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Home My WebLink About2012-00465 - septic ` ' CITY OF ORONO * 2 0 1 2 — 0 0 4 6 5 * 2750 KELLEY PARKWAY DATE ISSUED: 06/28/2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2555 FOX ST PIN : 04-117-23-44-0002 LEGAL DESC : AUDITOR'S SUBD. NO.229 : LOT O]0 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : OTHER- SEPTIC NOTE: 2 UNITS AT GRADE 3 TANKS EXISTING PUMP TANK WILL BECOME SEPTIC TANK ADDING NEW PUMP TANK APPLICANT SEPTIC NEW 200.00 GEORGE'S EXCAVATING STATE SURCHARGE SEPTIC 5.00 PO BOX 934 TOTAL 205.00 LAKEVILLE, MN 55044- (612)310-7887 PAID WITH CC# 2503 Minnesota State License#: L3368 OWNER ECKERLINE, MR.& MRS. 2555 FOX ST WAYZATA, MN 55391 AGREEMENT AND SWORN STATEMENT The work for which this perniit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specitied herein.This permit will expire and become null and void irconstruc[ion 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 afrer work has commenced. The applican[is responsible 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. `�'L'�t��CQ �j � �� {�L�'� i � Applicant Permitee Signature Date Issue y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. - 1 � 'p , City of Orono FOR CITY USE ONLY � �" ��' P.o.Box ss f� 0`�� 'S Z4 I 7� �o I�-v `f!o S r, � . 2750 Kelley Parkway �1 Date Received: Permit# �� Y,�'�r �� Crystal Bay,MN 55323 �q,.� '�� {�,c�� (952)249-4600 � Amount: $d�,!/� �k�o`� CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building O�cial) Job Site / Owner information: ,-_.,, -, Site Address: i��`�..5 � �� r��'� Owner: ��;�. ��1��/�� Mailing Address: City: C�,��rC�%, %��/v .�� Zip: Home Phone: Alternate Phone: Contractor/Applicant lnfarmation: Contractor/App.:��'� � ��. Contact Person: r��- �� a Address: /�'�� i� /�� State License #: ��,��'� � City: � �lle Zip: �C'? Expiration Date: ,/_�"frr✓ ��/_� P one: ��C,�� 'l� ��,�C� �� Alternate Phone: �.�� ` ��;�C� u�C�'� C�'�� ''ll��i l� /�`�� C'� TYPES OF OCCUPANCY � �/ , �sidential ❑ Commercial ❑ Other PERMIT TYPE AND FEES New or Replacement System $200.00 ��'"}• C�� Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Total $ C��. Z1 C'� W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 1 / 2 , r � ** ATTENTIQN APPLICANT** Fill in all a ro riate blanks and check ail a ro riate boxes. I will be installing the following: Tanks �) � Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other ,c�'�',1'� ��Ui4��= (list manufacturer) Number of Tanks: ��"'� �a�� 7�-- Size of T�anks• �.5�> .5�� L� .� �T��'G� �'�!«f'� j �„� �t�1�� ,�' �1s�J� � �i � � ��/l��' /t�,��C C��7,� �l�/t- . , - Treatment�stem � �ir'.�'Ir� �� s.fi. "�oI/f� �� ls� ,�i�'��T !�� t�� Mound s.f. ! Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, tru� and corr t. C�� /��.� / /� �`'r� Signature of Applicant——- _.�--- ��ti�� O��- Date: ��'�- � �- MPCA License No��'�.l��f �� l�`�� Staff Review: �Accept ❑ Denied Reviewer: / '�� Date: (�' `'��"� ' I� Reason for Denial: Comments (to be printed on inspection card): Reset Form W:\(Permits)1Septic Permit Application-Updated Surcharge 7-1-10.doc 2 /2 _ . r t � SEPTIC SYSTEM DESIGN AT-GRADE tn �tONO Cpp Date: Apri127 , 2012 Client: Peter Eckerline 2555 Fox Street Orono, MN 55391 �ITY tJF O 4 Site Address: Same ��'rIC PERM j €�vsP�To�, DAT� �� pERMIT N APPROY�Q AS SUNMIT'�ED �� Designer: Dale Denn DCI � AAPRUVED WIl'i(C'ORR6 ^��No�, Georges' Excavating Inc. �1e8C��^��v�t�-coRR�cr a� ssus�tiT yowr infom�ation. 1!work shwfl he dalp P.O. Box 934 �u f�u co�piiaa�e with ali appli�;able septie nd zoning cuJa Lakeville, MN 55044 Aequirements iacluding Items noc speoiticall notui in thi�cerieNb pRON O COPY pH. 612 803-1694 ��T�s p�sCT 4N SlTE AT AL4 iM�s MPCA License #L3368 DESIGNATED CERTIFIED INDIVIDUAL (DCI): fiH1S SYSTEM IS QF.SiGNED OR DALE DENN �-�,8fDR00MS. ANY!NC EASE Ip nUMBER MPCA Certification# 3226 �8��Y� IFIIS OES{G@l, C: 612 310-7887 Please contact DCI with any questions or comments regarding this septic system design. I hereby certify that I have completed this design in accordance with all applicable ordinances, rules, and laws. Dale Denn D�e D� 3226 Apri127th 2012 DESIGNER(DCI) SIGNATURE MPCA CERT# DATE ORONO CUP�' � . ` � . ' � /� f �� f �� ,� � _��= �� w a � �' �� _ � .� � : � .�,.n.�. �� . _ �� J� ,� � � � � �� . �� .. � �� , �� -�=�. �J � � �I � �� V � :t'`�-,� �� l�� [�.' �r ,d' 6 "�. ��, § � �" � r � � �� y � �.�-' y'�� '��wl��... � �� . .�..,,,_ � � ,,,,,, �az.,�;�` �� +� �� .�� P ,� � .� .� �; g �� ''� �" �' pt�C�� "� � ��v�3 � � � �fJ�"�O ,�' � �` Se�-�� '" ,� � � }�-�,� � � � � � � , �. �, � � � � � �. ., � ��`�. .� � � V �..�a�� -;�,�.=�:a:�W:..�'�: . t„ �.�.r�"' �,�: ��`�� i i�7 ,�,� �'_{„�w � '"'�� 1 3� -r�._� �� _� �} ��, ��'��;,�r-- ..,, " :�, . � �-�t '.�-�ata,:�;'.wa'+'°'��, '�e"" ':"' � '�°` ,,; a ' ,..Y�,i . �Wf� „�r 'w" _ � � .. "L. , ��r' (��'„ `L.y r A rer ..r �� `�i � L'` ' � „ �ia- : .., Q� 1�,.. T: F ".�+' �f�'S� /^�, sM�,.�w�l�s.r....iaL . .ii:U 1t4iGyk..;a�ap,��.�.;��,y,,,y f (aE 1 pr r.��'y�a„vaR +� .+a � ar „i - '�'°+�'w fi.= ..t.. �v �i wF � �.�.,(, _ _ ,r % � il,. -._�3�..!_4,s �__� "�.�� .K� �, L.. '�"" ��` -�i—t�a.�ti� ! �,.� � .,... _ . � � � � «,_ i�;' � �� '� � ?t�� .� qn� ° `� } �. '�, � "1wti "�e x � � • [� �°� '�•. �' � y �I, �``� � � � ,��'�, . �� {a (� ti �� . P� �ti, �. V� �"`q � �_ '�i:' �.4t � `� "� /�F '�. yh�44 ti,`. C � . k l. ✓I' �1.T' � i�.'� 9�.� 1.:.�' . , 'UNIVBkSITY OF IVIINNESOTA Y��"�� OSTP Pretiminary Evaluation Form �� M� �� 1.Con[act Information �� 09 ZZ Property Owner/Client: Peter Eckerline Ctient Phone Number: Nailing Address 2555 Fox Street,Orono,MN 55391 Projed ID: ;ite nddres:Same ParceU.D. 4ll72344002 I Township#�� Rangelf Section Date 4/U/12 Township name Legal Desc or La[/Long Evaluaticn for system type ❑�lew Construc[ion �Replacement Parcel dimensions �1. Fiow Inforrt�ation Client-P:-oviAed information Tyrye(s)of use;a(([hot app(y) ��esidential ❑Commercial ❑Other Use(Spec.ify) Mo.of bedrooms'(iJ applicoble) 5 Unfinisbed space (f[Z) No.of resider�L in home �Adults �Children �Teenagers ❑Daymre Er.istinv flow measuremen[s ❑1'es(If Yes,attach readings) �ry� �Garbaqe Disposal ❑�Water Softene� ❑Iron Filter' Water-using devices(check ol!tha[ �p�shwasher ❑Sump Pump• Other(specijy) �ppty� ❑Large Bathtub/Jac�i � ❑High Efficiency Fumace' ❑Laundry/Large Tub on 2nd Floor ❑Hot Tub• 'Ctear water source W3ter use concems(check all that �`auceVToilet � ❑Multiple Loads of Laundry/Day ❑Long-Term Presaiptim Meds �P�y� ❑In-Home Business �No Lint Screen 0 Use of Anti-Bactenat Soap ❑Prequent En[ertaining of OuFof-Town Guests D.ny sdditional current or future uses on this parcel(specify) None IAny non-sewage discharges[o system (specify) None /� /, -� w /� ewage ejectcr or grinder pump in home ❑Yes �No ��r 4� II ackncw!ed3e Yhe above is canptete ar,d accurate lient s si no[ure and date) C` „y f ' �,(� y�li/Vi i�KI"�i lCesisner-determined Flow Informatior. A.Es[i;iiataci Design Flow(gallonz per dayj 750 �A��ticipated�aa�[e sVer�gtl�vatues: C�J pomestic ❑High Sae�gth BOD: mg/L CtSOL:��mg/L (TSS):�mg/L 0&G:��mg/L i. F'ieiiminar,Si[elnformation 1-=-�-_� �U(1y. !!at�r wr,ply weli(s)wi[hin 100 fi of absorption area �Yes ❑No �:leit�s)were(c-:ted ��rect Observation ❑Counry Well Index Maps ❑Personal Communication MN Unique WeU Id i1: � ��'�':��f w��(`� � >100 ft Welt casing dep[h(s)� 50 ft Source I �tmpervious Lay.:r �No ❑Yes if Yes,Define&Source: Required Se[back: 50 ft B(2).Site within 200 ft of noncommunity transient supply well ❑Yes ❑�No Sourte B(3}.Site wifhin a drin!cing water suppiy management area ❑Yes �No Source j P(��.Loca'i�n oi al!existing and propcsed buildings and improvements on tot(see Site Evoluation map j �':(5�.Buried w,.ter eupply pipes viithin 50 ft of proposed sys[em ❑Ves ❑�No �'.Lo�at�on of�II easements on lot(see Si[e Evaluation mop) Source Hen Cty GIS i iC:._fece'iun o(,rdinary higli wzter leval(OWHL)-MN DNR(if adjacent to parcel) �— � i. _ _.�:�:�dp:ain c`_,tgnatiusi and f;ood elrvati�n No Source i ,"..,.��-�r:��ne p,�uperty lines(see Site Evaluation map) �Survey ❑Plat Map �Other Survey$Hen Cty GIS .�i;c„red�n a shoreland distncUarea ❑y� ❑No � i�s+..uice of>et6acks ❑� :�roperty Lines ❑pHWL ❑v EasemenCs � �� ❑Water Supply Pipes Q Well(s) ❑� Other Bui�ings .:�:.i!Scr:�ay i:dor��,ation(from web suil survey) U�MaP Map Units on Parcet L22Q Lester&L22D2 Lester Lisi:l.=.n4furms Craines Slope Range 8-14% _�.��rat_•�ia:;-che�k aU th.ot app(y Landscape Posi[ion�check all that opP�Y 1 . �':'.l j-..,::. .r..sP� C"�inass ❑&:.lrock ❑A:Wvium ❑Summit �Shoulder Q Badeslope ❑Foo[slope ❑Tceslope �''d'�.r;ii:�❑ ;J Lacus.rine 4'�Organic ❑Cu[/FiU ❑Depression ❑Stream ❑Termce ❑Manmade ❑Plain ,,,..�..un�ucdrxk depth:C�inches Minimum bedrock depth:❑inches �� Max:�num bedrock dep[h:�;nches Maximum bedrock depth:❑�nches 5eptic Tank Absorption Field-7rench(MN) ,�dap Untit i�s:,;;:; Septic Tank Absorp[ion Field-At-grade(.WJ)Restricted Percota[ion C�.42: Sloae C�.05 � Septic Tank Absorption Field-Mound(FAN) � �<�?— . . 'UNIV�RSITY }��, , oF MlrrrrEsoTA OSTP Preliminary Evatuation Form `'�� 4. Preliminary Soil Profile Information(from web soil survey-map unit description&ofjicial series descriptions) En[er information here or attach map and description. Nap Unit L22C2 Depth Texture(s) Structure(s) Consistence Other(flooding,ponding,etc.) Horizon 1 0-7 Loam Horizon 2 7 to 38 Clay Loam Horizon 3 38 to 60 Loam Horizo�4 Horizon 5 Map Unit Depth Texture(s) Structure(s) Consistence Other(flooding,ponding,etc.) Horizon t Horizon 2 Horizon 3 Horizon 4 Horizon 5 Nap Uni[ Dep[h Texture(s) Struc[ure�s) Consis[ence O[her(ftooding,ponding,etc.) Horizon i Horizon 2 Horizon 3 Horizon 4 Horizon 5 Map Unit �epth Texture(s) Structure(s) Consistence Other(flooding,ponding,etc.) Horizon 1 Horizon 2 Horizon 3 Horizon 4 Horizon 5 5. Local Government Unit Informa[ion ' Name of LGU Orono LGU Contact Wiltie Gibbs LGU-specific setbacks Same as 7080 LGU-specific design requirements Same as 7080 LGU-specifSc installa[ion requirements Same az 7080 I hereby certify that 1 have completed this work in accordance with alt app}t'ca t�ordinances,rules and laws. George'sEuc/Dale Denn DCI –.ci'–_�� —' L3368/C3226 04/27/12 � �� (Designer) (Signa[ure) (License#) (Date) �nf��z . , ��1NIVr.RSITY OF MINNESOTA �� t r z� r{�;iv�irt�w OSTP Field Evatuation Form ,rir r ��. ��. 1.Contact Information ro�ec v 11.09.22 Property Owner/Client Peter Eckerline Client Phone Number: Address Same Date 4/27/2012 Weather Conditions Sunny to partly doudy 2. Utility and Struciure Information Utility Locations Identified ❑Gopher State One CaU 1J �� ❑Any Pnvate Utilities Property Lines ❑Determined and Approved By Ctient Client's Approva!(initi � �� ❑Determined But Not Approved � � ,y�i? ❑Approximate �� Q Property Lines Surveyed Locate and Verify(see Site Evoluation mop) ❑� Existing Buildings �Improvements �Easements QQ Setbacks 3. Site Information Percent Slope 14-Jan Slope Direction East Landscape Position Shoutder Slope Shape Linear/Convex Vegetation type(s) Trees and grasses Evidence of cut,filt,compacted or disturbed areas �Yes ❑No ❑Locate Areas on Site Evaluation Map Discuss the ftooding or run-on potential of site Build saddte upslope of At-Grade to divert rein and snowmelt. Identify benchmarks and etevations(Si[e Evaluotion Map)Top of Block by A.C. Proposed soil treatment area adequately protected �Yes ❑No 4. General Soils Information Original soils ❑� Yes ❑No Type of observation ❑Soit Probe �Soil Boring ❑Soil Pit Number of soil observations ❑4 Soil observations were conducted in the proposed system location �Yes ❑No A soil observation was made within the most limiting area of the proposed system �Yes ❑No Soil boring tog forms completed and attached ❑� Y� ❑No Percolation tests performed,forms compteted and attached ❑� Yes ❑No 5. Phase 1.Reporting Information Depth to standing water inches Anticipated construc[ion issues Ftood elevation NA feet Depth to bedrock NA inches Depth to periodicalty saturated soit 38 inches Maximum depth of system 0 inches Elevation at system bottom 111.5 feet Differences between soil survey and fietd evaluation Percotation rate 22 min/inch Loading rate 0.6 gpd/ftZ Contourtoading rate 5 gpd/ft Site evaluation issues/comments 2 runs of existing[renches that need to be removed and fitled with Mound Sand to get required 36 inches of soil seperation. Dig sump pump at end of each trench,have Pumper remove effluent. Some rock can be left in trench because of depth of existing trench cover and still have required seperation. Do not dig into bottom unless dry. !hereby certify that I have compteted this work in accordance with atl applicab ordinances,rutes and laws. George's ExdDa(e Denn DG � L3368/C3226 04/27/12 (Designer) (Signature) (License#/) (Date) /C c/�.3� �� -��- OSTP Design Summary Worksheet uN��ERs�TY ,�F��,r,�� Minnesota Poifution OF MINNESOTA �"�� Control Agency ��. Property Owner/Client: Pete('ECke�llne Project ID:� v 11.09.22 Site Address: 2555 Fox St�eet, Orono, MN 55391 t. AVERAGE DES�GN FLOW: A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design flow is considered a peak Jlow rate induding a safety jactor.For long term performance,the average daily Jlow is recommended to be� e. Septic Tonk capacity: 2500 Gallons 6o%oj ch;s va(ue. �, Number of Septic Tonks or Compartments: �_� Effluent Screen&Alarm? OptiOnal Type of Soil Treatment and Dispersal Area* Type of DisVibutlon* �Trenches �Bed �Mound �At-Grade �Gravity DisUibution �Pressure Distribution-Level �Pressure Distribution-Unlevel �Drip Distrib. �Holding Tanl �Othe� *Selection Required Benchmark Elev= 100 ft System Type Benchmark Location: tOp of BloCk by A.C. �Type I ❑Type II ❑Type I II ❑Type IV ❑Type V Type of Distribution Media: rock D. Pump Tank 1 Capacity: 1250 Gallons Pump Tank 2 Capacity: �Gallons 2. SITE EVALUATION: A. Depth to Limitinq Loyer: 38 inches 3.2 ft Elevation &Location of Limiting Layer: 101.5 ft B. Measured Percent Land S(ope: 14.0 % 0.0 Location: 69 C. Soit Texture: Silt LOdm Perc Rate: 22 MPI D. Soil Hydraulic Loading Rate: 0.60 GPD/ftZ E. Contour Loading Rate 5.0 Gallft 3. DESIGN SUMMARY Trench Design Summary Dispersal Area ��ftz Sidewalt Depth �_�in Trench Width �in Total Lineal Feet �ft Number of Trenches �� Maximum Trench Depth C�in Designer's Max Trench Depth �� Bed Design Summary Absorption Area ��ft2 Media Below Pipe ��n Bed Length �ft Bed Width ��ft Maximum Bed Depth ��in Designer's Max Bed Depth ��in Mound Design Summary Absorption Area ��ft2 Bed length ��ft Bed Width ft Absorption Width C�ft Clean Sand Lift ��ft Berm Width (slope 0-1%)��ft Upslope Berm Width ��ft Downslope Berm Width ��ft Endslope Berm Width ��ft Total System Length C�ft Totat System Width �ft At-Grade Design Summary Absorption Bed Width $.3 ft �Absorption Bed Length 150 ft System Height 2.0 ft Absorption Bed Area 1250 ftZ Upslope Berm Width 5.2 ft Downslope Berm Width 16.6 ft Endstope Berm Width $,0 ft System Length 166 ft System Width 22 ft �l �� '.. .... b, ` - OSTP Design Summary Worksheet UNIVERSITY r�� j rh�� Minr�esota Polfution OF MINNESOTA j t Contro)Agency ::; � ..�'`�,. Pressure Distribution Summary No. of Perforated Laterals � Perforation Spacin8 �ft Perforation Diameter �_�in Lateral Diameter ��n Supply Pipe Diameter�_�in Minimum Dose Volume 101 Ftow Rate ��GPM Total Head ��ft Maximum Dose Volume 187.5 Holding Tanks Only Number of Holding Tanks � Total Volume of Holding Tanks � 8allons High Level Alarm? �� 4. Additionai Info for Type IV/Pretreatment Design Type of Pretreatment Unit Being Installed: Organic Loading to Pretreatment Unit =Design Flow X Estimated 800 in mg/L in the effluent X 8.35:1,000,000 ��SPd X �mg/L X 8.35: 1,000,000= �lbs BOD/day Calculate System Organic Loading: lbs. BODlday:Bottom Areo =lbs/day/ftz �lbs/daY� �ftz= �lbs/day/ftz tomments/Special Design Considerations: Split At-Grade. 2 units 10 x 76'rockbeds,downhill from each other,and at different elevations. Use Gate Valves and Squirt Height Apperatures to set squirt heights the same thereby getting even effluent distribution. I hereby cettify that I have completed this work in accordance with alt applicable ordinances, rules and laws. George's ExUDale Denn DCI L3368/C3226 04/27/12 (Designer) (Signature) (License#) (Date) /�� c,� <3� ' OSTP At-Grade Design Worksheet UNIVERSITY ��r::�- Minnesota PoUutian OF MINNESOTA Contro!Agency +t1'°.- 1. DISPERSAL MEDIA SIZING: Project ID: y��,pg,z2 A.Design Flow �Design Summary 7A): 750 GPD B. Soil Loading Race(Desiqn Sum.10�: 0.60 GPD/ft� C. %Land S(ope�Design Sum.18): 14.0 % D. Contour Loading Ra[e ��GPD/ft Cannot exceed 12 GPD/ft (From Design Summary 2E-same as Linear Loading Rate) E. Absorption Bed Width =Contour Loading Rate (t.D)�Soi(Loading Rate (1.B) (round up to nearest whole number) Canno[exceed 15 feet ��GPD/ft�= 0.60 GPD/ft= 8.3 ft F.Absorption 9ed Length =Design Flow (1.A):Contour Loading Rate (1.D) 750 GPD : ��GPD/ft= 150 ft G.Required Absorp[ion Bed Area=Design Flow(t.A)a Soil Loading Ra[e(1.B) 750 gpd= 0.60 GPD/ft'= 1250 ft' 2. BERM SIZING: A. Determine System Height=media height+�2"cover,divide by 12 inches per foot[o convert to feet �� f� t ( 12 inches =12 inches/ft = 1 2.0 ft B. De[ermine Upslope Berm Wid[h 1. Upslope Multiplier based on percent slope(see Table II) 2.62 2. On 5(opes>1%Upslope Width =Upslope Multiplier (2.B)X System Height (2.A) 2.62 X 2.0 ft = 5.2 ft 3. On Stopes<t%,Upstope Width=(0.5 X Absorption Bed Width(1.E))+5 ft (0.5 x 8.3 ft)+ 5ft = 9.2 ft 4. Choose B.2 or B.3 depending on slope 5,Z f� C. Determine Downslope Berm Width 1. Downslope Multiplier based on percent slope(see Table II) $,29 2. Downlsope Width=Downstope Muttiplier X System Height 8.29 X 2.0 ft = 16.6 ft 3• Absorption Bed Width+5 feet = 8.3 ft + 5 - 13.3 ft 4• On slopes>1%,Downslope Berm Wid[h equals greater of C.2 and C.3 = 16.6 ft 5. On slopes<1%,Downslope Berm Width equats 0.5 X Absorption Bed Wid[h+5 fee[ ( 0.5 x 8.3 ft + 5 ft = 9,2 ft 6� Choose C.4 or C.5 depending on slope: 16.6 {t H.fndslope Muldplier (uwatty 4.0) 4.00 I. Endslope Width =Ends(ope Multip(ier (2.H)X System Height (2.A) 4.00 X 2.0 ft = 8.0 ft J. System Width =The sum of the Upslope Width (2.C)+pownslope Width(2.G) (Minimum of 6 feet) 5.2 ft + 16.6 ft = 21,8 ft K.System Length=Sum of[he Endslope Width (2.I)+qbsorption Bed Leng[h (t.F)+Endslope Width (2.1) 8.0 ft + 150.0 ft + 8.0 ft = 166.0 ft Slt�pe M4tltipief Tdbie-4:1 Land Slope� 0 1 2 3 4 i 5 7 8 9 4a !1 12 41p.lespE katia 4.l70 3.65 3.70 3.b7� 3.�i5 3.33� 3.23 3_t2 3.t83 24i 2_86 2.7ffi T.70 Dow�lape Ratia �.Lt7 �.i7 i_35 �_54 i_7S �_tK� 5.26 ,.�E � 5_86 5.25 6.87 7.1� 7.d4 L. If using a registered product,enter the Component Length: ��in a 12 ��ft M.If using a registered product,enter the Componen[Width: ��in : 12 ��ft N.Number of Components per Row=Bed Length (t.F)divided by Componen[Length (2.L)(Round up) � ft> � ft = �-�components/row �J 0.Number of Rows=Bed Width (1.E)divided by Component Width (2.M)�Round up) Adjust Contour Loading Rate on Design Summary page until this number is a whole number �� ft + �� ft = �� rows p. Total Number of Components=Number oj Components per Row X Number of Rows � x C� _ �_�components lt3 c,� ��,� ' 3. AT-GRADE DIAAENSIONS: Upslope aD (2.C) 5.2 NEndslope Endslope (2.1) .._�-- ._.- ... .________.__ . . ... __._. ._ - _-.-_'__ '-' 2.1 8.0 �:s;;ena,sed:�i.e;.t.r� 8.3 150 8.0 3 Dovmsbpe �6.6 (2.G/ � Tocal Lengch j2.K) 166.0 4"inspection pipe Note: Loamy or sandy loam cover ma[ertal mus[cover media b" U slo e(2.C) 5•2 16.6 thick,and extend a[least 5' Downslo a�2.G� beyond dispersal bed(rock), �"��" � ��'��- plus an additional 6"of topsoit. --Dispersal�Sed(rocN) _.._._._ -'�o . ....... _[opsoil ._ . / :``�`_.................._._. ��3fi' �-.. ... � ....,...._ , .__..� .__._. '. i:� � :��, ...._......_..-._ 8.3 _ ......_...___ Absorption B�d Width�t.E� Note: For 0 to 1%slopes,Absoiption Width is measured from the Pi�e and divided equatty in both directions. For slopes>t�G,abso�ption Widthis measured downhiU from the Pioe. 4. APPROXIMATE VOLUME CALCULATtONS: If rock is used as the distribution media: A.Rock Area =Absorption Bed Length(1.F) X (Addi[ional rock upslope of lateral.Absorption Bed Width (1.E) ( 150.0 ft x ( 1.5 ft x 8.3 ft) = 1475.0 ftZ B. Rock Volume in Cubic Feet=Rock Areo (4.A)by Depth o(Medio(Rock) (1 foot)and divide by 2. 1475.0 ft'x t ft = 2 = 737.5 ft' C. Rock Volume in Cubic Yards=Volume in fubic Feet (4.B)divided by 27 737.5 ft3: 27 = 27.3 yd; D. Add20%forconstructability: 27,3 yd3 X �.� = 32,g yd3 E. Loamy or Sandy Loam Cover Materio(Volume: Volume in Cubic Feet=System Width(2.J)X System Length(2.K)X 1.5:2,minus rock volume(4.B) ( 21.8 ft X 166.0 ft x i.5 :2)• 737.5 ft' = 1976.6 ft' F. Loamy or Sandy Loam Cover Volume in Cubic Yards=Volume in Cubic Fee[ (4.E)divided by 27 1976.6 ft' : 27 = 73,2 yd' G.Add 20%for constructability: 73,2 yd3 x �,2 = g� g yd3 H.Topsoil Volume in Cubic Feet=System width(2.J)X System Length(2.K)x 0.5 21.8 ft x 166.0 ft x 0.5 = 1809.4 ft3 I. Topwil Votume in Cubic Yards=Volume in Cubic Feet (4.H)divided by 27 1809.4 ft': v = 67.0 yd; J. Add 20%for cons[ructability: 67.0 yd' x 1.2 = 80.4 yd3 5. Comments: ��a,� �Jr� OSTP Pressure Distribution 4� � �� UNIVERSITY � �`` v; "'��e��°"�tt�, Desi n Worksheet �� `z tr Control A enc � OF MINNESOTA �,`.,� ProjectlD: v 11.09.22 1. Setect Number of Perforated Laterals in system/zone: �� _------` �--- (2 feet is minimum and 3 feet is maximum spacing) ""��'tl1e°��",°�x �� .+` r �� _ . � . _ -I' `� 2. Select Perforation Spacing: 2.5 ft � '� " ' ' -'_' S��°��E� ' - �� -.. / perio�et r � - M �n u r� � .. �s sp.s�cxJ 3'a�aart�� t 2",0l ruak :77��. -. 3. Select Perforation Diameter Size 7/32 in _ .. . 4"�ot rock � . . . � 4. Length of Loterals =Media Bed Length -2 Feet. �e1*��a��"=;=�"y�,�-_� ,.- �r�to.a=,��=va�,,,y z �.,� 1 50 - 2ft = 14$ ft Perforation can not be closer then 1 foot from edge. 5� Determine the Number of Perforotion 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 Spoces = 148 ft - 2.5 ft = 59 Spaces 6. Number of Perforations per Laterol is equal to 1.0 plus the Number oj Perforotion Spaces (Line 5). Perforations Per Lateral = 59 Spaces + 1 = 60 Perfs. Per Lateral Check tab(e below to verify the number of perforations per latera!guarantees less than o 10%discharge voriation. The value is double if the a center manifo(d is used. Maximum Number of Ferforatio�s Per Later�l to Guarar�t�e�9�e DischargQ Variation �,l� Pertorahons 7/3?Inch Perfararians Ferfarat�on Spa�n$�F�tj Fipe Dieme#Er llnches) Ferfa.raEion Spacing Pipe Diameter(Inches) - � !�a 1ih 2 3 �Fe�#} i 1�a 1�i 7 3 � i4 13 i8 30 b{? 2 !1 i6 21 �4 68 2i"� $ 12 1G 2$ ,4 2I� 1Q 9� 20 32 64 � $ i� i� 25 52 3 9 14 ig 3Q 6Q 3f961nch Pa�ara#ions 9,��1r��'erfor�ti�ns Pipe daart�ter�l�,:hes� Ferfaration S Pi E?iame��r inches PerfwaE%on Spac�n�g(Feet) �"� � �, � # !'� iYz � 3 (Feet} t i� �y� 2 � 2 9� 1� ?� �� 8T 2 21 3a �4�# 74 44� 2�'� 12 97 24 �U 80 2Y4 2Q 30 4� b9 135 � 9� �� 2� 37 75 3 2i9 29 3$ 54 �28 7• Toto(Number of Perforations equals the Number of Perforations per Laterol (Line 6)multiplied by the Number of Perforated Laterals (Line 1). 60 Perf. Per Lateral X �Number of Perf. Laterals = 60 Total Number of Perf. 8. Catculate the Squore Feet per Perforation. Recommended va(ue is 4-10 ftz per perforotion. P•��•�o�r�� Does not app(y to At-Grades Parfor�tbn Dlametar H�ad(tq Bed Area = Bed Width(ft)X Bed Length (ft) �' �''° �'" ''' 1.0' O.1B 0.�1 0.56 0.74 1.5 0.22 0.71 0.69 0.9 10 ft X 150 ft = 1500 ft� 2O° o.� 0.59 0.� ,.o. 2.5 0.29 0.65 0.89 1.17 3.0 Q32 O.7y 0.98 1.28 Square Foot per Perforation =Bed Area divided by the Tota(Number of Perforations (Line 7). •.o 0.3� o.B3 ,.,3 1.47 5•0` O.N Q93 1.26 1.65 1500 ftZ - 60 rforations c C � ,f�� «�^�'^^�h 3/16 inch to 1/6 inch � 2J.� ft /perforations peRoratbns Dwelli�wi[h 1/8 irich peAora[io�s 9. SelectMinimumAverogeHead: 1.0 ft z+�� aherataMishmentsandMSTSwith3/16 imh to 1/4 inch pedoratiors 5 f�i a�er a[aDllshments anA MSTS wlc�ti6 inc� 10. Select Perforotion Discharge (GPM)based on Table IIi: 0.56 GPM per Perforation P�orations 11. Determine required F(ow Rate by multiplying the Tota(Number of Perforations (Line 7)by the Perjoration Discharge (Line 10). /,S�o� � � _ OSTP Pressure Distribution . UNIVERSITY ;�t�rh�� -t� Mir�nesotaPoltutiar� peS1�n W�r�($�Q�at p� j�jINNESOTA Y��'N� �� `-, Control A enc ��,,,q.�,, 60 Perforations X 0.56 GPM per Perforation = 34 GPM �'�'- �� 3� ��, _ �. OSTP Pressure Distribution D@Sl Il �l�/Ot'kSheet UrrlvERsiTY � Minnesota�Poilution �' s 4 J Contral A enc � OF MINNESOTA .��f� ��.;,� 12. Select Type of Manifotd Connection (End or Center): ❑end �center 13. Select Loteral Diameter: 2.00 in Table il Volume of Liquid in 14. Volume of Liquid Per Foot of Distribution Piping: 0.170 Gallons/ft piPe 15. Volume of Distribution Piping = �P� Liquid Diameter Per Fosat _ (Number of Perforoted Laterols (Line 1)X Length oj Laterals (Line 4)X (inches) (Gallons) (Volume of Liquid Per Foot of Distribution Piping (Line 14)] 1 Q.045 C� X 148 ft X 0.170 = 1.25 0.078 gal/ft 25.2 Gatlons 1.5 0.110 16. Minimum Dose=Volume of Distribution Piping (Line 15)X 4 2 0.170 3 0.380 25.2 gals X 4 = 100.6 Gallons 4 0.661 mani o P�Pe� ----- ------_ - Cleanouts � I `' � � i / i pipe from pump ,' Manifold pipe� � � � � � � lean outs ----_ , �, � ,� �Altemate location � of pipe from pump alternate location of i e from um Pi e from um . Comments/Special Design Considerations: l�7 d�- 3Z OSTP Basic Pump Selection Desi�n �"� �� UNIVERSITY " �� tVlinnesota Pollution WOrk$heet � �'� � '�>- "'� ControtA enc OF MINNESOTA ��.,� 1. PUMP CAPACITY Project ID: �� 9 ZZ Pumping to Gravity or Pressure Distribution: O�raviry �aressure Selection required 2 1. If pumping to gravity enter the gallon per minute of the pump: ��GPM (10-45 3Pm) 2. If pumping to a pressurized distribution system: 34.0 GPM (Line 11 of Pressure Distributian) o�treatment system 8 point of d�ischa�ge 2. HEAD REQUIREMENTS „� A. Elevation Dlfference 13 ft wv�y``"e�e`�� between pump and point of dischar e: n1e1 P�Pe --_--- - ,---- g - Eleva[ion% ff��--�� differerce B. Distnbution Head Loss: �ft __ c� � ti,._ i ---------------------------- ------------- C. Additional Head Loss: ��ft(due to special equipment,etc.) Tabte I.Friction Loss in Plastic Pipe per 100ft Distrib�tion Head Loss Gravity Distribution = oft Flow Rate Pi e Diameter(inches) (GPM) 1 1.25 1.5 2 Pressure Distribution based on Minimum Average Head 1p 9,9 3.1 1.3 0.3 Value on Pressure Distribution Worksheet: �2 12.8 4.3 1.8 0.4 Minimum Avera e Head Distribution Head Loss �4 17.0 5.7 2.4 0.6 �ft 5ft 16 21.8 7.3 3.0 0.7 2ft bft 18 9.1 3.8 0.9 5ft 1 Oft 20 11.1 4.6 1.t 25 16.8 6.9 1.7 D. 1.Supply Pipe Diameter: 2,0 in 30 23.5 9.7 2.4 35 12.9 3.2 2.Supply Pipe Length: 140 ft 40 16.5 4.1 E. Friction Loss in Plastic Pipe per t00ft from Table I: 45 20.5 5,0 50 6.1 Friction Loss= 2.99 ft per t00ft of pipe 55 7,3 60 8.6 F, Determine Equivotent Pipe Length from pump discharge to soil dispersal area discharge 65 10.0 point. Estimate by adding 25%to supply pipe length for fitting loss. Suppfy Pipe Length �p 11.4 (D.2) X 1.25=Equiva(ent Pipe Lenqth 75 13.0 140 ft X 1.25 = 175.0 ft 85 16.4 95 20.1 G. Calculate Supply Friction Loss by multiplying Friction Loss Pe�100ft (Line E)by the Equivalent Pipe Length (Line F)and divide by 100. Suppty Friction Loss= 2.99 ft per t00ft X 175.0 ft - 100 = 5.2 ft H• Totot Head requirement is the sum of the E(evation Difference (Line A),the Distribution Head Loss(Line B),Additional Head Loss(Line C),and the Supply Friction Loss(Line G ) 13.0 ft + 5.0 ft + 5.0 ft + 5.2 ft = 28.2 ft 3. PUMP SELECTION A pump must be setected to detiver at least 34 GPM(Line 1 or Line 2)with at least 29 feet of total head. Comments: �� o� .�� , OSTP Pump Tank Sizin�, Dosing and Float UNIVERSITY ;�n '�� '"'�`"`° MinnesotaPollution and Timer Setting Design Worksheet � �s. � Cantrol Agency OF MINNESOTA =``.�•.,,� DETERMINE AREA AND/OR GALLONS PER INCH Project ID: v 11.09.22 1. A. Rectangle area=Length(L)X Width(W) Width ��ft X �� ft = ��fiz B. Circle area=3.14�(3.14 X radius X radius) � � Length 3.14 X C�2 ft - ��fi2 �s C. Tank modet and manufacturer: CfeSt Radiu D. Get area from manufacturer ��ftZ E. Get gallons per inch from manufacturer 25.5 Gallons per inch 2. Calculate Gal(ons 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 faot the tank holds. Then divide that number by 12 to calculate the gallons per inch. (Area X 7.48 gattons/ft')/(12 in/ft)_ � ftZ X 7.48 gal/ft3 = 12 in/ft = 25.5 Gallons per inch TANK CAPACITY 3. Enter the Designed Pump Tank Copacity(minimum provided in the table): 1250 Gallons 4. Calculate Tota(Tonk Volume A. Depth from bottom of inlet pipe to tank bottom: 49.5 in B. Total Tank Vo(ume =Depth from bottom of inlet pipe (Line 4.A)X Gallons/Inch (Line 2) 49.5 in X 25.5 Gallons Per Inch = 1262.3 Gallons 5• Calcula[e Volume to Cover Pump (The inlet of the pump must be at least 4-inches from the bottom of the pump tank 8 2 inches of water covering the pump is recommended) � (Pump and btock height+2 inches)X Gallons Per Inch (1 D or 2) ( 15 in + 2 inches) X 25.5 Gallons Per Inch = 434 Gattons DOSING VOLUME 6. Minimum Pumpout Vo(ume -4 X Volume of Distribution Piping: 100.6 Galtons -Line 17 of the Pressure Distribution or Line 11 of Non-leve( 7. Calculate Maximum Pumpout Volume (25%of Design Flow) Design Flow: 750 GPD X 0.25 = 187,5 Gallons 8. Select a pumpout volume that meets both items above (Line 6&7): 188 Gallons 9. Calculate Doses Per Day =Design Flow=Dosing Volume �so gpd = 188 gat = 4.0 Doses Volume af Liquid in 10. Calculate Drainback: PiPe A. DiameterofSupplyPipe= C2�inches Plp2 Liquid -_J B. Leng[h of Supply Pipe= 140 feet Diameter Per Foot C. Vo(ume of Liquid Per Linea(Foot of Pipe = 0.170 Gallons/ft (i nches) �Cid��0115� D. Drainback =Length of Suppl y Pipe X Volume of Liquid Per Linea(Foot of Pipe � 0.045 140 ft X 0.170 gal/ft = 23.8 Galtons 1.25 0.078 11. Tota(Dosing Volume =Dosing Volume (Line 8)plus Drainback (Line 10.D) �.5 0.110 188 ga� + 23.8 gal= 212 Gatlons 2 0.170 12. Minimum Alarm Yolume=Depth of alarm(2 or 3 inches)X gallons per inch of tank(Line 1 or 2) 3 0.380 C�in X 25.50 gal/in = 76.5 �allons 4 0.661 `1`�' eF- �3� �, OSTP Pump Tank Sizing, Dosin� and Float MinnesotaPollution an(� Tlmer $ettlllff,� �@Sl�ll �/Of�CS�I@@t UMVERSITY ,r�r��r�� >' � Controi Agency OF MINNESOTA �,\,,,; TIMER or DEMAND FLOAT SETTINGS Select Timer or Demand Dosing: O Timer OO Demand Dose A. Timer Settings 13. Required F(ow Rate: A. From Design(Line 11 of Pressure Distribution or Line 10 of Non-Level"): � GPM "Note: This va(ue must be B. Or catcutated:GPM=Change in Depth(in)x Gallons Per Inch(Line 1 or 2)/Time Interval in Minutes adjusted after jield measurement& in X�gal/in:��min=�� GPM calculotion. 14. Choose a Flow Rate from Line 13.A or 13.B above. �� GPM 15. Calcutate TIMER ON setting: Tota!Dosing Volume(Line 11)/GPM(Line 14) �gdl :�gPm =��Minutes ON 16. Calculate TIMER OFF setting: Minutes Per Day(1440)/Doses Per Day(Line 9)- Minutes On(Line 15) 1440 min ; �doses/day - �min = C�Minutes OFF 17. Pump Off Float-Measuring from bottom of tank: Distance to set Pump Off Float=Gallons to Cover Pump(Line 5)/Ga!(ons Per Inch(Line 1 or 2): ��gal =�gal/in = �incnes 18. Atarm Float-Measuring from bottom of tank: Distance to set Alarm Float=Tank Depth(4A)X 90q oJ Tank Depth � in X 0.90= ��n B. DEMAND DOSE FLOAT SETTINGS 18. Catcutate Ftoat Separation Distance using Dosing Volume. Tota(Dosing Vo(ume(Line 12)/Gallons Per Inch(Line 2) 212 gal: 25.5 gallin= 8.3 Inches 19. Measuring from bottom of tank: A. Distance to set Pump Off Float=Pump Height +Biock Height (Line 5)+q�Qrm Depth (Line 12) �5 �� * � in = 18 Inches B. Distance to set Pump On Float=Distance to Set Pump-OfJ Floot(Line 19.A)+Float Separation Distance(line 18) �$ in * $.3 in = 26 Inches C. Distance to set Afarm Float =Distance to set Pump-On Float (19.6)+A(arm Depth (2-3 inches) 26 in+ 3.0 in = 29 inches FLOAT SETTINGS DEMAND DOSING TIMED DOSING Alarm Depth 29 in Alarm Depth in Pump On 2f� in 77 Gal Pump Off �$ in 211.8 Gdl Pump Off in 459 Gal � � �3� UNIVERSITY � _ OSTP Soil Observation Log � �..,.� OF MINNESOTA Project �D: v ��.09.22 � � � �� . �� Client/ Address: Peter Eckerline Legal Description/ GPS: Same � Soil parent material(s): (Check all that apply) ❑ Outwash ❑Lacustrine ❑ Loess �Till �Alluvium ❑Bedrock ❑Organic Matter Landscape Position: (check one) ❑Summit �Shoulder �Back/Side Slope � Foot Slope ❑Toe Slope Slope shape linear/convex Vegetation Trees and grasses Soil survey map units L22D2 Slope% 14.0 Elevation: 101.9 Weather Conditions/Time of Day: afternoon, partly cloudy Date 04/27/12 Observation#/Location: 62 Observation Type: ❑� Auger ❑ Probe ❑ Pit Depth (in) Texture Rock Matrix Color(s) Mottte Color(s) Redox Kind(s) Indicator(s) �'"'"'""'Structure-----------I Frag. % Shape Grade Consistence I I '� , � 0•14 � Loam ' 0-15% ', 10yr 3/1 I Granular ', Moderate I Friable i i _ _ _ -�-- ! _� _ _ _. _ � ! _ - --- --- I ---------- --- _ Block , Moderate _ , I --I I I 14-18 � Clay Loam � 0-15% � 10yr 3/3 I y Firm � I - -- �---__ � r � � ; I _ -- - - . _ - - i __�_ - ---------- — _ i -____ _ � ___ __ 18-26 ��I� Clay Loam ��' 0-15% ; 10yr 4/4 ' � gtocky '� Moderate �� Firm - - - _I-- ___-- I I I i _ � ---- 1 ___ -_ _ I 1 _ _ __ __ _-- __ � __ _ _____ __ �-- ----- _ _ _ _ __ _ --- - -- , i I -1--- - 26-48 I Loam 0-15% I! 10 r 5/4 � � �q�2 Concentrations, I ! ' i I y �Y ; S1 � Blocky Moderate Friable . � _ _ __ � -_I__ -------____ -I depletions i ' I� ; i _ _ _ i_ _ i __ _ __ , � _ _ __ _, __ _ ' _ _-1 _ _ _- _ -- __ __ _ I _ _ _ . _ __ __ �-------- --- ------_------ �I ---- --- ------- --- � - -------- - _ _ _ _ i � � I I � ' � I i I 4 Comments Mottled at 38" � � I hereby certify that I have completed this work in acc an with all applicable ordinances, rules and laws. y`' George's Exc/Dale Denn DCI L3368/C3226 4/27/2012 (Designer) (Signature) -- (License#) (Date) Additional Soit Observation Logs A�� \ � � ;�� ., ,; Project ID: �-. . �;.�:v .� ::��;:.�..�.�,°;: Client/ Address: 2555 Fox Steet, Orono Legal Description/ GPS: Soil parent material(s): (Check all that apply) ❑Outwash ❑ Lacustrine ❑ Loess �Titl �Alluvium ❑ Bedrock ❑Organic Matter Landscape Position: (check one) ❑Summit ❑Shoulder ❑� Back/Side Slope ❑ Foot Slope ❑Toe Slope Slope shape Linear Vegetation Native Grasses Soil survey map units L22D2 Slope% 15.0 Elevation: 108.2 Weather Conditions/Time of Day: afternoon, partly cloudy Date 04/27/12 Observation #/Location: 65 Observation Type: �Auger ❑ Probe ❑Pit Depth (in) Texture Rock Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �""""Structure-----------I Frag. % Shape Grade Consistence 0-14 Loam � 0-15% � 10yr 3/1 ' � � Granular Moderate ! Friable , _1 _ i - - � ._ _ j . _ ' _a i __ __ _ .._ _ _ _ __ _ __ _ - - 14-18 Clay Loam 0-15% ' 10yr 3/3 _ I i Blocky Moderate Firm __--- -- ___ � - - ---- ---- � - --- �� - , -� --__ __ - - -- -- 18-28 I Clay Loam ', 0-15% ' 10yr 4/4 i �I Blocky Moderate Firm - - --- ---_—___ -� __ _ ! _- ---- __ -'i- __ _ _ j __--- i __--__ _ __ ___ ___ ___ __ 28-48 � Loam 0-15% � 10yr 5/4 , 10yr 4/2 Concentrafions, I S1 � Blocky Moderate � Friable __ +___ -_ __ � _ _ � __ _ _ __ j__ _ _ _ _ _� _- p -- --�_-- _ i _ ,_ _- _ _ _ _ _ -� - - - -- _ e letions , ' � � �� _--- � � � , _ _ _ �-�- _ - - ,---- -- -- - ----- - ------ --- -- - - � . ' � � -- --- ,_. � � Comments Mottled at 44" Observation #/Location: B6 Observation Type: Auger Depth (in) Texture Rock Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �""""Structure-----------I Frag. % Shape Grade Consistence 0-11 � Loam i 0-15% I 10yr 3/1 i � Granular ,I Moderate i Friable . __ __ _� . -_ _..__- _- _-- � _ _ ___ -- _. _-__�_ 11-16 �� Clay Loam y 0-15% I, 10yr 3/3 � i Blocky I Moderate i Firm -_ _ ,_ I - - - -- ---- - � - - -__ -- ---- i ---- 16-26 j Clay Loam 0-15% i 10yr 4/4 � �oncentrations � ,I B�ocky i Moderate Firm - _ _ _ _. - � - ' - -_ � 26-54 Silt Loam I, 0-15% � 10yr 5/4 10yr 4/2 • S1 � Blocky Moderate Friabte _ � _ --- __ depletions- ---___ � Q _.- - -- II _ _ _ _ _ _. - - � __ I _ �, _ � � — a � _— _ _ �_ _ _ ' . I _— —� — —__ _. , , .. __ ;__ _ _ __ _ _ Y.., ' _ _ _ , I ! , ' , Comments Mottled at 46" UNIVERSITY OSTP Soil Observation Lo �� OF MINNESOTA g �' ``�� ` -�_'' Project ID: v 11.09.22 �� .��; . Client/ Address: 2555 Fox Street, Orono Legal Description/ GPS: 5ame y Soil parent material(s): (Check all that apply) ❑Outwash ❑ Lacustrine ❑ Loess ❑r Till ❑Alluvium ❑ Bedrock ❑Organic Matter Landscape Position: (check one) ❑Summit �Shoulder � Back/Side Slope � Foot Slope ❑Toe Slope Slope shape Convex Vegetation Trees and native grasses Soil survey map units L22C2 Slope3� 12.0 Elevation: Weather Conditions/Time of Day: Date Observation#/Location: 67 Observation Type: ❑O Auger ❑ Probe ❑Pit Depth (in) Texture ROCk Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �""""' Structure-----------I Frag. % Shape Grade Consistence � i � ' I ! ' � 0-13 i Loam I� 0-15% � 10yr 3/1 i Granular �, Moderate Friable j , I ' i _ _ _ _ _ __ -� - __ ---_ ___ ; —------ ---- — - - - — _ ___ - � � _ 13-17 �! Clay Loam ,i 0-15% 10yr 3/2 i� Blocky Moderate ' Firm � � , j i I --__ __ ;__ a-_ � . -- - , 1 _ --- --- - , - - -------- 17-28 , Clay Loam i 0-15% ,' 10yr 4/4 ' � Blocky ' Moderate ! Firm ___ I __ __ i _ __- - _-_. � ---_ —---- --- _-----j----- ---- J �I --- -- _i _ ,- ,____ i i __ _ 28-50 II Silt Loam � 0-15% I 10yr 5/4 I 10 r 4/2 � Concentrations, � i I Y depletions � - B�ocky Moderate �� Friable 51 i , , - - { _ ___ __ I____ � ; - _ _- - � i _ _------_i _ _ _ __ , � I__ ___ I ----- ----- -----__ ____, __ __ ' i , I � � I i � �,; Comments Mottled at 44" � I hereby certify that I have completed this work in accordan wit all applicable ordinances, rufes and laws. t' � George's Exc/Dale Denn DCI L3368/C3226 4/27/2012 Q-' (Designer) ¢ (Signature) (License#) (Date) Additionat Soil Observation Logs \\` � �� 4 � Project ID: � . �� ,�.� ��'"= �,"; w E ti-",�.`�.w: Client/ Address: 2555 Fox Street, Orono Legal Description/ GPS: � Soil parent material(s): (Check alt that apply) Landscape Position: (check one) Slope shape Vegetation trees and grasses Soil survey map units L22D2 Slope% 15.0 Elevation: 94.5 Weather Conditions/Time of Day: afternoon, partly cloudy Date 04/27/12 Observation #/Location: 610 Observation Type: ❑Auger ❑ Probe ❑ Pit Depth (in) Texture Rock �trix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �"""" Structure-----------I Frag. % Shape Grade Consistence 0-10 I Loam ' 0-15% ', 10yr 3/1 ! , ' Granular , Moderate Friable -_ ; - . ! _ _ - - _ _ --__ _ �_ _- _ __ I _ _� _ __ , __ __ ,_ _ __ 10-14 � Ctay Loam 0-15% 1 10yr 3/2 I I ', Blocky Moderate � Firm __ — - - -_- t _____ . __ -Block_ _ � _ _- --____-- - — _ I, _ __ __ �- __ -- -- - _ 14-24 Clay Loam 0-15% � 10yr 4/4 i I y I Moderate i Firm --- �------ I ___ _ _- ----- -� --__ � _:__ _i - -- __ __ - -- �----- ---- �___- - - _. __ --- 24-48 j Loam I 0-15% � 10yr 5/4 1 r 4/2 i Concentrations, r �Y S1 ! Blocky � Moderate � Friable _ - - -- -- - depletions_ ___ - -- - _ _ _-_ _ _:_ . --- - --- - : - i _ _ - __ _ _ _-- - __ , _ _ __ , i ; � ____ i -- -------� -�---— -- --- __ _-- __ I ' � �- __ _--- _--------- �-- _ __� __ . �------ ---- --�------- _ -J --- Comments�ttled at 44" Observation#/Location: Observation Type: Depth (in) Texture Rock �trix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �"""" Structure-----------I Frag. % Shape Grade Consistence I i , � � - - _- ' � � � � - -- � ---- _- __,I - _ -- 1 __ _------ .- ------ _ _ _ _ _ __ __ _______ _ �_ , __ __ _- --- - - � ' __--- � - ---_ � - -- -- ----- ------- ------ - -__ _ -- _ _-_ , ; � � -- ---�_-------------- - ---- -- 1 -- - - I-------- - -- --- -----_-- ----- -___ -- � __ __ ----- -- _ w - ----i- ---___ _____ - ---_ _ _ --- _ --- - -- __ _ ___ --- - - -1-- __ - ; _ -- � I � � i � !� - - ' ' ' ! Comments • UNIVERSITY ��v +�� OSTP Percolat�on Data Sheet .� t� �� t OF MINNESOTA � �`��k� �.'�.;�' 1, Contact Information Project ID: v 11.09.22 Property Owner/Ctient: Peter Eckertine Address: 2555 Fox Street, Orono enera erco ation n ormat�on Diameter 8 in Date prepared and/or soaked: 4/27/12 Method of scratching sidewall: Nails in board Is pre-soak requiredk? Yes `Not required in sondy soils Soak' start time: 1:20 PM Soak`end time: 5:40 PM 4:20 hrs of soak Method to maintain 12 in of water during soak bin and si hon hose erco ation est ata Test hote: #1 Location: Date reading taken: 4/28/12 �levation: Starting time: 12:20 PM Depth'*: 12 inches Soil texture descri tion: Depth (in) Soil Texture " 12 inches for mounds&at-grades, 0-12 ,loam _ i depth of absorption areo for trenches & --- -- - __ _ _ __,.__ _, beds _ _ _ - __ __ �: _ _ _ ___ _ , Reading Start Time End Time 'Start Reading', End Reading ! Perc rate % Difference (in) �� (in) � (mpi) ' Last 3 Rates i Pass 1 12:20 PM 12:50 PM 8.00 } -6.40_ 18 J ' NA � NA __ 2 - -12:53 PM - - 1:20 PM __8.00 -- 6.50 � __18 0 --_ � -_ NA-- -I —NA--- 3 1:25 PM 1:58 PM --8.00 - ; - 6.30- -t-- 19.4-- .T---7.3 Yes- -- - - -- __- --- 4 r - . __t _-- — fi-----_�— -- ' _ _ _,___ - - _. _ ---- _ __ ,-____ . - --- ----- _ —�-- - - - -----------T- - ---T— -- — - - �------ -- ,� ---- i ---- Chosen Percolation Rate for Test Hole#1 19.0 mpi Additional percotation test data may be inctuded on attached pages Design Percolation Rate (maximum of al( tests) = 22.00 mpi I hereby certify that I have completed this or "accordance with all applicable ordinances, rules and laws. eorge's Exc/Dale Denn DCI ` L3368/C3226 04/27/12 (Desi ner) (Si nature) License# Date as-a�� 32. Additional Percolation Data uN�vERsITY �� OF MINNESOTA � „ �"°� �� Project ID: Test hote: #2 Location: 4/28/12 Starting time: 12:25 PM Depth*": ��inches Soit texture descri tion: "` 12 in. for mounds &at-grades, Depth (in) Soil Texture depth of absorption area for trenches 0-12 Loam ond beds ---__ ___--- -- ------; Reading Start Time End Time Start Readingl End Reading Perc rate ; % Difference �n) �n) m i Last 3 Rates Pass 1 12:25 PM 12:50 PM 8.00 6.30 ' 14.7 NA � NA __ - - -- . _ 2 12:55 PM 1:23 PM 8.00 ' - 6.15-- '- - 15.1 -� NA-- - NA - -- r- _ _ ____ �- - - -- - ---- -------- --- 3 1:27 PM 1:55 PM 8.00 ', 6.20 ! 15.6 � 5.5 I Yes _ _ _ _ _ _ _ - - ----�- 4 ---- - _ _ _ ._ _- __ , —;- - - - ---_ - -----�-- � - --- ------- � �----- T---- _ � ---- _ _ __ _ __ : - _- - - - - -- - ---�---- .__ _- - -- a --- - -- __ _ � � Chosen Percolation Rate for Test Hole#2 15.0 mpi � Test hole: #3 Location: Date reading taken: 4/28/12 Etevation: Starting time: 12:30 PM Depth#': �inches "* 12 in. for mounds &at-qrades, Soil texture description: depth of absorption area for trenches Depth (in) Soil Texture and beds 0-12 Loam _- - ---------,--- --------- Reading Start Time End Time Start Readingi End Reading ; Perc rate � % Difference ', �� (�n) � (in) ' (mpi) � Last 3 Rates ; Pass 1 12:30 PM ' 12:52 PM ' 8.00 � 7.00_ 22.0 NA NA - __ _ _ - - ,-- - r-- -- --_T__ _-- 2 12:58 PM r. . 1:29 PM 8.00 6.50 ! 20J ! NA �-- NA - - __ - � - - �---- --- � 3 1:35 PM ' 2 05 PM 8.00 6.65 22.2 -- - - - --- -- --- _ ___ -- � 7.0 Yes 4 -__--�__ ___ _1---_-- ' - - --- _- --,-. -- - - --- --4---- --- ' . , --- �---- - � ____- -- - -- -- - '-;----- � - _----�- -- �--- --- -- - - � - ---- � ---T- ___ r - - ---- i -- --- � - __ __-- ---- i -_ ----- � _-- �-------�----- i - - -_.. _ - - i Chosen Percolation Rate for Test Hole#3 22.0 m i .�k o� 32- � UNI�ERSITY SepticSystemManagementPlan �„,�',� � � � �� for Above Grade Systems =��3�� OF MINNESOTA �� .�� -��.r��. �� Professional Management Tasks These are the operation and maintenance activities thai a pumper/maintainer performs to help ensure long-term performance of your system. Professionals should refer to the O/M Manual for detailed checklists for tanks,pumps, alarms and other components. Ca11800-322-8642 for more details. • Written record provided to homeowner after each visit. Plumbing/Source of Wastewater • Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in water use and the impact those changes may have on the septic system. • Review water usage rates(if available)with homeowner. Septic Tank/Pump Tanks • Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser cover for frost protection. • Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaning,or there may be ponding in the drainfield.) • Inspection pipes. Replace damaged caps. • Buffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. • Alurm. Verify that the alarm works. • Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump • Pump and controls. Check to make sure the pump and controls are operating correctly. • Pump vault. Check to make sure it is in place;clean per manufacturer recommendations. • Alarm. Verify that the alarm works. • Drainback. Check to make sure it is operating properly. • Event counter or run time. Check to see if there is an event counter or run time log for the pump. If there is one, calculate the water usage rate and compare to the anticipated average daily flow listed on Page 2. Soil Treatment Area • Inspection pipes. Check to make sure they are properly capped.Replace caps that are damaged. • Surfpcing of effluent. Check for surfaced effluent or other signs of problems. • Lateral flushing. Check lateral distribution; if cleanouts exist,flush and clean as needed. • Ponding. Check for ponding. Excessive ponding in at-grade and mound beds indicates problems. All other components—inspect as listed here: Squirt height apperatus: Check squirt height for even heights with pump running every 3 years. Adjust gate valve as necessary to get even squirt heights. -4 - �� G��ca� �� AT TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDUIED 5-2�1 2. � PERMIT NO. COMPLETED ADDRESS o�SSS 1��S� OWNER TELEPHONE NO. ��Z --3�4- 7�� CONTRACTOR ��-Q - G��'�'J ��-� � DESCRIPTION v�� I/�� C�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREM/ETLANDS � ❑ 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 _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J �O ` ` /� r > /� �� V C-! � �% G�- �"�T D ��L �J / , r L• 1/1, ° � A C� �C�� ' �- W � Q � n,�,n�" � . �� r' � � L � _ �J �r �-' P �" �.� �� w j � �- �"� � �a � S�5 �-�� a W ❑WORK SATiSFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. r�- pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALI INSPECTOR �� CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� Z49-4600 Owner/Contractor on site: � � Inspector. � ,. � _ � White CoNylmspector's File Canary CopylSite Notice �� J'� � DAT TIME � CITY OF ORONO CALLED IN 7 �� INSPECTION NOTICE r SCHEDULED �� 3U PERMIT NO. `��'�' -�U��lt� COMPLETED ADDRESS "�' L>>c� � �� X �� OWNER TELEP�IONE N �' �`� �3�0 �- � CONTRACTOR ��`��\r� �S j�C°✓ >; DESCRIPTION �'' �� S L',(�� l C_ � ❑ FOOTING ❑ PLUIbIBING FINAL ❑ EXCAV/GRADING/FtLLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE�NSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � � PLUMBING RI ❑ SEP.T C FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTHACTOR TO MEET YOU:.�YES_NO � COMMENTS: � W a O � � � i � � � � � � ,�.: � �- 0 � W � Q � Z W � � �i ' � . d � ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE W ❑CORRECT WORK R PROCEED ❑ I SUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN n CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �952� Z49-4600 Owner/Contractor on site: Inspector. � , � White Copyllnspector's File Canary CopylSite Notice