ' / 1�- Ir on �`� 7 starting at C � ' Maximum water de th above hole bottom (date) ,m, • p during test, _ �� inches. Time Time Interval, Measurement, Drop in water ra�eolation Remarks Minutes inches level, inches minutes er P inch �I `�� 11 �!' , !. z tr,� 5 � � � . ' ` 0 �' � . , � 2 . .� L �� eA 1�� .� �.2� !, L � � i Percolation rate = `� minutes per inch. • B-39 , PERCOLATION TEST DATA SHEET Test hole location �(cy0 /�� ,�� o Nd Hole number Ja/ 7 _ Date test hole was prepared �1�� /�� , Depth of hole bottom, 1 2.�inches. Diameter of hole, � inches. Soil dafia from test hole: Depth, inches Soil texture - � � �C � a�s� l� �2' � _�. Lo�w .,, Method of scratching .sidewa2l ,�"C„q!^� ��y Depth of pea-sized gravel in bottom of hole, � inches. Date and hour of initial water filling _ �1��, � ��y Depth of initial water filling, � � inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours �� a�� Percolation test readings made by ��, on �l<7 starting at �'[ �� a:m. . Maximum water depth above hole bottom (date) during test, �-l� inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minuCes per inch c 127 �� . `r t �2� �C =`c�dZ l (� c`�� : � tL � ' S� .l �Z., Percolation rate = 02 � minutes per inch. � •��.� P ��„�,-r `` ' � Job# Egan Preoosewrw University of Minnesota Mound Design Worksheet Greater than 1%Siopes A FLOW Estimated (�� y.,�r TrNG�\ 375 �rd(see flgure A-1) or measured � x 1.5(safeiy factor)= 0 �d B. SEPTIC TANK LIQUID VOLUMES Septic tank capacity 2000 gallons(see figu�e Gi) Number of tankslcompartrnents 2 Effluent Filter (yes/no) no C-1 Septic Tank Capacity in Gallons Number of Minimun C�acity with Capacity with Bectooms Capacity G�b.Disp. Disp.and Lift 2 or less ,_750 1125 f=`. 9500 : 3 or 4 t Ofl0 ' ' t5pp 2000 5 or 6 1� 2250 3000 7,8 a�9 '-�000 ` 300Q d�00 C. SOILS(Site evaluation dafa) 1. Depth to restricqng layer= 1.2 feet 2. Depth of percola6on tests= 12 inches 3. Texture �� 4. Soil loading rate(see Figure D-33) 0.60 �d1 ft� Percolation rate 22 MPI 5. %Land Slope 21.0 % D. ROCK LAYER DIMENSIONS 1. Multiply average design flow(A)by 0.83 to obtain required area of rock tayer.Item A x 0.83= 375 �d x 0.83 f1�/c�d= 320 ft2 2. Determine rock layer width =0.83 fY`lgpd x Linear Loading Rate(LLR)(see LLR chart) 0.83 ft�/c,�d x = 8.0 ft LLR Chart Perk Rate LLR <120 MPI <-12 >=120 MPI <_6 3. Lengfh of roctc layer=area divided by width= 320.0 ft� I 8.0 feet= 40.0 ft E. ROCK VOLUME t. Multiply rack area by rock depth to get cubic feet of rocic 320.0 X 1_0 ft= 320.0 ft3 2. Divide ft3 by 27 ft3/yd3 to get cubic yards 320_0 ft3 / 27 = 11.9 yd3 3. Multiply cubic yards by 1.4 to get weight of rock in tons; 11.9 yd3 X 1.4 tordyd3 = 16.6 tons Page 1 of 6 �� F. ABSORPTION WIDTH Absorption ratio: 2 1. Absaption width equals absorption ratio times rock layer widt� 2.00 x 8.0 ft = 16.0 ft G. MOUND SLOPE WIDTH 8�LENGTH(Greater than 1%) 1. Downslope absaption width=absorption width minus rock layer width 16.0 feet - 8.0 feet= 8.0 ft 2. Calculate mound s¢e UPSLOPE a.Depth of clean sand at upslope edge of rock layer=3 feet minus d�siance to restricting layer(C1} 3.0 ft - 12 ft= 1.8 ft b.Mound height at the upslope edge of rock layer=depth of dean sand for separation(G2a) at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot) 1.8 ft+1ft+� ({= 3.8 ft c.Upslope bertn multip{i�based on land slope(see Bgure D�34) Sefected berm multipGer: �2.13 '�:l SCo�� - d.Upslope width=berm multiplier(GLc)times upslope mound height(G2b}: 2.13 x 3_8 ft = 8.1 ft DOWNSLOPE e.Drop in eleva6on=rock layer width(D2)times percer�t landslope(C�I 100 8.0 ft x 21.0 % t100= 1.7 ft f.Downslope mound height=depth of clean sand for slope difference(G2ej at downslope rock edge plus the mound height at the upslope edge of rock layer(2b) 1.7 ft + 3.8 ft= 5.5 ft g.Downslope berm multiplier based on percent land slope(see Figure D-34) Selected berm multiplier: 7_93 �; � S�o� �- h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2fl 7.93 x 5.5 = 43.5 ft i.Select greater of G1 and G2h as the doHmsfope v�dth q3.5 ft j.Total mound width is U►e sum of upslope(G2d�width plus rock tayer width(D2)plus dovmslope widfh(G2) 8.1 ft+ 8.0 it+ 43_5 ft= 59.6 ft k.Total mound length is fhe sum of upslope width(G2d)plus rock layer length(D3)plus upslc3pe width(G2� 8.1 ft + 40.0 ft+ 8.4 ft= 56.2 ft Fin�Qinm�eensions (slope>1°k) 59.6 ft x 56.2 ft I hereby certify that all vraic has been completed in accordance with all applicable ordinances,rules&laws. {signature) �� {license#� �l�l�' (date) Page2of6 � , �.��r►. H. SAND VOLUME 1. Upslope Volume+ Volume u�der rockbed+Downsiope Volume a.Upslope Volwne:(depth of clean sand+1)x(upsiope berm) x(mound length)12=ft3 2.8 ft x 8.1 ft x 56.2 ft /2 = 637_3 ft3 b.Volume under rockbed: (average depth of sand urxier rock)x(rockbed width}x(mound length)=ft� 2.6 ft x 8.0 it x 562 ft = 1186.9 ft3 c.Dowmslope Volume: (depth of clean sand+1)x{downslope bertn)x(mound length)12=ft3 4_5 ft x 43.5 ft x 56.2 ft / 2 = 5476.1 ff3 Total cubic feet = 7300.4 ft3 2. Divide ft3 by 27 ft3tyd3 to get c�ic yards 7300.4 127 = 270.4 yds3 3. Multipty cubic yards by 1.4 to gef weight of sand in tons 270.4 yds3 x 1.4 378.5 tons 4 Add 10%for Constructabilit}r 378.5 tons x 1.1 = 416.4 tons A-1 Estimated Sewage Flows in GPD No.of Bc�ms Class I Class II Class iil Class IV 2 304 225 '.-:180 60°k of 3 450 300 218 the 4 600 375 256 vafues 5 750 -` 450 294 in the 6 9Q0 - 525 332 Class I, 7 1050 " 600 :370 11 or II 8 #20t1 675 408 columns D-33 Absor ion Width Sizin Table Perc Rate Sal Texture Loading Rate Abscxption mP� gpolsq ft Ratio Coarse sand <5 Loamy sand 120 1.00 Med.,Fine sand 6-15 San loam 0.79 1.50 16-30 Loam O.Sa 2.00 31-45 Siltloam,Silt : 0.5a - 2.40 46-60 Clay loam,Silty -t1_45 2.67 or San CI Lo�n 61-120 Silty or Sandy ClayorClay _�U2d ' _. >�' 5 >120` *Must be other� amance. Page3of6 N�� 1.5"inspection pipe 18"at peak-top 6"topsoil 0 0 0 "cover-top 6"topsoii 1.8 Original grade Restrictive layer 1.2 � 8.1 8.0 43.5 �� w �'� -.; ;� 51_5 � i absorption width � —��-, ��, � (�i�-� �7�' � � ' �l 1 � Mound Detail: Land slope> 1% � � � ��i��j 8.1 Upslope berm: Rocicbed Width: 8.0 Total Length: 40A Width: 59.6 Downslope berm: Downslope absorption width: 43.5 8.0 � Total length: 56.2 Notes: Divert surface water avsray from mound. Page 5 of 6 r- . �p �� University of Minnesota Pressure Distribution System Design - 10/25l04 All boxed rectangles must be entered,the rest wil!be cakulated. oRas�re � 8eww�e ��'� •- 1. Se�ect number of perforated Iaterais 03 T�RT+�++�►+* Prtoa�tww `y�r 2. Select pertoration spaci�g= � 3�ft ��..<<�,..;. -- .., .. . . . . 3. Since perforations shoutd not be placed doser that 1 foot to - -_ �_. .- the edge of the rock layer(see d"ragram),subtract 2 feet from i �� W x rr.w,k- the rock layer len h ! " ' 40 -2 ft= 38 ft r��,.�.�4`.5�5•'"" 4. Determine the number of spaces between perforations. Divide the length(3)by pertoration spacing(2)and round down to nearest whole number. Pertoration spacing= 38 ft/ 3 R= 12 5. Select pertoration s¢e 1 4 inch 6. Number of perfora6ons is equal to one plus the number of pertoration spaces(4}. "Check figure E-4 fo assure the number of perfora6ons perlaferaf guarantees <10%discharge variation. 12 spaces+1 = 13 perforationsAateral E-4 Maximum Number of 1I4 inch perforations ES Maximum Number of 3116 nch pertorations er lateral to uarantee<10°k discha e variation lateral to uarantee<10%dischar e variation Pertoration Perforation Spacing Pipe Diameter Spacing Pipe Diameter ft 1 inch 1.25 inch 1.5 inch 2.0 inch feet 1 inch 1.25 inch 1.5 inch 2.0 inch 2.5 8 14 18 28 2.5 12 19 25 39 .€��' ;::"" � 3.3 7 12 1& 25 3.3 10 17 23 36 '� � �z�;�"� �-� �~ �s� �': '� +-.:�*' ��.� _�}'��s�' �`�fl"�`.�` ��.: 5.0 6 10 7 4 22 5 � 9 15 20 ^ 31 7. A_Total number of perforations=perforations per tateral(5}times number of laterats(1). 13 perts/lat x 3 laterals= � pertorations B.Calculate the square footage per perforation. Recommended value is 6-10 sqft/pert.Dces not apply to at-grades. 1. Rock bed area=rock width(ft)x rock length(ft) �ft x 40 ft= 320 ft 2. Square foot per pertoration=Rock Bed Area/number of perts(6) 320.0 ft/ � perts = 8.2 ft/pert 8. Determine required flow rate by mufGplying the total number of perforation,s(6A)by flow per perforati�s see figure E-6) � perfs x 0.74 gpm!perfs= 28.9 gpm E�Pertoration Dischar e in GPM Head Pertorations diameter (feet} inches 3/16 7/32 1/4 1 0.42 0.56 O_74 �"2" �.��,�` �� ,.��`� ..:� �.:��=� 5 . 0_94 126 1.6'5 a. Use 1.O foot for single-family homes. � b.Use 20 feet for anything etse � �`°� I i _ _ _ _ - ' ,J�;��..�,-� 9. Detertnine Minimum Pipe Size i '.°'�^�_-_=_===`� � __-=_`==' I A. Manifold on End. If laterals are connected to header pipe ..,,_=="-'��~ ,,<< ,-�,-� � as shown in Figure E-1,to select minimum required Iateral i��*e E-1:Manibltl lx�ecf at Erb of Sy�tam c• __I diameter,e�ter figu�e E-4 or ES with perforation spacing and , number of perforatiorts per lateral.Select minimum diameter for pertorated�aterals= 125 inches B. Center Manifold. If perforated fateral system is attached to ! ��E2M��a�� _-- =- �'-- � i ti�roc�a.uh.snam _^.'" -- I manifold pipe near the center,like Figure E-2,perforated lateral length(3) i _�,�„„y_ ' _ ; and number of pertorations per latetal{�will be approbmately _- - " _ - - __-_ -�= t _ _' !,� ; one half of that in step A. Using these values,select - ; = >.: minimum diameter for pertorated lateral= �inches j • __--- �_ �'�� ! , _:- - �_ �._...._ ; I hereby certify that I have completed this work in accordance with all applipble ordinances,rufes and laws. (signature) �ol (Cicense#) ��1�T)�(date) ` University of Minnesota Pump Selection Procedure - 1QI25/04 All boxed rectangles must be entered,the rest will be calculated. a�,� 1. Determine pump capacity: sE"""sE 'Frs�ar�iErer A Gravity Distribution �`"�R""' �' 1. Minimum required dscharge is 10 gpm 2. Maximum suggested discharge is 45 gpm For other establishments at least 10°,6 greater than the water supply rate,but no faster than the rate at which effluent will flow out of the distribution device. B. Pressure Distribu6on-see pm.ssure design woricsheet soi;treatme�t system � &pant o��charge � Selected Pump Capacity: 28.9 gpm totoi��e t2�,�'J,t'1 Irdef `�`"""� 2�`+.elevetlon 2. Determine Total amic Head D '��T�� = d'ffe`r'"c2 � R � ��e :; �, A. Elevation difference between pump and point of�scharge. :� _. ..--_...... .. 17 feet r`� = ----------------�---------- ------ �:=_ � g. Special head rec�irement?(See Figure-Special Head Requirements) �feet Special Head Requirements Gravity Distribution Oft C. Friction loss in supply pipe Pressure Distribution 5ft 1. Select pipe dameter C2�in 2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1) Read friction loss in feet per 100 feet from Figure E-9 E-9 Friction Loss in Plastic Pipe Friction loss= 1.55 ft!100 ft of pipe per 100 ft nominal 3. Determine total pipe length from pump d�scharge to sal system dschan�e point. Flow Rate pipe diameter Estimate by ad�ing 25 percent to pfpe length for#rict�on loss i�fittings. m 1.5" 2.0" 3" Pipe length times 1.25=equivaient pipe length ' �." " -�,�a ��}#�, �� 105 ft x 1.25= 131.25 feet ` 25 3.73 1 11 0.16 ;�� -��.� �.� .� �� 4. Ca(culate total friction loss by multiplying friction loss(C2) 35 6.96 2.06 0.3 by the equivalent pipe length(C3)and divide by 100. y 3 V�'�` �$�`N��g�� Friction Loss= 1.55 #t/1QOft X 133.25 ft / 100� 2.0 feet � 45 11.07 3.28 �0.48 � .3.46 s��9�.�� D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.7 head requirements(B),and total friction loss(C4). :�,g �(}�� 17 ft + 5 ft + 2.0 ft 65 6.48 0.95 � �44y �� Total Head: 24.0 feet 3. Pump Selection 1.A pump must be selected to deliver at least 28.9 gpm(1A or B� with at least 24.0 feet of total head(2D). I hereby certify that I have completed this worlc in accordance with all applicable ord�nances, rules and laws. � (signature} �p� (license#) �l� �a� (date} � Page 1 of 1 ' DOSING CHAMBER SIZING-10/25104 All boxed rectangles must be entered,fhe rest wi!!be calcuFated. W idth 1. Determine area A. Redangle area=L x W �� ft X �ft = 0 ft� � length �. B Cirde area=3.14 x radius2 3.14 x Zft = QO fi� C. Get area 6om manuFacture it� Radius 2. Cakulate gallons per inch There are 7.5 gallons per cubic foot of volume,therefore muitipiy the area(1 A,B or C) times the conversion fador and divide by 12 inches per foot to calculate gallon per inch. Surface area x 7.5112= 0 tl� x 7.5 1 12inlft = 2p.0 gallon per inch Legal Tank: 500 gallons or 3. Caiculate totallank volume 100°k the dai{y flow A. Depth from bottom of inlet pipe to tank bottom = �;n or Alternating Pumps B. Total tank volume=depth from bottom of inlet pipe to tank bottom(3A)x gaVin(2) = 50 in x 20.0 gaVin = 1000.0 gallons 4. Calculate gallons to cover pump(with 2-3 inches of water covering pump) (Pump and blodc height+2 inches)x gailon per inch ( 19 + 2 in) x 20.0 gaUin = 420.0 gallons 5. Calculate total pumpout volume A. Select pump s¢e for 45 doses per day. Gallon per dose=gpd(see Figure A-1)1 doses per day= 375 gpd 1 �daseslday = 75 gallons A-1 Estimated Sewape Flows in GPD E-20 Vdume of Liquid in Pipe Numberof PipeDiameter Liquidperfoot Bedrooms Class I Class II Class III Class IV inches gallons 2 300 225 180 60°�6 d 1 0.045 3 450 300 218 the 1.25 0.078 4 600 375 256 values 1.5 0.110 5 75D 450 294 in ihe 2 0.170 B 900 525 332 Class I, 2.5 0250 7 1050 600 370 I I or II 3 0.380 S 1200 675 408 columns 4 0.660 B. Calculate drainbadc 1. Determine total pipe length 1 Q5.0 ft � 2. Determine liquid volume of pipe, 0.17 gal/ft(see figure E-20) �� 3. Drainbadcquantity= 105.0 fl(561)'x 0.17 gaUfl(5B2)= 17.9 gal �jy,�,; «_<<:-�=:�s�<<<�«<=<<� _ C. Total pump out volume=dose volume(5A)+drainback(5B3) �-�� `� � � 75 gallons+ 17.9 gailons= 929 ga1 =� €< <_;��g_��:ii�; @ 6. Calculate float separation distance(using total pumpout volume) " Totalpumpoutvolume(5C)/gaUinch(2) «..._._____________ _____ ___�� 92.9 al I 20.0 ��u;f�':r�t; � � �_ g gallin = 4.6 inch €�i ° � - � �_ : �'�iiti�±'- - ,� =''� �v%�:i �E _� t�rc�� 7. Calculate volume for alartn(typicaHy 2-3 inches) ==�� !. C�c�, �,��J` N ,-y.� ,�-. sca�e: ,°=30� e18 m a Elevation _tting� , y�ged Main Floor 102.4' Maple �� Lowest Floor __�;� EnterTank 97.0' ' _-�� B,P�9 Pump 92.0' Man'rfold 109.0' �� aple e,p 1 h�.� � Elm �Ma le , ,:.� . �-�-Mapi . . Ash G' �� ` e ��\a�� Phone� 100.0' � Pump Tank{1000) p Septic Tank(1000) C Septic Tank(1000) � \ . Tank xisting) Designer \ � Jim Spieker 14226 Ash Cirde N.E. �r Prior Lake, MN 55372 �tace�-P�P� �- e tel. 952-445-8569 �oJy MPCA lic.#501 Note: Upslopes are 4:1 Downslopes are 3:1 A retaining wall installed below the absorption area would shorten the downslope. � 1// DAT O TIME y CITY OF ORONO CALLED IN 9 INSPECTION NOTJ,CE ? SCHEDULED � ��•� PERMIT NO. �`� 'DODJ� COMPLETED ADDRESS � � ^ - OWNER CONTR�,D ��/l'l TELEPHONENO. - �� 0- g ry �" � DESCRIPTION � C�� ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILL�NG Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP C� �/' SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP I �\n �PR RESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. � /<� Q,� MPLAINT � ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ��J /)� FOLLOW-UP _ ❑ PLUMBfNG RI ❑ SEPTIC FINAL �v ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL � ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEEf YOU:_YES_NO � COM ENTS: �e'T'.�'� C�-S � �'4-L'! � � , p�?k o� S t cJ S�G f�$ O it1� a � ,�J o 1 v.�.4� �' g r r o� � -^ 0 � �l�o r e r�s�-- ��- �c c e� �v 0 � �� C � �,� �., Ts n.�z�� r��- f� � Q � cS G- ►�,�Ch- l A-r-ct A I � �^-�o�,�� )t�� D�'r9��s3-s l �'c.��}�I �i6.ti �ro...� � LJ�I �.s p i �n �'SS .fc �L�m�d:�,� �'o c �C� �'��: W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � y�CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP OFDER POSTED.CALL INSPECTOR �CITATION ISSUED C INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �.J �f�[�S White Copyllnspector's File Canary Copy/Site Notice