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Home My WebLink About2015-01024 - new septic . CITY OF ORONO * z 0 1 5 - 0 1 0 2 4 * � 2750 KELLEY PARKWAY DATE ISSUED: 08/24/2015 ORONO,MN 55356- 952 249-4600 FAX: (952 249-4616 ADDRESS : 2790 SILVER VIEW DR PIN : 33-118-23-42-0002 LEGAL DESC : MEYER DAIRY ADDN : LOT 001 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM) ACTIVITY : MOUND SYSTEM-SEPTIC NOTE: 3-PRECAST CONCRETE TANKS EACH 13--GALLONS MOUND 43 X 89 ROCKBED 10 X 63 APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 ELMER J. PETERSON COMPANY Payment(s) 5921 DAGUE AVE SE CHECK 19551 400.00 DELANO, MN 55328 (763)972-2420 Minnesota State License#: BUIL-219 OWNER COUGHLIN, PATRICK&CONNIE 2790 SILVER V[EW DR LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit 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 dces not grant permission for additional or related work which requires sepazate 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 a�time for due cause. ]��) ; g � � d ;` .� _� ,¢-�. �`�� ' -- �' � �(� �-�.��._�+S C-, � � �� icant Permitee Signature Date Issued By Signat e Date � Clty of Orono FO C)TY U8E ONLY �o�a P.o.BoX� y�� 2750 Ke11ey Parkway Date Receiv�� I Permit#��!S'b �� Cryslai Bay,MN 55323 (952)249-460� � Amaunt: a a I � �ti� � � � �� `q'rFS H Op'� CITY �F OR�NO - SEPTIC SYSTEM PERMIT APPLICATiON (All permits must be approved by the dn-Site SepUc Manager and/or Building Otfiaal) Job Sife !Owr�er fnformatwn: Site Address: � Owner: � N � Mailing Address: City: � � Zip: Home Phone: Altemate Phone; Contractor/Applicant �nformation: Contractor/App.� Contact Person: � } Cl�G9?/ Address: J� a State License : #�/ � � City: Zip: S�S3d� Expiration Date: Phone: 7�3 ' ��o� ' �?�o�D Aiternate Phane: � � TYPES OF OCCUPANCY � [�Residerrtial ❑ Commercial ❑ Oiher PERMIT TYPE AND FEES New or Replacement System $400.00 �o4,pD Repair Existing System 100.00 (Tanks or Drainfield) Total $ 'f�``'/D, p D 1 /2 l'd L6ZLZL6£9L o�uosaa�ad�aawl� �0£�Ol5LZ6 �nb' r / . **ATTENTtQN APPLiCAN'T'�' ` , . , , -. : �iU in al1 a ro rfate blanks and check aH a � '�te boxes. � 1 will be insta�ling the following: T nks � Precast Concrete ❑ Fiberglass ❑ Pfastic ❑ Other (fist manufacturer) Number of Tanks: � Size of Tanks: /30 G j3 v o l.�oo Treatment System Trenches s.f. ,�_ Mound s,f. �3 � �/ Gravel less s.f. Charnber s.f. �� p ,k'�3 NOTE: The contract�r �s required to provide an As-Built of the system befo�e the final inspection. The undersigned hereby applies to the City of Orono for issuance of a sepfic system instaljation permit, agrees to do all the work in strict accordance with vrdinances of the City and regulatians of the State of Minnesota and certfies that all statements made on this app�ication are complete, true and correct. r .r Signature of Applicant / Date: � /'S MPCA License No.: e�l � � Staff Review: �] Accept ❑ Denied / ' Reviewer: �ate: Reason for Denial: Gomments (to be printed on inspection card): 2/ 2 Z'd L6ZLZL6£9L o�uosaa}ad�aawl3 e0£�06�6 Z6 �nd Aug 1� 2015 05:11 PM HP FaxRusty Olson 7634988290 page 2 �l �t''�� CqPY �R��O Joseph �lson D.B.A. Rusty Olson's--Sail and Percolation Testing Joseph J. Olson--MPCA License �810 ll481 Riverview�Rd. NE, Hanover,MN 55341 (763) 498-8779 q �s -�-�3 RevisedAugust 13, 2015 �,y� Qn d Q� p�'✓ Juiy 20,2015 �e Q a Patrick Coughlin 2790 Sliver View Drive Orono,Hennepin County This on-site sewage treatment system is desi�ed for a type III five bedroom home in accordance with the Minnesota Poilution Control Agency Chapter 7080 type I]I standards, Due to fill soils,existing system and The periodically saturated soils were located at the original soil level. T'he existing fill soi( must be dug out ta a depth of the eacisting system under the proposed systems absorption area. The soils should than be flipped about 8-]0 inches. The lines between the existing trenches must be broken up. All neighboring wells are located greaterthan ]00 feet from proposed treatment area. The existing tanks may be used upon approval of the local inspector.A Darwin precast 200b gallon split tank needs to be installed in reverse.Use the 1250 gallon side for the new lift station.The?50 gatlon side is used as a septic tank ta meet the 2250 gallon septic capacity code If the existing tanks need to be replaccd.Two 1300 gallon tanks need to be installed and a (300 gallon lift station Cleanouts on the laterals will need to be installed. A 1500split gallon pumping chamber will need to be installed to lift the effluent to[he 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.A flow measurement device must be installed.Including but not �imited to a water rneter,event counter,running time clocks or electronically contralled dosing. Nothine other than grav water.(laundry,shawers etcJ Human water aod toilet tissue should be disnosed of into the septic tanks. Garbaee dis�osals are not recommended Additives must not be used: thev mav cause harmful damaQe to vour scptic svstem. It is recomrnended that vou pump the septic tanl:s everv two vears. Sincerely _._ .�,._._._._.�_ CITY 4F ORONO ,""_r"�'"` - SF.ATIC PE IT PL VIEW INSPECT Joseph J.�lson DAT� � / PERMIT NO.Zo�6�/ Z� C7 rr ovr:n ns si;��tITTC:D L:a APPROVI:p 1VITH C'ORRFCTIO�S AS KQTfiD L� NOTAPPkOVF�).(��kkFCT&kFS[:H�9(T THiS SYSTEM IS DESiGNED fOR T��'��commcnts ure ti�r your inlbrm�uion. All work sha(I bc done 5'BEDROOMS. ANY tNCREASE Il�HUM$ER �n r��n«��T:;,r<<,,«,��i,,,u �,,�,,��.��,i�,��<<��,a,�,�,��,s��i�. � krquircmc;�ts inclu�iis�E iteiu,;u�t,�iccificaUy notcd in�his rcview. OF 6EDROOMS INVAUDAIES Tli1S DEStGN. 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DESIGN FIOW AND TANKS A. Desfgn Flow: 750 Galtorn Pe�DaY(GPD) Note: 'The estimated destgn ftow is cauidered o pevk jlow mte inclutiing o s�nJety foctor.Fa forrg term performonce, the cveroge 8. �ptic Tanks: �i1y Jlow Is retommer►ded to be<60�of this value, Minimum Code RequireG Septic Tank Capattty: 2250 Gatlons,in �Tanks or CompaRmeMs Recanm�ded Septic Tank Capacity: 2250 Gatlan,in OTardcs or Compartmer►u Effluent Screen:�� Atarm:� C. Holdirtg T�ks Onf y: Minimum Code Required Capaciry:�Galloru,in �Tanks Designer Recammended Capacity:�Gallons,in �Tanks Type of High level Alarm:� —� D. PUmp Tank i Capacity(Code MiMm�f►j:�Gattau Pump T�►k 2 Capatity(Cade Minim�xn►: �Gatlo�s Pump Tonk 1 Capacity(Designer Rec►: ��Gatlan Pump Tank 2 Capacity(Designer Rec): �Gatta�s Pump 1�36.0 GPM Totat Head 14.8 ft Pump 2��GPM Totat Head C�ft Suppty Pipe Dia. 2.00 in Dose Votume:�gal �Y�Pe�•�in Dose Yot�xne:�gat t. srsr�rvae O Tre►Kn O aed p�a p nc-c�ae O c�r asa�ao� �vre�.e�w�,-� O a�a� O or� O no�r� p on,e► �� •se�ectia,rte�trea sencnr►►ark ElevatiNa�: too.00 ft Benchrt►ark Location: Garage servite door threshotd �M►TYP� Type of Distribution Media: ❑Type� p Typa u �Ty�in p Ty�w ❑Type v O o�,eua a� ❑ae�soe�eo r��a.: 3. SITE EYAIUAI'ION: A. Depth to Limiting Layer:�1n 0.1 ft B. Meawred Land Slope 9G: 4.0 % C. Elewation of Limiting Layer:�— 9�.5 —� D. Soil Te�ciure: Clay Losm � E. La.of Restritive Elevation: F. So4l Hyd.Loadtng Rate: 0.4�Gpp1ft2 G. MiMmurn Required Separation: 36 in 3.0 � H. Perc Rate: 9.0 MPI 1. Code Maximiun Oepth of System: �in Comments: r*rtwve 1.2 feet of compacted soif 4. DESIGN SUMMARY Tr�nch Desf�Summ�r Dispenal Area�ft= Sidewalt Depth�in Trench width�ft Total Lineal Feet��ft Numbe�of Treixxl�es� taie Maximum Trer►ch Depth�in G�tour Loading Rate�ft Designers Max Trench Depth�_�in Bed D�si;n Summary Absorption Area�n� DEpth of sidewall�in Code Maximum Bed Depth�in Bed Width��ft Bed L.ength�ft Designers Max Bed Depth�in �`- 4STP Desi n Summa Worksheet UNIVERSI?Y �� g � OF MINNESOTA �" �.*, Mound oast�summary Absorption Bed Area 630.0 ft2 Bed Length b3.0 ft Bed Width 10.0 ft Absorption Wfdth 26.0 ft Clean Sand Lift 3.0 ft Berm Width l0-t`K)�ft Upslope Berm Wfdth 13.0 ft Dowtislope Berm Width 20.0 ft Endstope Berm Width 13.0 ft Totat System Length gg,p ft Total System Width 93.0 ft Ca�tour Loadtng Rate 12.0 galtft At-Grade Design Summary Absorytion Bed Width�ft Absorption Btd length�ft System tfefght�ft Ca�tour Loadir�Rate��gaUft Upslope Bertn Width�ft Downslope Berm Width�ft Endslope Berm Width�ft System Length�fi System Width�ft Levei @ E�a1 Preswn Distr#buHon Swnmary No.of Pertorated Laterals�3 Perforatia�Spacing��h Perforati�Diameter 7/32 in Laterat Oiamete� Z•� in Min. Delirered Volume�0 gal Maximum Delivered Volume 188 gat Non-level and Ur�eqwl Prcswre Olsutbutia�Summary Etevation Pipe Yol�ne Pipe Length Perfarat�n Size (tt) Pipe Size(in) lSal/ft) (ft) (in) Spac��3(ft1 SPnriRB(i�) Laterdl 1 Minimum Detivered Volume Lateral 2 ��al laterat 3 lateral a Maximixn Detivered Votwr►e lateral 5 �� lateral 6 5. Additional Info far Type IV/Pretreatment Desi�n A. Caicufate the orqanic foodfng 1, Organic Laoding to Pretreatmeni Unit -Design Ffow X Esiimated 80D in mg/L in ihe efftuent X 8.35¢t,000,000 gpd X �mg/L X 8.35+1,000,000= �lbs BOU/day 2. Type of Pretreatrt►eni Unit Being Irutalled: 3. Catculate Soit Treotment System Orgcnic toedinq: BOD caicentrntion after pretreatrr�»t+Bott�►Area =lbs/day/ft2 �_�mg/L X 8.35+1,000,000 + �it2- �Ibs/day/ft2 Canrr�WSpeciai Desfgn Ca�siderations: I hereby certify that I have completed this woiic 4n accordarxe with att applicabte oM�nances,rutes a�laws. Joseph J Olson 810 0�/20/15 (Designery (Signature) lL��) (Date) � � OSTP Mound Design ��. UNIVERSITY MC��Po�^u�tpn Worksheet > 1 % Slope OF MINNESOTA ,,,��.�, 9e Y 1. SYSTEM SIZING: Project ID: v 03.19.15 a. Design Flow: 750 GPD TABLE IXa B. Soit Loading Rate: 0.45 GPD/ft� �OADING RATES FOR DETERMINING DOTTOM 11SSORPTION AREA AI�ABSORPTION RATi05 USING PERCOlATION TESTS rn.cmenc L�iM c rre.em.ne uvN A,M:,e, C. Depth to Limiting Condition: ft �� PlfGOI�00l1 RiC! AfN LWAI/I` �d AfN LOIAII� MDYIW D. Percent Land Slope: 4.p 9� �""°'� n.0 "°'O'�"0^ ,e.� Ab'0'�"O^ uvan�'► "'"° qnan�'1 R"no E. Design Media Loading Rate: 1.2 GPD/ftZ ��, . � _ � F. Mound Absorption Ratio: 2.60 o,ros �.z > >.s � �,co s cr,re saro o.6 2 1 1.8 Tebit+I Ia�ed wa t�ne sano MOUNO CONTQUR LOADING RATES: !'=1°'s o.re t.s � �.s Co�touf ��s��o o.s z o.�e x Maiwrad � TGxturo-dcrivad l�n� ?�,so+�s O.s 2.a o.78 2 Dprc Rate mound absorption rat` . RdtO: j us ro� Q.48 2.8 0.6 2.6 _60mp� t.�. 1.3. 2 0 Z.a. 2.6 c t2 ��ro�20 • 5 0.3 b.3 ,,,_o . . . . 5t�120�1Qi !�ra s.o ='1 �Systems with these values are�ot Type I systems. = i2o mp;• -s.c• _6• Contour Loading Rate (linear loading rate) is a recommended value. 2. DISPERSAL MEDIA SIZING A. Calculate Dispersal Bed Area: Design Flow : Design Media Loading Rate = ft` 750 GPD : 1.2 GPD/ft� = 625 ft� If a larger dispersal media area is desired, enter size: 630 ft2 B. Enter Dispersal Bed Width: 10.0 ft Con not exceed f0 feet C. Catculate Contour Loading Rate: Bed Width X Design Media Loading Rate 1� ft2 X 1.2 GPD/ftz = 12•0 gal/ft Con not exceed Table t D. Calculate Minimum Dispersal Bed Length: Dispersat Bed Area = Bed Width = Bed Length 630 ft� = 10.0 ft = 63.0 ft 3. ABSORPTION AREA SIZING A. Calcutate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width 10.0 ft X 2.6 = 26.0 ft B. For slopes >1%, the Absorption Width is measured downhill from the upslope edge of the Bed. Calcutate Downstope Absorption Width: Absorption Width - Bed Width 26.0 ft - 10.0 ft = 16.0 ft 4. DISTRIBUTION MEDIA: ROCK A. Media Volume: Media Depth below and above pipe X Length X Width 0.75 ft X 63.0 ft X 10.0 ft = 473 ft3 = 27 = 18 yd3 � 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW A. Enter Dispersal Media: B. Enter the Component: Length: �ft Width:�ft Depth:�ft C. Number of Components per Row = Bed Length divided by Component Length (Round up) �� ft - � ft = Qcomponentslrow D. Actuai Bed Length = Number of Components/row X Component Length: �components X �ft = �ft E. Number of Rows = Bed Width divided by Component Width (Round up) � ft - � ft = � rows Adjust width so this is on whole number. F. Total Number of Components= Number of Components per Row X Number of Rows �� X �� _ �components 6. MOUND SIZING A. Calculate Minimum Ctean Sand Lift: 3 feet minus Depth to Limiting Condition = Clean Sand Lift 3.0 ft • �ft = 3.0 ft Design Sand Lift (optionat): �ft B. Calcutate Upslope Height: Clean Sand Lift + media depth +cover (1 ft.) = Upstope Neight 3.0 ft + 0.8 ft + 1.0 ft = 4.8 ft C. Select Upslope Berm Muttiplier (based on land stope): 3.45 Land Slope 9'0 0 1 2 3 4 5 6 7 8 9 10 11 12 Upslope Berm 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26 2.21 Ratio 4:1 4.00 3.85 3.70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 D. Catcutate Upstope Berm Width: Multiplier X Upstope Mound Height = Upstope Berm Width 3.45 ft X 4.8 ft = 13.0 ft E. Catculate Drop in Elevation Under Bed: Bed Width X Land Slope � 100= Drop (ft) 10.0 ft X 4.0 % = 100= 0.40 ft F. Catcutate Downslope Mound Height: Upstope Height + Drop in Etevation = Downstope Height 4.8 ft * 0.40 ft = 5.2 ft G. Select Downslope Berm Muttiptier (based on tand stope): 4.76 land Siope% 0 1 2 3 4 5 6 7 8 9 10 11 12 Downslope 3:1 3.00 3,09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.24 4.48 4.69 Berm Ratio 4:1 4.00 4.17 4.35 4.54 4.76 5.00 5.26 5.56 5.88 6.25 6.67 7.14 7.69 H. Calculate Downslope Berm Width: Muttiptier X Downstope Height = Downslope Berm Width 4.76 x 5.2 ft = 20.0 ft 1. Calculate Minimum Berm to Cover Absorption Area: Downslope Absarption Width + 4 feet 16.0 ft *�ft = 20.0 ft J. Design Downstope Berm = greater of 4H and 41: 20.0 ft K. Setect Endslope Berm Multiptier: 3.00 (usua!!y 3.0 or 4.0) L. Catcutate Endstope Berm X Downstope Mound Height = Endslope Berm Width 3.00 ft X 5.2 ft = 13.0 ft M. Calculate Mound Width: Upstope Berm Width } Bed Width + Downslope Berm Width 13.0 ft + 10.0 ft * 20.0 ft = 43.0 ft N. Calcutate Mound length: Endstope Berm Width + Bed Length + Endslope Berm Width i 3.0 ft - 63.0 ft { 13.0 ft = 89.0 ft ' , 7. MOUND DIMENSIONS _----------Upslope (4.D�---- t3.o ------ -------- ,' �, , , , � , � , � , � o Endslo e 14.�) p�5persal Bed: (2.6 X 2.C1 -o Endslo (4.L► � .� v 13.0 10.0 X 63.0 � � 13.d, � � � � + 3 �� : � , -o , ,,f v � c ' � � ; � � ', 20 0 ; � � Downslope (4.J) � ------------------------------------- —-------- Totat Mound Len th (4.N► 89•0 4" inspection pipe 1 S" cover on top 20.0 U slo berm (4.D► Downsl e berm 4.J 13.0 12" cover on sides (6" topsoit) Ctean sand lift �4.A) 3.0 �%�'t)t� + . `ia 1 i{';� a� , � � � Absor tion Width (3.A) � Note: 26.0 For 0 to 1� stopes, Absor,otion W/dth is measured from the Bedequatty in both directions. For slopes >1%, Absorption W�dth is measured downhill from the upslope edge of the Bed. Comments: � OSTP Mound Materials Worksheet UNIVERSITY �� OF MINNESOTA -�.ti, �Y �ettlD: v 03.19.15 A.Ca{c�ate Bed(rak)Votume:8e+d tensth 12.0 X Bed N7dth 2.61 X Deptb -Yoiwrrc ft 63.0 ft X 10.0 ft X 1.0 - 630.0 {t' Divide ft3 by 27 ft'/yd'to calu�late ct�ic ards: 630A � n' t 27 = 23.3 yd3 Add 209G f�cantruciabiiity: 23.3 yd'X t.2 = 18.0 yd� B. Ca(cuiate Clesmn Sa�d Votume: Volume Under Rxk bed:Average Sa�d pe th x Medfa�dth x MedJo th =tt�ic feet 3.2 ft X 10.0 ft X G3.0 ft = 2016.0 ft3 for a Moued�a fran 0-1% Votume from th=(l�oPe Moix�d t�kkiQht-1)X Abscs�ption Width Beyond 8ed X AAedia Bed Length) ft t) X X ft = �� Vol�xne fran Width=t(u ope r�o�,d�►c•�1 x wrdc►,eeyaxi see x Media eed widtn) n -1) X X ��k = Tatu(C(ear S�nd Votume:Volume rom L h+Yadume Jrom Width+Vo►ume tMder Media �� r t2� « ft� = t__�n3 For a Mound on a stope U�an 1% Upstope Volume:(�Upslope Mound Fki ht - i)x 3 x Sed tenqth)�2=c�ic feet (( 4.8 ft -1) X 3.Oft X C63.0 )+2= �54.4 ftl Downstope Volume:{(Downsl Hei ht-1) x DoMrt►stope Absorptfon WSdtfi x Med/o Length);2=cubic feet (1 5.2 ft-i) X 16.0 ft X 63.0 )+2= 2091.6 ft' Fndslope Vdume:�Dowml Mound Hei ht- i)x 3 x Akdlo Width =Cubk felK ( 5.2� ft-1 ) X 3.0 ft X 10.0 ft = 124.5 ft3 Toto!Uean Sond Volume:Upslope Vdume �Downsl Votume �Endsl Vdume �Votume t/nder Medla 354.4 ft3 . 2091.6 �{J . 124.5 ft� . 2016.0 nj z 456b.�ft' Divide ft'by 27 ft3/yd3 to catcutate cubk yarc�: �586•� ft� �+ 27 = �69.9 yd3 Add 20%for cautructability: tb4.9� yd'X 1.2 = 203.8 yd' t. Caict�ate Sand�r 8erm Yolume: Totol Berm Votume( x):(iA�B•Mo�uid MeiBht-0.5 ft topsoil)x Mound Widih x Mound )*2=cubic feet ( 5.0 _ 0.5 ►ft X �3.0 �ft X 89.0 )•2= 8515.1 � Toto!Mound Volume•Cteart Sw►d vnlume•Rock Votume=cubfc feet 8515.1 ftj _ 4586.5 {t' . 630.0� ft' = 3298.b n; Divide ft'by 27 ft;lyd'to calcutate cubic yar�: 3298.6 �j t 27 - 122.2 yd� Add 20�for consWctabitity: 1221 yd3 x 1.2 - 146.b yd3 D. Catcutate Topsof(Motertol Vo(ume:Totat Mouncf Width X Totol Mwa�d Lmgth X.5 Jt �43.0 ft X 89.0 ft X 0.5 ft = 1913.5 n' Divfde ft3 by 27 ft'/yd'to calculate c�k yards: 1913.5 ft' + 27 = 70.9 �� Add 20%for ca�structabitity: 70.9 y�' x t.2 = C 85.0 yd' , � OSTP Pressure Distribution :;,� MinnesotaPoliution D ' UNIVERSITY �!� Control A nc es�gn Worksheet OF MINNESOTA 1..y,,,``' Project ID: v 03.19.15 1. Media Bed Width: �� ft 2. Minimum Number of Laterals in system/zone = Rounded up number of [�Media Bed Width - 4) : 3] + 1. ( 10 - 4 ) + 1 = �taterats Does not apply to at-grades 3. Designer Selected Number of Laterols: �laterats CQnnot be iess than (ine 2 (occept in aC-aradesl 4. Select Perforarion SpQcing: 3.0 ft � " � � • __ �.�wwW.xlrw..4*ae.d 1 ...� t'M..�.Y •�._�1 .. 5. Select Perforation Diameter Size: 7/32 in .-« __._._.�.__ _�._ _ .__ _ ,,.,w� �..�:�.. 6. Length of Loterats = Media Bed Length - 2 Feet. 63 - 2ft = 61 ft Perforation can not be closer then 1 foot from edge. � Determine the Number of Perforation Spoces. Divide the Length of Latera(s by the Perforafion Spacing and round down to the nearest whole number. Number oj Perforation Spaces 61 ft = �ft = 20 Spaces Number of Perforations per Larerot is equal to 1.0 plus the Number of Perforation Spaces. Check table 8. below to verify the number of perforations per tateral guarantees less than a 10%discharge variation. The value is double with a center manifold. Perforations Per Laterot = 20 Spaces + 1 = 21 Perfs. Per Lateral MaxirAuei Nixnber d P�rforitions Ptr taNt�l to Gu�rantse�40�i Distlw�t Y�natian '.Mch P ont�p�s Tt32 Inch PKfofiaoru Pe+foru�on Spxin�1Feet) �Di�meter lirxhesl Perfor�tion Spxing P�pe Aan+eter(k�ct+es) I 11� t�t 1 3 (Ftttl t t�i tv; 2 3 2 10 13 t� 30 60 2 tt 16 21 3� i1 1�h E 11 !b 1d S� 2�: 10 ta 20 32 61 3 8 12 16 2S 52 3 9 1� 19 30 60 3'16 tnth Perforations t 'S let4�Perf�ratioru Parforation Sp�cing IFeKI �Di�meter Ils�chest p�5,p�i� P�e Diut�etei Ik�chesi t 1s� tw I 3 (f�l 1 ttt t�: 1 3 2 12 f1 t6 K 87 2 2t )3 �4 7�! 1+9 1�: 12 17 24 �Q dQ 2+: 2Q 30 �it 69 135 3 12 t� 12 37 75 3 20 29 3a M /2E 9• Totol Number of Perforotions equals the Number of Perforotions per Laterat multiplied by the Number of Perforated�aterals. 21 Perf. Per Lat. X �Number of Perf. Lat. = 63 Total Number of Perf. 10. Select Type of Manifo(d Connection (End or Center): �; End ❑ Center 11. Select Lateral Diameter (See Toble}: 2.00 in OSTP Pressure Distribution � MinnesoW Pollutlon Desi�n Worksheet uNI�ERs`TY :;��. ControlA enc OF MINNESOTA '1..''�,�*." 12. Calculate the Square Feet per Perforotion. Recommended value is 4-11 ft 2 per perforation. Does not apply to At-Grodes a. Bed Areo = Bed Width (ft) X Bed Length (ft) 10 ft X 63 ft = 630 ft2 b. Squore Foot per Perforotion = Bed Areo divided by the Torat Number of Perfora[ions. 630 ftz - 63 perforations = 10.0 ft2/perforations 13. Select Minimum Averoge Heod: 1.0 ft 14. Select Perforation Dischorge (GPM) based on Table: 0.56 GPM per Perforation �5• Determine required Flow Rote by muttiplying the TotQ! Number of Perfs. by the Perjoration Discharge. 63 Perfs X 0.56 GPM per Perforation = 36 GPM 16. Vo(ume of Liquid Per Foot of Distribution Piping (Tabte il): 0.170 Gattons/ft �7, Volume of Distribution Piping = __ �._._ __ ____ ----- Table 11 _ [Number of PerforQted Laterots X Length of Laterets X (Votume of Volume of Liquid in Liquid Per Foot of Distribution Piping] �_ �P� Pipr Liquid� � X 61 ft X 0.170 gaVft = 31.1 Gattons �ameter Per Foot (inches) (Galbns) 18. Minimum Delivered Volume = Volume of Distribution Piping X 4 � 0.045 1.25 0.078 31.1 gals X 4 = 124.4 Galtons ' t.5 0.110 2 0.170 man p�pe` 3 O.380 i 4 0.661 � .------- ___._____.�_� � __ cleanoots -- � - .. ._ __ _ p�Pe from WmP Mamidd Pw�. Ila11 O111S , , � ,• � _ _ afternate taation �- 01 from 'a�urnate�aation �PP��P�+mP Po from m Comments/Special Design Considerations: �;�. OSTP Basic Pump Selection Design Minnesota Pollution Worksheet UN!V ERS ITY I Co�tro! nc OF MINNESOTA '�-1.,�" 1. PUMP CAPACITY Project�D: Pumping to Gravity or Preswre Distribution: Q cxav�N QQ v�essure Selectio�requircd 1. If pumping to gravity enter the gallon per minute of the pump: ��GPM /10-45 gpml 2. If pumping to a pressunzed distribution system: 36.0 GPM 3. Enter pump description: 2. HEAD REQUIREMENTS �,��+�v� 6{�rt oi��ch�. A. Elevation Difference C�ft � m - wo�d+ between pump and point of discharge: _ r"--� ,.-.- � B, Distnbution Head Loss C�ft =°�i d� , , �r: C. Additional Head Loss: �f�(dueto sD�iat equipmenc.etc.) ` -----•------•---------------•- ------------- ' Tabie I.Frictio� Loss in Piastic P1pe per 100ft Dfscribution Head Loss ' Pt Diameter(inches) Gravity Distribution = Oft Flow Rate . _ Pe_ , _ ________ __.__ IGPAAI t t.25 1.5 2 __�_.__, �_ :_ ._--- - ---..�..�_. Pressure Dtstributto� based on Mlnimum Average Head 10 9 1 3.1 1.3 0.3 Value on Preswre Distrlbution Worksheet: �y 12,g 4.3 1.8 i 0.4 Mlnlmum Av�ra e Head Dist�ibutlon M�sd Loss 14 17.0 ; 5J ! 2A 0.6 2ft 6ft �6 � 21.8 � 7.3 3.0 ', 0.7 18 � �i 9.1 3.$� 0.9 5ft 10ft 20 � 11.1 � 4.6 ' 1.1 25 '. I 16.8 ' 6.9 1.7 D. t.Suppty P�pe Diameter. 2.0 in 30 ; � 23.5 9J � 2.4 35 ' ' 12.9 ; 3.2 2.Supply Pipe Length: 20 ft qQ � �; 16.5 � 4.1 E. Friction Loss in Plastic Pipe per 100ft from Tabte I: 45 � ; 20.5 � 5.0 50 { � 6.1 Fnction Loss= 3.32 ft per t00ft of pipe 55 i ! 7.3 bo j � s.b p, Detertnine Equivolen[Pipe Length from pump discharge to soil dispersat area discharge 65 � 10.0 point. Estimate by adding 255K to supply pipe length for fitting loss. Suppty Pipe Length 79 j � �� 4 (D.?) X 1.25=Equivalent Pipe Length 75 ? � t3.0 85 � � 16.4 20 ft X 1.25 = 25.0 ft 95 i 20.t G. Catculate Suppty Friction Loss by muttiplying Fiiction loss Per f00ft (Line E)by the fquivalen[Pipe Length (Line F)and divide by 100. Supply Friction Loss= 3.32 ft per t00ft X 25.0 ft + 100 = 0.8 ft H. Totol Head requirement is the sum of the Elevation DiJjerence (Line A►, the Distribution Head Loss(line B1,Additional Head Loss(line C),and the Suppty Fnction Loss(Line G ) 9.0 ft « 5.0 ft � �ft - 0.8 ft = 14.8 ft 3. PUMP SELECTION A pump must be selected to deliver at least 36.Q GPM�Line t or Line 2)wtth at least 14�$ feet of total head. Comments: ` Soil Observation Log �c��.Scpti�Reaource.�ont�er 12.�1 Owner Informatian Property Owner- projecr. Patrick Coughlin Uate 7/17!�O 1� Property Address PID: 2790 Silver Vie�ti� Dri��e Soil Survev [nformation i_i refer to attached soil survey Parent matl's: Lj Till ❑ Outwash ❑ Lacustrine �; Alluv�um ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder C Side slope [] Toe slope soii survey map units: L25A siope 4 °o direction- Linear Soil Lo #1 C Bonng ;_; �t Elevation 9�.7 Depth to SHW'T 6" Depth(in) Texture fragment°o matrix color redox color consi�tence grade shape U-6 Topsoil ��5 1Q�r3'3 Friable Loose Single�rain 6-12 Loam <3� IO}r�1�3 IOy4'8 Rigid Strong Block� 12-18 Ciay Loam <3S 10yr5�'4 Firrn Stron� t�io�►;� 18-30 Clay Loam <35 IOyT5;4 lOv4i8.1-6.�`10�� Firm Strong Nri�mauc lOose loose sinele erain � 'S friable weak �S _ �p �a�uiar blocky finn moderate prismatic plari ,:.�0 rigid stron�, massi�e Comments: Compacted tu 12 inches ' 2790 Silver View Drive Soil Lo #2 C eoni� C P�t Elevation 9�.7 Depth to SHWT 8" Depth(in) Texture fragment°�o matrix color redox color consistence grade shape 0-8 Fill =;> Friable L.00se Singir grain 8-Id Topsoil <35 ]O�r3'2 10}�3`8 Rigid Strong B��c�> 14-20 Clay� Loam <35 10}�r-3;4 Firn� Strong Bia;k� 20-30 Clay Loam �=3� IO�rS -1 10y4.�8,1-6 l0y Finn Strone Prismac�c 2790 Silver View Drive Soil Lo #3 �j Boring ❑ Pit Elevation 94.� Depth to SHWT 14'� De th(in) "I'exture fragment°io matrix color redoz color consistence erade shape 0-1-1 Fill <35 Rigid Loose sin��ra�n 14-?4 Topsoil <;� 10yr3'2 IOydiB Friable Strong Biock. 2q.28 Clay Loam <-3� 10�r4.� Firm Strong t3�ock. 28-36 Clay Loam <=3� lO}TS i t0y4,'8,1-6.l0y Firm Strong Pnsma[ic /hereby cer ��this ti,�ork ti,•us completed in accordunce�+�ith.41.�' -UnO and a�{ti•loc•u!req.s. Rusty Olson's Soil & Perc. 8l0 signer Signature Company License# ,, ; • Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. star#ing at 10:36 A.M. On 7/17l15 location: 2790 Silver vew Drive Hole number. 1 Date hole was prepared: 7/16/t5 Depth of hole bottom_12"_inches, Diameter of hole 6"_,inches. Sail data from test hole: Depth, inches Soil texture 0-6 Dark Brown Loam 10yr3/2 6-12 Brown losm 10yr4/3 Method of scratching side wali: Knife Depth of gravei in bottom of hale 2 inches: Date of initial water filling 7/16/15 depth of initial water fitling 12 inches above the hole bottom Meth� used to maintain at least 12 inches of water depth in hol�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 10:56 11:26 6" 3.7 $.1 11:29 11:59 6" 3.6 8.3 12:00 12:30 6" 3.6 8.3 AVERAGE P R . RAT 8.2 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings m�de by: Rusty Oison's Perc. starting at 10:36 A.M. On 7/17/15 Location: 2790 Silver V'iew Drive Hole number: 2 Date hole was prepared: 7/16115 Depth of hok bottom 18"_inches, Diameter of hole 6"_inches. Soil data from test hoie: Depth, inches Soil texture 0-14 Fill 14-18 Dark Brown Loam 10yr3J2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initiial water filling 7/16/15 depth of initia!water fi{li�g 12 inch+es abovs the hole bottom Method used to maintain at least 12 inches of water depth in hole fo�at least 4 houi^s Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 10:57 11:27 8" 3.2 9.4 91:28 11:58 6" 3.1 9.6 12:01 12:31 6" 3.1 9.6 AVERAGE PERC. RAT 9.5 MPI � , / �� p � � �� ti ��"`",,,R�� City of Orono Septic Asbuilt Form Address �� S��t � U '� �"• Dr;�c Building Use Installer �%•Ke r �. �'T��S'� c.'o. License#�„�/7 Date�-��-JS_ Septic Tanks �r<c�s�. 2- �3a o,�� f Pump Tank (J�c c��, �- /3��l , System Type ❑I ❑II I�III ❑Mound ❑Trenches ❑Pressure Bed ❑Other Draw deta.iled diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. /U��"� . g�, � 3, , o� �� '�f I 10�(� ').� ( j � �:� - I r � t� �� ,�1 � �r � � � plc�7��Ks� , , v PU�P��-� � � � Q o ,�. Q � ��,', �{o u S � �� 2� � w� � 3�, . � s� � ,,_ � �,,,�1 .� � � ..� . o- ..�/ �e� v ;�� p�;�� . . �� Paroei number. System status: ❑Comptiant ❑Nonc�mpliant (as dete�mined by this form) Certlflcate of Abandanm�ant Date of observation: �2�� Reason for observafion: �e�.S�/.f f'��''� ��'�' TGn k'� CompUance questionsJcHteria:(Chedc the appropriate box) To be in compliance,systems with no future intended use for sewage or dean water disc�arge must be abandoned in accordanoe Minn. R.7080.2500 as determined below: Were all the solids and liquids removed from tt�e system? �J Yes ❑No Were all electrical devices and devices containing meroury removed? /=A_ ❑Yes ❑No Were ail underground tanka temoved tanks aushed nd fiiled with soil or rodc material? �Yes ❑No Were all underground cavities removed or soii or rodc material? �Yes ❑No •Any"no"answ�eis lnalfcates!he system!s fa/ling[v protect gramd w� Propertyownername(s): _ �"A�r' C- K �o��'�i l��n Property address: �7 90 S f!v c f (/;e w Q�l u C Property owner's address(if dff#ereM}: County: �{�/►/1 _ Phone: Certification This form is to be oompleted and attached to the Summary Form of the Minnesota Pollution Conirol Agency's(MPCA)Cwnpliance Inspectlon Form for Existing SubsurfaCe Sewage Treatmerrt Systems(SST8).This form does not have to be completed by a certified SSTS practttioner,but must be campleted by the individual who has knowledge of how the system was abandon. Completed form must be submitted to the local unit of govemmeM within 90 days. !hereby certi/y the system was abandoned in acacordanc+e with Minn.R. 7080.2500 and any/oca/roqufrements. Name: � Certification number. Busin s lioense name and number. � � r^�� . G��s�� e-� Business add ss: I `�.� �A �t iQ U e �t�p�O, Signature: Date of abandonmeM: ��Q S��'� wq-wwlsts4-31 Compl fonce lnspection Form for Existing SSTS 4/1/08 ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED PERMIT NO. ZSJI — ml�� COMPLEfED ! b�=�— ADDRESS Z I�'f,B �S! I ue✓' '�uv �I��i�-P� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: a o dN nm ,,r� r . o ! " a �m•�� !� o � �m�t fa� � � - 0 W � Q � � W � � O W ❑WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � ❑CORRECT V1fORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 O r on site: Inspect , White Copyllnspector's Ffle Cenary CopylSite Notke DATE TIM� CITY OF ORONO CALLED IN INSPECTION NOTIC� /, SCHEDULED PERMIT NO.l�L�1'� �OZ`�- COMPLETED T Q�:�� ADDRESS z 7�� I� i'i v B OWNER f TEL HONE NO. CONTRACTOR G`/�� /��-G��fGQG� � DESCRIPTION ✓ u�� 0� �� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTHACTOR TO ME U:_YES_NO � COMMENTS: � ` � U j a�K/l�f /rCCGt �C ' � j � o r � -' � �-�e s � � � :/'� � �. ° - o�� e W Q � ` � � W � j d W� RKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE ❑ RECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK��R REINSPECTION TEMPORARY V BEFORECOVERINC, PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 2a hours in advance. (g52) 249-4600 OwnerlContra on site: Inspector: ' White Copyllnspeetor's File Cenary CopylSite Notke +i . .� q DATE TIME CITY OF ORONO CALLED IN /"'l0 INSPECTION N TIC C�SCHEDULED � �/ � PERMIT NO. �� / COMPLET ADDRESS � 7�� tJl6�Y��/�G[� ��' OWNER EPHONE NC��'�ga"��9' CONTRACTOR • � � � DESCRIPTION � W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANtCAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 ONfNERICO1�fTRACTOR TO MEET YiOU:_YES_NO c�n CO ENTS: a +� � � 6�%/� oG pv�e�/' � � v�n �� —� � � G W/ 7' W Q �O -� �l-e �ti N e .,� � 2 �c d � C: � ��o /'�9'v�hGr6c 2�L�`"f �t 7� 1�`i�l i�l� W � j a W O WORK SATISFACTORIF PROCEED W ECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑1 UE CERTIFICATE OF OCCUPANCY W � ❑(�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERiNG PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HOURS_ p pHOTOTAKEN INSPECTOR YVFLL RETURN ❑STOP ORDER POSTED.CALI INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-4600 OwneHContra site: Inspector: White Copyllnspecto�'s File Canary CopylSite Notlee