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Home My WebLink About2006-P10166 - septic system �A PERMIT �ITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p1o166 Crystal Bay, Minnesota 55323 Permit Type: (952) 249-4600 Septic Date Issued: 8/28/2006 SITE ADDRESS: 280 Big Island Unit# Excelsior,MN 55331 PID: 23-117-23-32-0023 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Hagberg Exc. OWNER: Richard Parsons 'Q`^c " ^'P o�T`�' ��j/� 4424 82nd Street W �� 4��'��- Bloomington,MN 55437 ' Pri�c�a,,` y537/ THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. � C��G�� APPLICANT PER [TE IGNATURE SSUED BY S[GNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 �. � �� /-f�o�� . fp''",�A� �—/—D� � ' �`/Do � CITY OF ORONO SEPTIC SYSTEM PERMTT APPLICATION Box 66 (2750 Kelley Parkway} Crystal Bay,Mn 55323 JOB SITE ADDRESS Z�d (3<< ��u^� Occupancy Type: Residential_�_ Commercial Other Permit Type: New or Replacement System $100.00 �' Repair Existing System $ 50.00 (Tanks or Dz•ainfieid) $0.50 State sui�chai�ge added to above fees * See fee schedule for non-i�esidentill permit fees O�mer's l�Tame: ��,� c�rs o� _ Phone Number: Nlailing Address: —��5 �s�cr.ca City: o2,d,,,� Zip: M�v Conti•letor's Name: f�s.Gerc �,�E. Phone Number: ��3- ?g c, �/o i� Mailing Address: 3�i�iS � ivGc..e s-}- City: ,•n �dn Zip: �S 3 � / *** DO NOT I�IA�,I'A-YiVl�I+1'I'Zi�'Y�'H THIS AI'PLi��TIal>1*"��" GENER.A.L INSTKUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holdinj a Minnesota Pollution Control A�ency(NIPCA) Septic System Installers License. 3, All work must be done in accordance with the approved septic system desi�n. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. � 4. The followin� inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and jeneral contractor. B. Tank installation prior to coverinj. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rou�h up but prior to sand placement (sand will be jar tested for silt content), and again durin� pressure distribution pipin� installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (�vhere required) components are iunctional and coinpiy with codes. �. Individual holdin��IPCAInstallers License sha11 be present during all inspections. :'�24-hoe�y� �aotice is reguii�ed fo�• a�l inspections. .� NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check aIl appropriate boxes.�. � l. I have received a copy of the system desi�n includin� the City of Orono Septic System Approval Cover Sheet. 2. I will be installin�the following: A. Tanks: Precast Concrete �Other Manufacturer ar�z<rs, Tank Capacities: 1) /�Oo gal. 2) <aoa ''a� 3) gal B. Pump Station (if required) Pump make& model t��r�o �Ja��' (attach pump curve& literature); system design requi s .�"Z gpm at �d •� �feet of head. High water alarm make &model _T.,,s;� /'��--�--�- . Outside electrical work to be completed by installer_�electrician_�other. C. Treatment System: Trenches: l� s.f. Mound Depth of rock below pipe " Rock bed dimensions /a ' x �° ' ��`'�'""'" Drop Boxes Sand bed dimensions ' Y ' Distribution Box Pressure Dist. Pipe Diam. 2 " Manifold Pipe Diam. 2 " D. Final Cover/Topsoil to be: G _�Z� 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, a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State of Nlinnesota,and certifies that all statements made on this application are complete,true and correct. SignatureofApplicant (!� Date: � 2G- �-6 MPCA License No. ZC ?7 -------------------------------------------------------------------------------------------------------------------------- Staf',Fl�ev�e�ti•: �p��'ova9 V Denial Reviewer: �l�,,�� /�� Date: �`� - CG (p �easo� far �eni�Y: • � � . ADDENDUM NO.1 TO SPECIFICATIONS FOR ONSITE WASTEWATER TREATMENT SYSTEM 280 BIG ISLAND CITY OF ORONO,MINNESOTA ` �� June 26, 2006 C � � '� �� From: ``- � ��rw��r Eco Systems Engineering J �� 333 East Main St. , � �" x� Elk River, MN 55330 - � f 1 �� ,� ��,� � 1 ( � �aw�aam�a�r�ewt�r+iM�wMIM► � \9 /'. �8t'�1�tt�f#'�►1i�IRAit AL��Mii \ U\. To Whom It May Concern: �� The following changes, deletions, additions and/or clarifications shall be made to the Design Plan and Specifications: A. Deletions- l. The Plans and Specs for the OWS dated November 16, 2002. B. Additions - 1. (1) 1,000 gallon fiberglass dose tank has been addeded. 2. (1) Orenco Systems PV57-1819 BioTube Pump Vault has been added. 3. (1)Orenco Systems turbine pump model P500312 has been added. 4. (3) Orenco Systems FL24I-2, 24"dia fiberglass lids with 2"of insulation has been added. 5. (1) Orenco Systems SBEX-4 external splice box has been added. 6. (1) Orenco Systems S l, Simplex Control Panel has added. 7. See Plan View and Deta.il Sheeet dated June 26, 2006 for changes and additions. page 1 of 2 ' � Any questions about the specifications of the treatment system should directed to the designer before construction. Any proposed changes to the treatment system from what is called for in the design must receive written approval from the designer before construction begins. �__O ��(,.�_ Kevin J. Kloeppner Eco Systems Engineering MPCA License #208 Certification Of Receipt Owner: Rick Parsons Project: Onsite Wastewater Treatment Systern 280 Big Island, City of Orono, MN Addendum No.l On behalf of (Planholder Name- Type/Print) I hereby acknowledge receipt of the above referenced addendum by fax transmission. (Sign Name) (Date) (Print/Type Name) Please return signed copy of this acknowledgment immediately upon receipt to Eco Systems Engineering, Inc. Fax Number: 763-441-9176 and to the City of Orono. page 2of 2 �� , . Pump Selection for a Pressurized System �`� � � � Input Parameters � Orifice Size 3/16 inches Residual Head at Last Orifice 2.00 feet 300 Effluent Pumps Orenco Systerr Orifice Spacing 3.00 feet P30 Seri� Incorporated Number of Laterals per Cell 3 1/2 h to 1-1/2 hp i Lateral Length 58.0 feet 270 Lateral Line Size 2.00 inches 814AIRWAYAVENUE Lateral Pipe Class/Schedule 40 P3015 SUTHERLIN,ORE60N Distributing Valve Model None 240 97479 Manifold Length 20.0 feet Manifold Line Size 2.00 inches Manifold Pipe Class/Schedule 40 TOLL FREE: Lift to Manffold 5.0 feet 21� Transport length 25.0 feet �j (8001348•9&13 v- Transport Line Size 2.00 inches � Transport Pipe Class/Schedule 40 0 �gp P3010 Discharge Assembly Size 2.00 inches ~ TELEPHONE: Flow Meter None inches � � 15411459-4449 'Add-on'Friction Losses 0.0 feet � 150 P3007 Calculations � FACSIMILE: Minimum Flow Rate per Orifice 0.62 gpm � Number of Orifices per Zone 60 � 120 ('4��459-2�4 Total Actual Flow Rate 37.1 gpm � P3005 Number of Lines per Zone 3 E"� www.arenco.com %Flow Differential 1 st and Last Orifice 1.5 % 90 Lift to Manifold 5.0 feet Residual Head at Last Orifice 2.00 feet Head Loss in Laterals 0.1 feet 60 Head Loss Through Distributing Valve 0.0 feet Head Loss in Manifold 0.1 feet Head Loss in Transport Pipe 0.6 feet Head Loss Through Discharge 2.8 feet 30 Head Loss Through Flow Meter 0.0 feet 'Add-on'Fric6on Losses 0.0 feet "' 0 Total Flow Rate 37.1 gpm o �0 2o so ao TDH 10.5 feet Net Discharge, gpm , �-- _ _ � 333 East Main Street I� PO.Box 388 I � Elk River, MN 55330 I (763)441-7509 ,��:..r r:. ' ��;;SYSTEMS,�� "' (800)554-7509 Fax:(763)441-9176 Eco svsrEMs ENGiNeERwG.irvic e-mail:h2olab@Ikdllink.net LOG OF SO1L BORINGS Last name: PARSONS File number: S02K013 First name: RICHARD Address: 4424 W 82ND ST City: BLOOMINGTON Zipcode: 55437 County: Legal: 280 B4G ISLAND, CITY OF ORONO, MN Auger type: 3" OPEN BUCKET BORING/TEST PIT#: 3 Seasonal water table: NOT OBSERVED Water table: NOT OBSERVED 00-06"-VERY DARK BROWN{1 QYR 2/2)FINE SANDY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSiSTANCE 06-12"-OLIVE BROWN(2.5Y 4/4)FINE SANDY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSISTANCE 12-38"- DARK YELLOWISH BROWN(1 OYR 4/4) SANDY CLAY LOAM;MODERATE MEDtUM SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTANCE 38-60"-LIGHT OLIVE BROWN(2.5Y 5/4)CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STF2UCTURE;FRIABLE CONSISTANCE;LIGHT BROWNISH GRAY(10YR 6/2)SAND CORTINGS ON FACE OF PEDS THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS MOTTLING. REDUCTIONS ARE GRAY COLORS;CONCENTRATIONS ARE RED,BROWPi,OR YELLOW COLORS. .� ��7"'^'__""_' C mo pa�tiy License#208 Date completed: 6/10/2004 Soii borings performed by: KEVIN J. KLOEPPNER 333 East Main Street � P.O.Box 388 �� Elk River, MN 55330 ! (763)441-7509 i=r=~ ' �� SYSTEMS� � (800)554-7509 Fax:(763)441-9176 Eco svsrErv�s ErvGwEERiNG.iNc e-mail:h2olab@Ikdllink.net LOG OF SOIL BORINGS Last name: PARSONS File number: S02K013 First name: RICHARD Address: 4424 W 82ND ST City: BLOOMINGTON Zipcode: 55437 County: Legai: 280 BIG ISLAND, CITY OF ORONO, MN Auger type: 3"OPEN BUCKET 80RING/TEST PIT#: 4 Seasonal water table: 40" Water table: N07 OBSERVED 00-06"-VERY DRRK BROWN(10YR?J2)FINE SANDY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSISTANCE 06-14"-OLIVE BROWN(2.5Y 4/4)FINE SANDY LOAM;WEAK FfNE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSISTANCE 14-40"- DARK YELLOWISH BROWN(10YR 4/4) SANDY CLAY LOf1M;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTANCE 40-54"-LIGHT OLIVE BROWN(2.5Y 5/4)CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSiSTANCE;LIGHT BROWNfSH GRAY(10YR 6/2)SAND COATINGS ON FACE OF PEDS;MANY, FINE,DISTINCT 10YR 6/2 FE DEPLETIONS;MANY,FINE,PROMINEfVT 5YR 4/6 FE CONCENTRATIONS 54-60"-LIGHT OLIVE BROWN(2.5Y 5/4)CLAY IOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONStSTANCE;LIGHT BROWNISH GRAY(10YR 6/2)SAND COATINGS ON FACE OF PEDS;NO FE CONCENTRATIONS OR DEPLETIONS THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANCiES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS MOTiLING. REDUCTIONS ARE GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. � �,':--' Com ny License#208 Date completed: 6/10/2�04 Soil borings performed by: KEVIN J. KLOEPPNER � • � ' ' ' DETAIL SHEET SCALE � ONSITE WASTEWATER TREATMENT SYSTEM 1" = 20' � I _ � I 48' " . � ! I PROPOSED 1 � _ I , I � 2—BEDROOM � p 1 p CABIN c� I � , ; I � I 32' ; I � � 1500 GALLON FIBERGLASS � I SEPTlC TANK WITH K`� ORENCO EFFUENT FILTER � � ,`�" - ��' M,� I � � „ I 4 Sc 40 Pvc� I I �� I = i a 0 � � � �' � � �� ~� _ /� �� '�� ro - I � � \ �� I QQ� � �~ � I ( � -�#2 I -- — � � � � ��• ry �ry �. �`�� - �� I EXISTING ELEVATIONS �09.52� IBENCH MARK=950.89 (TOP OF IRON NORTH PROPERTY LINE/SURVEY LINE) ISOIL BORING #1=948.0 .SOIL BORING #2=914.8 �ROPOSED ELEVATIONS TOP OF BLOCK=952.4 INVERT OF BUILDING SEWER=949.50 INVERT OF SEPTIC TANK=949.30 ' �PREPARm BY: �� REOUESTED BY: ECp SYSTEMS Q�GW�RING 280 BIG ISLAND RICHARD PARSONS I� � '''''''" ��T ORONO, MN PACE: �_ OF �_ EUC RNER,YN 36330 a�ruw�w�w�v us�s��a�a s�r a as�r�.�I�s OATE I I/I$/�2 I 11/22/02 � Page 1 INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET Flow Estimated GPD = 300 gailons � Septic Tank Volume = 1500 gailons C. SOILS - Depth to restricting layer= 66 inches Maximum depth of system (�C1-3ft) = 30 inches Percolation rate = 30 mpi Soil Sizing Factor = 2.20 sq.ft./gpd Land slope = 16 % DRAINFIELD REQUIREMENTS Infiltrator Model = Standard Sidewinder Chamber i Equivalent Rock Depth = 6 Inches Reduction Factor= 1 � ' Square Footage RequRement = 660 sq.ft. Lineal Feet = 220 ft Number of Trenches = 5.0 ea � Length of Trenches = Varying Lengths, See Drawing Detail Absorption Wdth Sizin_g Perc rate Soil Sq.ft. per Gallons per � Texture PD Da .Ft. <0.1 Coarse Sand 0.1 to 5 Sand 0.83 1.20 0.1 to 5 Fine Sand 1.67 0.60 6 to 15 Sandy Loam 1.27 p.79 16 to 30 Loam 1.67 0.60 31 to 45 Silt Loam 2.00 0.50 46 to 60 Clay Loam 2.20 p.45 • . r . • � — — 333 East M�in Street � P.O.Box 388 � � --- Elk River,MN 55330 �� i / S�Y,S1TjEMS J (763)441-7509 (800)554-7509 Fax:(763)441-9176 ECo SvsrtMs EN�irvE�airvG,irac � e-mail:h2olabC�llkdllink.net � LOG OF SOII.BORINGS Last name: PARSONS � File number. S02K013 First narfie: RICHARD Address: 4424 W 82ND ST � City: BLOOMINGTON ZipCode: 55437 � County: Legai: 280 BIG ISLAND, CITY OF ORONO, MN � Auger type: 3"OPEN BUCKET BORING#2 Seasonal water table: >70" Water tabte: NOT OBSERVED - Oa10"-VERY DARK BROWN(10YR T12)FINE SAtVDY LOAM;WEAK FlNE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSlSTANCE 10-16"-OLIVE BROWN(2.5Y 4/4)FINE SANDY LOAM;WEAK FlNE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSISTANCE 10.20"-OLNE BROWN(2.5Y M4)SANDY CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTANCE 16-30"-OLNE BROWN(2.5Y M4) SANDY CLAY LOAM;MOQERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSiSTANCE;LIGHT BROWNISH GRAY(10YR 62)SAND COATINGS ON FACE OF PEDS; FEW FINE PROMlNFJ�lT YELLOWISH RED(5YR 416)FE CONCRET}ONS 30-70"-IJGHT OLNE BROWN(2.5Y 5/4)CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABIE CONSISTANCE;LIGHT BROWNISH GRAY(10YR 6/2)SAND COATINGS ON FACE OF PEDS; FEW FINE PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS;UGHT GRAY(10YR 7/1) CARBONATE THREADS&CONCENTRATIONS,VIOLENTLY EFFERVECENT THE TERMS REDUCT10N3 AND CONCENTRATIONS REFLECT CHANt3E31N SOIL TAXONOMY. THE PREVIOUS TERM USED WAS MOTRIN<i. REDUCT10N3 ARE(iRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLOR3. Com any License#208 Date completed: 11/13f02 Soil borings performed by: KEVIN J. KLOEPPNER � , � . 333 East Main Street P.O.Box 388 � Elk River, MN 55330 ,.. ;,. ... ,�. .p- s-, -. :w.r-, (763)441-7509 �� SuS1TLEMS (800)554-7509 Fax:(763)441-9176 i ECO SYS�EMS ENGINEERING,INC. @-Rlail:h201db�lkdllt�k.f1@t � LOG OF SOIL BORINGS + Last name: PARSONS File number. S02K013 First name: RICHARD ' � Address: 4424 W 82ND ST City: BLOOMINGTON Zipcode: 55437 � County: Legai: 280 BIG ISLAND,CITY OF ORONO, MN 1 � Auger type: 3"OPEN BUCKET BORING#1 Seasonal water table: >66" � Water table: NOT OBSERVED 00-06"-VERY DARK BROWN(10YR 22)F1NE SANDY LOAM;WEAK FINE SUBANGULAR BIOCKY STRUCTURE; VERY FRIABLE CONSISTANCE � 06-10'-OLlVE BROWN(2.5Y 4/4)FHVE SANDY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSISTANCE � 10-20"-OL1VE BROWN(2.SY M4)SANDY CIAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTANCE � 2a38"-DARK YELLOWISH BROWN(t 0YR M4) SANDY CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTANCE;L1GHT BROWNISH GRAY(10YR 6r2)SAND COATINGS ON FACE OF PEDS; � FEW FINE PROMINENT YELLOWISH RED(5YR 416)FE CONCRETIONS 38-66"-UGHT OLIVE BROWN(2.5Y 5/4)CLAY LOAM;MODERATE MEDiUM SUBANGULAR BLOCKY STRUC7URE;FRIABLE CONStSTANCE;LIGHT BROWNISH GRAY(10YR 62)SAND COATINGS ON FACE OF PEDS; � FEW FWE PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS;L1GHT GRAY(10YR 7/1) CARBONATE THREADS 3 CONCENTRATIONS,VIOLENTLY EFFERVECENT 1 THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CNANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED � WAS MOTTUN(i. REDUCTIONS ARE(iRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLOR3. ICompan License 208 � Date completed: 11/13/02 Soii borings performed by: KEVIN J. KLOEPPNER I I 11/22/02 � • Page 1 Materials List - , . . Se tic Tank(s) Proposed Tanks Xerxes 1500 gallon Fibergiass Septic Tank Existing Tank(s) � � 0 capacity of existing tank Tank Com onents 1 ea. risers 24 dia. of risers�nches, 24" Heavy Duty Corrigated PVC 2 feet of riser 1 ea. riser covers/Orenco FL24G14 Effluent Filter ORENCO FT0444-36 High Level Alarm - 1 ea. SJE Rhombus Tank Alert 1 w/Float or equal Infiltrator Chambers - Standard Sidewinder Chamber 35 Number of Sections 5 Number of Drop Boxes i�- � . . . 11/22/02 � ^Page 2 I TRENCH ELEVATIONS i � ; ' _ TRENCH FINISHED TOP OF DEPTH OF NUMBER GRADE CHAMBER TRENCH + . 1 _ 945.80 944.80 943.47 1 2 944.80 943.80 942.47 3 943.60 942.60 94i.27 4 942.50 941.50 940.17 , 5 941.70 940.70 939.37 � , � i = i _ I I + ! 1 I i # � � I � � - � � + � — — 333 East Main Street P.O.Box 388 ^�� Elk River, MN 553?� � (763)441-7509 .�¢ �` � ;.,� SYS;TEN1S_«)��,z, ��_`�;" (EOQ)554-75C9 '�:�"`�'""' Fax:(763)441-9176 � ECO SYSTEti1S ENGIPJEERING,INC. Q-flldll:h201db�Ikdlllll'n.f?ct Date: I I/I 6/02 � �' Richard Parsons 4-424 West 82nd St � Minneapolis, MN 55437 � Re: Proposed sewage treatment system pians for new construction. � 1) Subject property Address—280 Big island, Orono, MN 2) Site Conditions - The lot is a wooded lot lake lot with an existing cabin without running water � or sewer system. No wells currently exist on the property but a privy does exist The owners carry water to the site from the main land. � 3) Soil Conditions —The Hennipen County Soil Surve has ma ed the soil within th r Y pp e a ea of the � subject propeny to be a Hayden Series loam. An update of the soil survey, a work in progress, has renamed the Hayden.Series to the Lester Series. The Lester Series soil is a very deep, well drained soil, with a depth to seasonal high water table greater than 6.0'. A description of the � Lester Series is included in Soils Appendix. Our own soil borings performed on the lot, within the proposed drain field areas, found the soil to closely match the Lester Series. The physical � properties section of the soil survey states the permeability of the soil ranges from 30-I 00 minutes per inch. Perc tests done on the lot 'rn 1987 by a E. Mullenmeister, found the perc rate of the soil to range from 8-33 minutes per inch. � 4 Sizin of Treatment S stem —The sewa ) g y ge treatment system is designed for a two-bedroom � home, with garbage disposal or whirlpool. The estimated daily flow for a two-bedroom home is 300 gallons. � 5) Description of the Treatment Process— � ➢ Primary Treatment - Sewage will be gravity discharged from the house to two septic tanks. Natural biological activities taking place inside of the septic tanks will separate solids and suspected particles. Solids are reduced to some extent through this process. � , � � � ➢ Secondary Treatment— Effluent Filter - Septage from the ciear zone of the septic tank flows through an Orenco biotube effluent filter placed inside of the septic tank, attached to the outlet of the tank. Suspended particles larger than I/8" are filter out by the biotube effluent filter. ➢ Final Treatment—Screened septage is discharged out of the lift tank through the biotube pump vault to drain field consisting of In�ltrator BioDiffusers. As the septage trickles through the soil below biochemical processes remove harmful viruses and bacteria. 6) Description of Treatment System - ' ➢ Septic Tank— Use a I 500 gallon Xerxes fiberglass septic tank. Inlet and outlet of the � tanks must have cast in place rubber fittings to create a watertight seal around the inlet , and outlet pipes. ➢ Risers— Use 24" diameter heavy corrugated pvc pipe. A watertight seal must be � created between top of tank and the each riser. Top of risers shall be 2-3" above finished grade. ➢ Riser Covers — Use 24" diameter fiberglass covers with gasket, Orenco model # FL24G (or equivalent). Do not bury riser covers. ➢ Effluent Filter— Use an Orenco biotube effluent filter, FT0444-36. ➢ High Level Alarm/Float - Use a SJE Rhombus Level Alert or equivalent liquid level alarm, and low water/redundant off alarm. Set the float tether to activate the level alarm should the liquid level reach the inlet invert of the septic tank. Place the level alarm inside of the house in a location where the alarm can be heard. Run all wires from the floats through a grommet installed in the riser wall then through plastic conduit to the a splice box mounted above ground on a permanent pole or post or equivalent Seal opening in riser where wires pass through. 2 �_ • . . � � ➢ Drain field — Use Infiltrator Standard Sidewinder Chambers, or equivalent, for the drain � field media. This model of chamber is equal to 6" of sidewall when comparing to a standard rock trench configuration. Dig five trenches to the lengths, widths, and depth � given in the design spec sheets and drawing details. Place a drop box at the end of each trench, connecting drop boxes with 4" pvc pipe. Establish a vegetative cover over the entire drain field area. � I7) Limitations - Our investigation, layout, design, and recommendations are based on data " submitted. If conditions considerably different from those described in this report are encountered, we must be notified. If proposed construction is changed, we must be notified to � evaluate the effect of the changes on the wastewater system. Any changes to the design must be approved by the designer and will be assessed additional design costs. If changes are made � to the design without the knowledge and approval of the designer the design shall be void All construction is to be in accordance with the ISTS regulations. Pipe type and size, installation requirements, septic tank construction, and other specifications not depicted in our report are � to conform to ISTS regulations. The installer of the system is to be licensed by the Minnesota Pollution Control Agency. � ��,�/` " , � Kevin J. Kloeppner Eco Systems Engineering � License# 208 � � � � � 3 � • SITE FLAN SCALE ONSITE WASTEWATER TREATMENT SYSTEM 1" = 30' ' ___ � LAKE MINNETONKA � HIGH WATER�ih� � — —_ _� �~ . I ( ' � + ( ' ��. SURVEY LINE 50' � � I I , I I - 48 I , I O� PROPOSED I o� I �, 2-BEDROOM ' p � � " p CABIN � °0 � I � I � 32' o - I I I I - ° I I � J �� I �<" 2 � #I�' I QQ�� #2 I � -� �_ --.__ � 109.52' LEGEND: -� = SOIL 90RIyG � = PRCPOSED DEEP W_LL LCCATION � = 9ENCH '�ARK ' :�ARm BY: ��' REAUESiID BY: ; �� 280 BIG ISLAND RICHARO PARSONS � �T '�" �r ORONO, MN P,�; I oF� x a�,uN su�o ar�wr��f e�u�w x��e�r a�a a�e.ia�/s 01►TE ��/�8��2 , ' }.,�_.'. .•., � SEPTIC SYSTEM DENIAL � �,�. � 0 ,� �� C ITY of 4RON0 �C, Municipal Offices �� ' G~ Street Address: Mailing Address: �9kE3H�4`'� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner RICHARD W PARSONS Phone (Home)_Work) Address 280 Bi� Island City Orono State MN Zip Site Evaluator Kevin Kloeppner State License # 208 Phone# 763-441-7509 Type of Establishment: Single Family X Multi Family Commercial Est. Gallons Per Day 300 No. Potential Bedrooms 2 Slope: 16% Depth of Sand: Upslope: Downslope:_ Soil Sizing Factor 2.2 Perc Rates P-1 8 P-2 33 P-3 P-4 P-6 P-7 Restricting Layer Depth B-1 >66" B-2 >70" B-3 " B-4 " B-5 " B-6 '; Type of Treatment System: Standard X Alternative Other Performance Pressurized Mound System At-Grade System Gravity Trenches System X Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size 1500 # of Tanks 1 Lift Tank Size Pump Brand GPM _ Head Treatment System: Minimum 660 Square Feet with 6 inches of rock below pipe Bed Mound Treatment Area THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED DENIED X By the City of Orono subject to existing regulations and the following conditions: 1) Based on soil testin� done by U of MN Extension on Mav 26, 2004 it was determined that mottlinQ occurs within 36 inches of the surface of the �round at borin�#2. This makes this desi�n non-compliant with State Septic Code 7080 and further testin�must be done to find a site that meets 7080. �� Y By: � ��r� , -:.��,_..�r._ �'.�j-0 � Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us � , � � � SEPTIC SYSTEM APPROVAL . - _- , - - � /� Q ,\\\� � So e c.�--d� �-� �/ �; 'Q�' � �--b` � \ , %'% � � '`. � y C ITY of ORONO .. � � �f �`L� �� I' � /I, �'i, � ,�t� � ,�ti��' Municipal O�ces ,�, �� '� ��' .�� Street Address: Mailing Address: ��`�$'EggOg'// 2150 Kelley Parkway P.O. Box 66 �_--- � — Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner {��.c��c� �a�5�� Phone (Home) (Work) Address �$O ��1 ZS�� City Of��c� State MN Zip Site Evaluator kev'.� Klee�� State License # �-n� Phone# 763- 441 - 75��9 Type of Establishment: Single Family�_ Multi Family Commercial Est. Gallons Per Day 30C) No. Potential Bedrooms a Slope: ��o Depth of Sand: Upslope: — Downslope: — Soil Sizing Factor �o'�•a Perc Rates P-1 � P-2 3� P-3 P-4 P-5 P-6 P-7 Restricting Layer Depth B-1 '766`' B-2 77o"B-3 B-4 B-5 B-6 Type of Treatment System: Standard � Alternative Other Performance Pressurized Mound System At-Grade System Gravity Trenches System ?( Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size i5�� # of Tanks I Lift Tank Size Pump Brand GPM Head Treatment System: � � .��,K.� �ite�c.L�S / Minimum (-�6� �x�'� Square Feet with p inches of rock below pipe Mound Bed Mound Treatment Area THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED�_ DENIED By the City of Orono subject to existing regulations and the following conditions: - R F.1 tz� r•,�Srs 6� u Scc� o-� S�Q+�,�. -��I� —r�R�r. Sv� Z �CQ �':rc.. �-c.�� Cttn '+nr �-,Sfi�� c,.;tS�.i,� D��SSL�C.S _ M�`1.- �CQ�.�, 0�- 'f�c.��LC� JO . t�l.�� --�ZC L 3rtS's 5 l�d�•< w -�` 0 c�,c�;rc\ Q�ac�S —ea� �S� t'o�� o: �.�.0.�t<5 p te�✓�}�.c� �.,.- .kL C�,��b:� vSL — o�•�y a oc-.�� r,ee �c 'rt� �:}-Y s cr�-s��. :c� o: s�.� . By: �� ...` � — �—�3 Matt Bolterman, On-Site Systems Manager Date .- �q�,�-�r i �-+,�.h��.a� �� ...��h ��z..<<.�S �,��.,Sl A�f� s�-�-� . 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PREPARED BY �G�d S�S7�S ��Z�i�n2��ZCf ELK RIVER, MN 55330 NOVEMBER 16, 2002 ' " � ' ONSITE WASTEWATER TREATMENT SYSTEM ' 280 BIG ISLAND ' CITY OF ORONO, MN ' INSPECTORS'S COPY t �,==� ��, A!� �'1�- A fi 1 r -��yJ Y'i.�`,".f . r �.. , ,ffi. .f _� . � yF � �W�-A'��r�I� �.... • _ ::+ ,.. :.' .,,.,. . . ..i' Y�.�..�i '""~•. • ' '��.,�-. � .. � � � � aR. * - .'� �t�� -'+M�+'°F4��ry?�. y5r" ��. _ rt � ' w ,..., Y�� c � �* � a �� '�... �}+e. � '�'�wq 4 'r� � , � ` A�T•: �•.�f' 1-� t,y} ,�a"+S, �±- W f�<.a�"�.a p"l 5y �ec �A�rver.'��,�',�✓ . �.'� �. ... . 5� . . . M ._i_ .. . .. . , � ' �' . . n�j ' . . � � y ; �g � ��-�p�. � � Y �:: & C:� �{,.� �e� IR�' � 1 R� � �� M 1�� r � ^ ' w` � . � 7 ry'.'�*, �-V' ' j � k, �4E: �. . °� �.a. �� rl. _ ; � ° ' ' -` r`?; `3. . . ' �, . , , ' PREPARED BY �G�d S�S''7��115 ��Z�z`I�Z��12� ' ELK RIVER, MN 55330 NOVEMBER 16, 2002 ' � � t ' ' PROPOSAL ONSITE WASTEWATER TREATMENT SYSTEM 280 Big Island, City of Orono, ' Hennepin County,Minnesota November 16,2002 ' TABLE OF CONTENTS PAGE# l. Subject Property Address .................................................................. 1 ' 2. Site Conditions .................................................................................. 1 ' 3. Soil Conditions .................................................................................. 1 ' 4. Sizing of Treatment System ............................................................... 1 5. Description of Treatment Process ............................................ ........ 1-2 ' .. 6. Description of Treatment System ...................................................... 2-3 ' 7. Limitations ........................................................................................... 3 ' List of Figures Figure 1 —OWS Site Plan Figure 2—OWS Detail Sheet ' List of Tables Table 1 —Design Worksheet Table 2—Partial Materials List ' List of Appendices Appendix A- Soil Information ' Appendix B -Data Sheets C,ITY nF nRn'�(0 SF.PTIC PERMI�' P AN REVIF,W ;`�:'i;CTOIZ '�`�b6C 1 � ��E i-13-o3 PE:ItM[TNO.,_,_,_^r ' nrrkc�vrn ns s�:ii�rrrr:n -� APPROVGD�VITFi CU�tRFCTIC)KS AS KOTF.D �� NO'CAPPROVFD-C(>RRF.CT& RI:S[:H�11T fhc,c commcnts arc i'or your information. Ali work shall hc cfone ' in fldl compliance wi�h ull appiicahlc scptic und zoning cudc. kcquircmen�,including iicros not spccif'ically notcd in this rcvirw. KI.L.P i{iI5 PLAN SFT(?�SITG AT ALL'Il.�1F:S 1 1 ' ' 3��s�a;i iViain ��ree[ P.O.Box 388 ' �� Elk River, MN 55330 � I (763)441-7509 �,:;,�„ �SY„STEMS R,i � (800)554-7509 s � � Fax:(763)441-9176 ��.,_... :,� .� � �, � �� e-mail:h2olabC�?Ikdllink.net 1._ ..,,.._ Date: I I/I 6/02 ' Richard Parsons , 4424 West 82nd St �� S BEDROOMS. JIN1f MIt�tEASEf�!MUNI6ER Minneapolis, MN 55437 �$�� ' Re: Proposed sewage treatment system plans for new construction. ' I) Subject property Address —280 Big Island, Orono, MN 2) Site Conditions - The lot is a wooded lot lake lot with an eacisting cabin without running water tor sewer system. No wells currently exist on the property but a privy does exist The owners carry water to the site from the main land. ' 3) Soil Conditions —The Hennipen County Soil Survey has mapped the soil within the area of the ' subject propeny to be a Hayden Series loam. An update of the soil survey, a work in progress, has renamed the Hayden Series to the Lester Series. The Lester Series soil is a very deep, well drained soil, with a depth to seasonal high water table greater than 6.0'. A description of the ' Lester Series is included in Soils Appendix. Our own soil borings performed on the lot, within the proposed drain field areas, found the soil to closely match the Lester Series. The physical ' properties section of the soil survey states the permeability of the soil ranges from 30-I 00 minutes per inch. Perc tests done on the lot in I 987 by a E. Mullenmeister, found the perc rate of the soil to range from $-33 minutes per inch. ' 4 Sizin of Treatment S stem —The sewa e treatment s stem is desi ned for a two-bedroom ) g Y S Y g ' home, with garbage disposal or whirlpool. The estimated daily flow for a two-bedroom home is 300 gallons. ' S) Description of the Treatment Process — ' � Primary Treatment- Sewage will be gravity discharged from the house to two septic tanks. Natural biological activities taking place inside of the septic tanks witl separate solids and suspected particles. Solids are reduced to some extent through this process. ' 1 , t ' ' ' , r Secondary Treatment— Effluent Filter - Septage from the clear zone of the septic tank flows � through an Orenco biotube effluent filter placed inside of the septic tank, attached to the outlet of the tank. Suspended particles larger than 118" are filter out by the biotube effluent filter. ' y Final Treatment—Screened septage is discharged out of the lift tank through the biotube ' pump vault to drain field consisting of Infiltrator BioDiffusers. As the septage trickles through the soil below biochemical processes remove harmful viruses and bacteria. ' 6) Description of Treatment System - ' ➢ Septic Tank— Use a I 500 gallon Xei-xes fiberglass septic tank. Inlet and outlet of the tanks must have cast in place rubber fittings to create a watertight seal around the inlet ' and outlet pipes. y Risers — Use 24" diameter heavy corrugated pvc pipe. A watertight seal must be ' created between top of tank and the each riser. Top of risers shall be 2-3" above finished grade. ' y Riser Covers — Use 24" diameter fiberglass covers with gasket, Orenco model # FL24G (or equivalent). Do not bury riser covers. � ➢ Effl n Fil r— n r i ffl n fil r 444- ue t te Use a O enco b otube e ue t te , FTO 36. ' ➢ High Level Alarm/Float - Use a SJE Rhombus Level Alert or equivalent liquid level alarm, and low water/redundant off alarm. Set the float tether to activate the level alarm ishould the liquid level reach the inlet invert of the septic tank. Place the level alarm inside of the house in a location where the alarm can be heard. Run all wires from the ' floats through a grommet installed in the riser wall then through plastic conduit to the a splice box mounted above ground on a permanent pole or post or equivalent. Seal ' opening in riser where wires pass through. ' 2 ' ' ' ' ➢ Drain field — Use In�ltrator Standard Sidewinder Chambers, or equivalent, for the drain ' field media. This model of chamber is equal to b" of sidewall when comparing to a standard rock trench configuration. Dig five trenches to the lengths, widths, and depth ' given in the design spec sheets and drawing details. Place a drop box at the end of each trench, connecting drop boxes with 4" pvc pipe. Establish a vegetative cover over the entire drain �eld area. 1 , 7) Limitations - Our investigation, layout, design, and recommendations are based on data submitted. If conditions considerably different from those described in this report are encountered, we must be notified. If proposed construction is changed, we must be noti�ed to ' evaluate the effect of the changes on the wastewater system. Anx chang,es to the desi�n must be approved by the designer and will be assessed additional design costs. If changes are made , co the design without the knowledge and approval of the designer the design shall be void. All construction is to be in accordance with the ISTS regulations. Pipe type and size, installation ' requirements, septic tank construction, and other specifications not depicted in our report are to conform to ISTS regulations. The installer of the system is to be licensed by the Minnesota Pollution Control Agency. t � _ ;.��'-�-��,�,�-.- ' Kevin J. Kloeppner Eco Systems Engineering ' License # 208 1 , ' , ' 3 ' _._ _ _.-----------,---___.___-------_—__ ._______ • S1TE PLAN -- ' ------' -- SCAL ; ONSITE WASTEWATER TREATMENT SYSTEM 1" = 30' ' I � i �' - LAKE MINNETONKA - -�___ _ � - _ _- _ i HicH wAr�R un� � — —' — _ _ _ `� I � I I . , a ( � III. � SURVEY LINE � 50' � I I � I I i 48 I . I o� PROPOSED I � \ � I , w 2-BEDROOM - o - � . p CABIN � � � I � f I � ' 32 - o I � I � I I o ( I Q ,, � � i � 2 � #I�' I � I QQ�-Q� � {�#2 I � ---.� � � --� —� i 109.52' � LEGEND: � �- = SOIL 90RING � = PROPOSED DEEP W�LL LCCATION � = 8��y �fAR�C � ( ARm 8Y: �� REQUESTID 8Y: i SYs�S p�1GW�ING 280 B I G I SLAND RICHARD PARSONS � "'"'" � ORONO, MN RNERMN 563.30 PAGE: � OF�_ �"""��•�*�■�d�•■�.��= a�� II/18/02 ' . - ------ ------ -----------___.��___ _ ---- ' DETAIL SHEET SCALE ONSITE WASTEWATER TREATMENT SYSTEM 1" = 20' ' � � I 48� , � � � I' PROPOSED I , I � 2-BEDROOM N o ;� � � ( p CABIN , I � � ' I 32 , I � 1500 GALLON FIBERGLASS I � I � SEPTIC TANK WITH �� ORENCO EFFUENT FILTER � � ,� ��' �,�. I � ,� I ' 4 SC 40 Pv i � �� o``�� I - , � � I =Q ( - ' � � , � � � y � I � _ #I �� ry I Q �� Ci� � ti� _ Q �� ' I ( � _ -�-#2 � � � -_ � � , - �'�-�-��. � - � - -_ � , I EXISTING ELEVATIONS ��9.52 �ENCH MARK=950.89 TOP OF IRON NORTH PROPERTY L�NE/SURVEY ( LINE) �OIL BORING #1=948.0 OIL BORING #2=914.8 ROPOSED ELEVATIONS OP OF BLOCK=952.4 , � ; NVERT OF BUILDING SEWER=949.50 � ' INVERT OF SEPTIC TANK=949.30 " I I PREPARm BY: ��'� REOUFSiED 9Y: I � �p y�� p,�� 280 B I G (SLAND RICHARD PARSONS 3" � '''�'" ��T ORONO, MN PAOE: �_ OF � E1J( RNERMN 563.30 �ruw�r�w a u�s�va s�r a rsw�.��/�aa a�: I I/I 8/02 ' ., � 11/22/02 Page 1 ' INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET ' Flow Estimated GPD = 300 gallons Septic Tank Volume = 1500 gailons ' C. SOILS � Depth to restricting layer = 66 inches ' Maximum depth of system (�C1-3ft) = 30 inches Percolation rate = 30 mpi ' Soil Sizing Factor = 2.20 sq.ft./gpd Land slope = 16 % ' DRAINFIELD REQUIREMENTS Infiltrator Model = Standard Sidewinder Chamber ' Equivalent Rock Depth = 6 Inches Reduction Factor = 1 ' Square Footage Requ�rement = 660 sq.ft. ' Lineal Feet = 220 ft Number of Trenches = 5.0 ea Length of Trenches = Varying Lengths, See Drawing Detail ' ' Absorption Width Sizing Perc rate Soil Sq.ft. per Gallons per ' m�i Texture PD Da / .Ft. <0.1 Coarse Sand 0.1 to 5 Sand 0.83 1.20 ' 0.1 to 5 Fine Sand 1.67 0.60 6 to 15 Sandy Loam 1.27 0.79 16 to 30 Loam 1.67 0.60 ' 31 to 45 Silt Loam 2.00 0.50 46 to 60 Clay Loam 2.20 0.45 ' ' ' , , 11/22/02 � Page 2 ' TRENCH ELEVATIONS � � TRENCH FINISHED TOP OF DEPTH OF NUMBER GRADE CHAMBER TRENCH ' 1 945.80 944.80 943.47 ' 2 944.80 943.80 942.47 3 943.60 942.60 94127 4 942.50 941.50 940.17 ' 5 941.70 940.70 939.37 , ' ' ' ' ' , ' , , ' ' ' ' . 11/22/02 Page 1 ' Materials List ' ` Septic Tank(s) Proposed Tanks ' Xerxes 1500 gallon Fiberglass Septic Tank ' Existing Tank(s) 0 capacity of ex�sting tank ' Tank Com onents 1 ea. risers ' 24 dia. of risers/inches, 24" Heavy Duty Corrigated PVC 2 feet of riser 1 ea. riser covers/Orenco FL24G14 , Effluent Filter ' ORENCO FT0444-36 ' High Level Alarm - 1 ea. SJE Rhombus Tank Alert 1 w/Float or equal ' Infiltrator Chambers - Standard Sidewinder Chamber ' 35 Number of Sections 5 Number of Drop Boxes ' ' ' ' ' ' ' ' ' ' � A endix A pp I SOIL INFORMATION � � � � � � � � � � � � � � ' (� - 333 East Main Street I P.O.Box 388 Elk River, MN 55330 Y'�� .�� (800)554-7509 S�Y;S�TjEMS � Fax:(763)441-9176 . Eco�vs,rcMs�v�wEEHirv�,wc e-mail:h2olab�lkdilink.net LOG OF SOQ.BORINGS ' Last name: PARSONS File number. S02K013 First name: RICHARD � , Address: 4424 W 82ND ST City: BLOOMINGTON Zipcode: 55437 ' County: Legal: �0 BIG ISLAND,CITY OF ORONO, MN , ' Auger type: 3"OPEN BUCKET BORING#1 Seasonai water table: >66" ' Water tabis: NOT OBSERVED 00-06"-VERY DARK BROWN(1 OYR 22)FINE SANDY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSiSTANCE ' 06-10"-OLIVE BROWN(2.5Y 4/4)FINE SANDY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE COtVSISTANCE ` , 1Q20"-OUVE BROWN{2.5Y M4)SANDY CLAY LOAM;MODERATE MEDIUM SUBANGULAR BIOCKY STRUCTURE; FRIABLE CONSISTANCE , 2Q38"-DARK YELLOWISH BROWN(10YR 4/4) SANDY CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABIE CONSISTAiVCE;LIGHT BROWNISH GRAY(10YR 6/2)SAND COATINGS ON FACE OF PEDS; ' FEW FiNE PROM{NENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS 38�6"-lIGHT OLNE BROWN(2.5Y 5/4)CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABIE CONSISTANCE;L1GHT BROWNISH GRAY(10YR 62)SAND COATINGS ON FACE OF PEDS; ' FEW FINE PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS;LIGHT GRAY(tOYR 7/1) CARBONATE THREADS�CONCENTRATIONS,VIOLENTLY EFFERVECENT ' THE TERMS REDUCTIONS AND CONCENTRATION3 REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED ' WA3 MOTTUN(3. REDUC710N3 ARE(3RAY COLORS;CONCENTRATIONS ARE RED,BROWN�OR YELLOW COLOR3. ' Compan License 208 Date completed: 11/13IO2 Soil borings performed by: KEVIN J. KLOEPPNER ' ' �� :, 333 East M�in Street � P.O.Box 388 ' Elk River, MN 55330 � �� _ SYS1TjEMS�.�� ., �� a (800)554-7509 ---- Fax:(763)441-9176 , Eco svsrEh�s Erv�wEEHir,G,wc � e-maii:h2olabC�lkdllink.net LOG OF SOII.BORINGS'� � Last name: PARSONS File number: S02K013 � First nar�e: RICHARD ' Address: 4424 W 82ND ST City: BLOOMINGTON ZipCode: 55437 ' County: Legal: 280 BIG ISLAND, C1TY OF ORONO, MN ' ' Auger type: 3"OPEN BUCKET E�ORING#2 Seasonal water tabie: >70" ' Water tabie: NOT OBSERVED ° Oa10"-VERY DARK BROWN(1 OYR?12)FiNE SANDY LOAM;WFAK FINE SU6ANGULAR BLOCKY STRUCTURE; ' VERY FRIABIE CONSISTANCE 10-16"-OLNE BROWN(2.SY 4/4)FINE SANDY LOAM;WEAK FlNE SUBANGULAR BLOCKY STRUCTURE; VERY FRIABIE CONSISTANCE ' 10-20"-OLNE BROWN(2.5Y M4)SANDY CLAY LOAM;MODERATE MEDiUM SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTANCE � 16-30"-OLNE BROWN(2.5Y 4/4) SANDY CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTANCE;LIGHT BROWNISH GRAY(10YR 6/2)S�AND COATINGS ON FACE OF P�DS; � FEW FINE PROMINENT YELLOWISN RED(5YR 4/6)FE CONCRETIONS 30-70"-UGHT OLNE BROWN(2.5Y 5/4)CIAY LOAM;MODERATE MEOIUM SIIBANGULAR BLOCKY ' STRUCTURE;FRIABI.E CONSISTANCE;LIGHT BROWNISH GRAY(10YR 6/2)S�AND COATINGS ON FACE OF PEDS; FEW FINE PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS;LIGHT�GRAY(10YR 7/1) CARBONATE THREADS&CONCENTRATIONS,VIOLENTLY EFFERVECENT � THE TERMS REDUCT10N3 AND CONCENTRATIONS REFLECT CHANt3E31N 7301L TAXONOMY. THE PREVIOUS TERM USED ' WAS MOTTUN(i. REDUCTiON3 ARE C3RAY COLORS;CONCENTRATIONS AFlE RED,BROWN,OR YELLOW COLORS. � Com any License#208 Date completed: 11/13/02 Soil borings performed by: KEVIN J. KLOEPPNER ' ' 113 � Rock fragment content: 1 to 8 percent alphabetical order, in this section. gravel by volume throughout the profile Additional information specific to this map unit, such as horizon depth and textures, is ; Ap or AB horizon: , available in the "Soil Properties" section; � Hue-lOYR Part II, of this publication. Value-2 or 3 Chroma-1 or 2 ��o� Texture-clay loam or loam . * Cordova and similar soils * Angus and similaz soils BI�tORZOR: � Hue-lOYR or 2.SY Matjor Uses of the Unit � Value-3 to 5 ` * Cropland � Chroma-2 to 4 * Hayland Tezture-clay loam or loam * Forest land Bk horizoR: For general and detailed information Hue-lOYR or 2.SY concerning these uses, see Part II of this Value-4 to 6 publication: Chroma-2 to 4 Texture-loam or clay loam * Agronomy section - * Forest Land section C horizon: Hue-2.SY or SY _ value-a co 6 Lester Series Chroma-2 to 4 - Tezture-loam or clay loam - Depth class: Very deep - Drainage class: Well drained Permeability: Moderate - 239--Le Sueur clay loam, 1 to 3- Landf'orm: Moraines - percent slopes Parent material: Till - Taxonomic class: Fine-loamy, mixed, � Composition superactive, mesic Mollic Hapludalfs • � Le Sueur and similaz soils: About 85 percent Typical Pedon Inclusions: About 15 percent Lester loam, on a 9 percent slope; 1,460 feet south and 200 feet west of the northeast �g corner of Sec. 15, T.121 N., R.24 W.; Landform: Flats and rises on moraines Wright County, Minnesota; USGS Big Slope: 1 to 3 percent Lake quadrangle; lat. 45 degrees 17 minutes 29 seconds N. and long. 93 Component Description degrees 41 minutes 3 seconds W., NAD27. Surface layer tezture: Clay loam Depth class: Very deep (more than 60 Ap--0 to 7 inches; very dark grayish brown inches) (lOYR 3/2) loam, grayish brown (lOYR Drainage class: Moderately well drained 5/2)dry; moderate fine subangular Dominant parent»uuerial: Till blocky structure; friable; many fine Flooding: None roots; about 3 percent gravel; slightly Water table depth: 2.5 to 4 feet acid; abrupt smooth boundary. Available wcuer capaciry to 60 inches or root-limiting layer: About 10.5 inches Btl-7 to 21 inches; brown (lOYR 4/3) clay Organic inatter content: High loam; moderate medium subangular � ! blocky structure; firm; many very fine A typical soil series description with range roots; common very dark grayish brown in characteristics is included, in (lOYR 3/2) clay films on faces of peds ` * - . c . d � � , 114 . � ` and few very dark gray (lOYR 3/1) � , organic coats on faces of peds; about 2 Bt horizon: � percent gravel; slightly acid; clear Hue-lOYR or 2.SY � ' smooth boundary. Value-4 or 5 Chroma-3 or 4 Bt2-21 to 38 inches; dark yellowish brbwn Texture-clay loam or loam (lOYR 4/4) clay loam; moderate � ' medium subangular blocky structure; Bk horizon: friable; common fine roots; common Hue-lOYR or 2.SY � dark grayish brown (lOYR 4/2) clay Value-4 or 5 � � , films on faces of peds and few very dark Chroma� or 5 brown (lOYR 2�2) organic coats on Texture-loam faces of peds; about 3 percent gravel; slighdy acid; gradual smooth boundary. C horizon: ' Hue-lOYR or 2.SY ' Bkl-38 to 50 inches; yellowish brown Value� to 6 (lOYR 5/4) loam; weak medium Chroma-3 to 6 � ' subangular blocky structure; friable; few Texture-loam fine roots; common very pale brown (lOYR 8/2) carbonate threads; about 2 - � ' percent gravel; violently effervescent; 106C2—Lester loam, 6 t0 12 slighdy alkaline; c�ear wavy boundary. percent slopes, eroded i Bk2-50 to 60 inches; yellowish brown Composition � , (lOYR 5/4) loam; weak medium Lester and similar soils: About 60 percent subangular blocky structure; friable;_ Inclusions: About 40 percent common fine distinct yellowish brown ' (lOYR 5/6) relict Fe concentrations; Setting common very pale brown (lOYR 8/2) Landform:Moraines = carb�nate threads; about 2 percent Position on landform: Back slopes and ' gravel; violently effervescent; slightly shoulders alka�ine; clear wavy boundary. Slope: 6 to 12 percent C-60 to 80 inches; yellowish brown (lOYR Component Description ' S/4) loam; ; massive; friable; common Surface layer texture: Loam medium distinct yellowish brown (lOYR Depth class:Very deep (more than 60 5/6) relict Fe concentrations and few inches) ' fine distinct light brownish gray (lOYR Drainage class:Well drained 6/2) relict Fe depletions; about 1 percent Domina�u parent material:Till gravel; strongly effervescent; slightly Flooding: None ' alkaline. Water table depth: Greater than 6.0 feet Available water capacity to 60 inches or � Range in Characteristics root-limiring layer: About 10.4 inches � Depth to carbonates: 20 to 54 inches Organic matter cor�tent: Moderate � ' Rock fi`agment content: 1 to 8 percent i gravel by volume throughout the profil� A typical soil series description with range in characteristics is included, in � ' Ap horizon: alphabetical order, in this section. Hue-lOYR Additional information specific to this map Value-2 or 3 unit, such as horizon depth and textures, is ' Chroma-1 or 2 available in the "Soil Properties" section, � Texture-loam or fine sandy loam Part II, of this publication. BE horizon: present in some pedons Incluslons ' 1 � J � . 115 ' Hamei and similar soils * Terril and similar soils " Terril and similar soils * Storden and similar soils + Storden and similar.soils * Lester noqeroded Lester noneroded * Angus and similar soils � ' Angus and similar soils M�jor Uses of the Unit • Cro ��or Uses of the Unit * Cropland , * p Hayland Hayland * Forest land + Forest land - For general and detailed information ` For general and detailed information concerning these uses, see Part II of ttus concerning these uses, see Part II of this publication:� publication: ,� * Agronomy section Agronomy section * Forest Land section * Forest Land section 106D2—Lester loam 12 to 18 10�—�ster loam, 18 to 25 rcent slo ' percent slopes pe pes, eroded � Composition Composition Lester and similar soils: About 77 percent Lester and similar soils: About 55 percent Inclusions: About 23 percent Inclusions: About 45 percern _ Setting �� Landform:Moraines Landform: Moraines Position on lundform: Back slopes and Position on landform: Back slopes and shoulders shoulders Slope: 18 to 25 percent Slope: 12 to 18 percent Component Description Component Description Surface layer texture: Loam Surface layer texture: Loam Depth class: Very deep (more than 60 Depth class: Very deep (more than 60 inches) inches) Drainage class:Well drained Drainage class: Well drained Dominant parent material: Till Dominant parent material: Till Flooding: None Flooding: None Water table depth: Greater than 6.0 feet Water table depth: Greater than 6.0 feet Available water capacity to 60 inches or Available water capacity to 60 inches or root-[imiting layer: About 10.3 inches root-limiting layer: About 10.4 inches Organic matter content: Moderaie ' Orgunic matter conteru: Moderate � A typical soil series description with range A typical soil series description with range in characteristics is included, in in characteristics is included, in alphabetical order, in this section. � alphabetical order, in this s�ction. Additional information specific to this map Additional information specific to this map unit, such as horizon depth and textures, is unit, such as horizon depth and textures, is available in the "Soil Properties" section, available in the "Soil Properties�" section, Part II,�of this publication. � Part II, of this publication. Inclusions Inclusions * Hamel and similar soils � * Hamel and similaz soils * Tenil and similar soils , r . c a ' ' 180 � ' EN6INEERING INOEX PROPERTIES--Continued � as c n r ercen age p n Map symDol Depth USDA texture sieve nunber-- Liquid Plas- ' and soil name - limit ticity � Unified Al�SHTO inches inches �ndex Tn— 'pcC— �cf— �- 106D2: � ' Lester---------- 0-7 Loam ML. CL. CL-ML A-6. A-4 0 0-5 95-100 90-100 80-95 50-85 30-40 10-15 7-38 Clay loam, loam CL A-6 0-1 0-5 95-100 90-100 80-95 55-75 35-40 15-20 38-80 Loam. clay loam CL. CL-ML A-6 0-1 0-5 95-100 90-100 75-90 50-10 30-40 15-20 106E: a , Lester---------- 0-5 Loam ML. CL. CL-hIL A-6. A-4 0 0-5 95-100 90-100 80-95 50-85 30-40 10-15 � , 5-34 Clay loam, loam CL A-6 0-1 0-5 95-100 90-100 80-95 55-75 35-40 15-20 34-80 Loam. clay loam CL. CL-ML A-6 0-1 0-5 95-100 90-100 15-90 50-10 30-40 15-20 109: Cordova--------- 0-18 Clay loam CL. ML, MH. A-6, A-7 0 0 95-100 95-100 90-100 70-85 38-60 12-25 ' � � 16-38 Silty clay CL A-7 0 0 90-100 90-100 85-95 65-90 40-50 20-30 toam, clay loam 38-80 Clay loam, loam CL A-6 0 0-5 90-100 90-100 60-95 55-70 30-40 12-20 ' � 114: Glencoe--------- 0-10 Clay loam OL, ML. CL A-6. A-7 0 0 95-100 90-100 75-100 60-90 35-45 15-20 10-35 Silty clay OL. ML. CL A-6. A-7 0 0 95-100 90-100 75-100 60-90 30-45 10-20 � � loam, clay loam, loam 35-48 Loam, clay CL. ML A-6. A-7 0 0 95-100 90-100 75-100 60-90 30-45 10-20 loam, silty - clay loam ' 48-60 Loam. clay loam CL, ML A-6 0 0 90-100 85-100 60-95 55-75 30-40 10-20 138: � Lerdal---------- 0-9 Silty clay loam CL, ML A-6. A-1 0 0 95-100 90-100 80-95 60-90 35-50 10-20 ' 9-42 Silty clay. MH. CH. CL. A-7 0 0 95-100 90-100 80-95 70-90 45-70 20-35 clay loam. ML , silty clay � loam 42-60 Clay loam CL A-7 0 0-5 90-100 85-95 75-90 60-75 40-50 15-25 158A: _ - ' Zimnerman------- 0-7 Fine sand SM. SP-SM A-2 0 0 100 95-100 95-100 10-20 15-20 NP � 7-80 Fine sand. SM. SP-SM A-2. A-3 0 0 100 95-100 95-100 5-20 15-20 NP loamy fine - sand 1588: ' Zirtmerman------- 0-7 Fine sand SM. SP-SM A-2 0 0 100 95-100 95-100 10-20 15-20 NP 7-60 Fine sand. SM, SP-SM A-2. A-3 0 0 100 95-100 95-100 5-20 15-20 NP loamy fine sand - i 158C: � , Zimnerman------- 0-7 Fine sand SM. SP-SM A-2 0 0 100 95-100 95-100 10-20 15-20 NP 7-BO Fine sand. SM, SP-SM A-2, A-3 0 0 100 95-100 95-100 5-20 15-20 NP loamy fine sand 158E: � ' Zimmerman------- 0-3 Fine sand SM. SP-SM A-2 0 0 100 95-100 95-100 10-20 15-20 NP 3-80 Fine sand. SM, SP-SM A-2. A-3 0 0 100 95-100 95-100 5-20 15-20 NP loamy fine sand � ' - ' � ' � � ' � 1 ,' , ' 2 1� � ' PHYSICI+1 PROPERTIES Of SOILS � ' (Entries under 'Eros�on factors--T' apply to the entire proflle. Entries under "Wind erod�bility group' and � 'Wind erodability index' apply only to the surface layer) ' ros�on ac ors �n in � Map symbol Depth Clay Moist Permca- Avatlable Shrink- Organic erodi- erodi- and soil name bulk b�lity water saell matter bility bility density capac�ty potent�al K Kf T group index T- �c� gT n r n in �c� - , 7A: � Hubbard--------- 0-20 4-10 1.45-1.60 6.00-20.00 0.08-0.12 Low 2.0-5.0 � 0.15 0.15 5 2 134 20-46 1-5 1.55-1.65 6.00-20.00 0.03-0.07 low 0.0-0.5 0.15 0.15 46-80 0-5 1.55-1.65 6.00-20.00 0.03-0.07 Low 0.0-0.5 0.15 --- ' 78: � Hubbard--------- 0-18 4-10 1.45-1.60 b.00-20.00 0.06-0.12 Low 2.0-5.0 0.15 0.15 5 2 134 18-40 1-5 1.55-1.65 6.00-Z0.00 0.03-0.07 Low 0.0-0.5 0.15 0.15 40-80 0-5 1.55-1.65 6.00-Z0.00 0.03-0.07 Low 0.0-0.5 0.15 --- t 7C: Hubbard--------- 0-12 4-10 1.45-1.60 6.00-20.00 0.08-0.12 Low 2.0-5.0 0.15 0.15 5 2 134 � 12-33 1-5 1.55-1.65 6.00-20.00 0.03-0.07 Low 0.0-0.5 0.15 0.15 33-80 0-5 1.55-1.65 6.00-20.00 0.03-0.07 Low 0.0-0.5 0.15 --- � ' BB: Sparta---------- 0-16 3-10 1.20-1.40 2.00-6.00 0.09-0.12 Low 1.0-2.0 0.17 0.17 5 2 134 � 16-29 1-8 1.40-1.60 6.00-20.00 0.05-0.11 Low 0.1-1.0 0.15 0.15 29-60 0-5 1.50-1.70 6.00-20.00 0.04-0.07 Low 0.0-0.5 0.15 0.15 , 35: Blue Earth------ 0-10 16-32 0.20-0.80 0.60-2.00 0.18-0.24 Moderate 10-25 0.26 0.28 5 6 48 � 10-68 16-32 0.20-0.80 0.60-2.00 0.18-0.24 Low 10-25 0.28 0.28 68-80 18-32 1.30-1.60 0.20-2.00 0.14-0.16 Moderate 0.0-0.5 0.37 0.37 , 746: Dickinson------- 0-18 10-18 1.50-1.55 2.00-6.00 0.12-0.15 Low 1.0-2.0 0.20 0.20 4 - 3 86 � 18-30 10-15 1.45-1.55 2.00-6.00 0.12-0.15 Low 0.5-1.0 _ 0.20 0.20 30-36 4-10 1.55-1.65 6.00-20.00 0.08-0.10 Low 0.0-0.5 0.17 0.17 36-60 4-10 1.60-1.70 6.00-20.00 0.02-0.04 Lo�+ 0.0-0.5 0.15 0.15 86: ' ' Canisteo-------- 0-18 27-35 1.25-1.35 0.60-2.00 0.18-0.22 Moderate 4.0-8.0 0.24 0.24 5 4L 86 � 18-39 25-35 1.35-1.50 0.60-2.00 0.15-0.19 Moderate 2.0-4.0 0.32 0.32 39-80 22-30 1.45-1.60 0.60-2.00 0.14-0.16 Low 0.0-0.5 0.32 0.32 ' 106C2: � Lester---------- 0-7 20-27 1.30-1.40 0.60-2.00 0.20-0.22 Low 1.0-4.0 0.28 0.28 5 6 48 7-38 24-32 1.45-1.55 0.60-2.00 0.15-0.19 Moderate 0.5-1.0 0.28 0.28 38-80 22-30 1.55-1.75 -0.60-2.00 0.14-0.19 Low 0.0-0.5 0.37 0.37 ' 106D2: Lester---------- 0-7 20-27 1.30-1.40 0.60-2.00 0.20-0.22 Low 1.0-4.0 0.28 0.28 5 6 48 7-38 24-32 1.45-1.55 0.60-2.00 0.15-0.19 Moderate 0.5-1.0 0.28 0.28 38-80 22-30 1.55-1.75 0.60-2.00 0.14-0.19 Low 0.0-0.5 0.37 D.37 ' 106E: � Lester---------- 0-5 20-27 1.30-1.40 0.60-2.00 0.20-0.22 Low 1.0-4.0 0.28 0.28 5 6 48 5-34 24-32 1.45-1.55 0.60-Z.00 0.15-0.19 noderate 0.5-1.0 0.28 0.28 34-80 22-30 1.55-1.75 0.60-Z.00 0.14-0.19 Low 0.0-0.5 0.37 0.37 ' 109: Cordova--------- 0-18 27-30 1.25-1.45 0.20-0.60 0.18-0.22 hbderate 4.0-7.0 0.28 0.26 5 � 6 48 18-38 28-35 1.35-1.50 0.20-0.60 0.15-0.19 Moderate 1.0-4.0 0.28 0.28 � - 38-80 18-30 1.45-1.70 0.60-2.00 0.14-0.16 Moderate 0.0-1.0 0.28 0.28 114: 6lencce--------- 0-10 27-35 1.35-1.45 0.20-2.00 0.18-0.22 Moderate 5.0-10 0.28 0.28 5 6 48 ' 10-35 25-35 1.35-1.45 0.20-Z.00 0.18-0.22 Moderate 2.0-5.0 0.28 0.28 � 35-48 25-35 1.35-1.50 0.20-2.00 0.15-0.19 Moderate 1.0-4.0 0.28 0.28 48-60 22-32 1.35-1.50 0.60-2.00 0.15-0.19 Low 0.0-3.0 0.28 0.28 138: ' Lerdal---------- 0-9 2)-32 1.15-1.25 0.20-2.00 0.18-0.22 Moderate 2.0-4.0 0.37 0.37 5 7 . 38 � 9-42 35-55 1.25-1.35 0.06-0.20 0.13-0.19 High 0.5-1.0 0.32 0.32 , 42-60 27-35 1.35-1.45 0.20-0.60 0.14-0.19 Moderate 0.0-0.5 0.37 0.37 ' . . � , - � / ' 24Q ' WATER FEATURES ; � ��9 �g wa er a e an pon ing ' � Map symbol Nydro- a er aximun � ' and soil name loglc Frequency Duration Months table Kind of Months Ponding ponding group depth water table • durat�on depth �— �— ' 7A: ` Hubbard-------•- A None --- --- >6.0 --- --- --- --- � 78: ' Hubbard--------- A None --- --- �.0 --- --- --- --- � s 7C: � Hubbard--------- A None --. --_ ,6.0 ___ ___ ___ ___ 88: ' Sparta---------- A None --- -=- >6.0 --- --- --- --- � 35: Blue Earth------ B/D None --- +1.0-0.5 Apparent Jan-Dec Lonq 1.0 ' ' 748: � Dickinson------- B None --- --- �.0 --- --- --- --- 86: - Canisteo-------- B/D None --- --- 0.5-1.5 Apparent Oct-Jul --- --- 106C2: � ' Lester---------- B None --- --- >6.0 --- --- --- --- 10602: Lester---------- B None --- --- >6.0 --- --- --- --- ' 106E: ' � Lester---------- B None --- --- >6.0 --- --- --- --- 109: ' Cordova--------- B/D None --- -_- 0.5-1.5 Apparent Nov-Jun --- --- - 114: - Glencce--------- B/D None --- --- +1.0-0.5 Apparent Oct-Jul Long 1.0 138: ' ' Lerdal---------- C None --- --- 1.5-2.5 Perched Apr-May --- --- � 158A: _ Zimnerman------- A None --- --- >6.0 --- --- --- --- ' 1586: � Zimnerman------- �A None --- --- >6.0 --- --- --- --- - 158C: Zirtmerman------- A None --- --- >6.0 --- --- --- --- ' 158E: � Zimmerman------- A None --- --- >6.0 --- --- --- --- 169C: Braham---------- B None --- --- >6.0 --- --- --- --- � t 181: Litchfield------ B None --- --- 2.5-4.0 Apparent Mar-Jun --- --- 229: ' Waldorf--------- C/D None --- -.- 0.5-1.5 Apparent Nov-Jul --- --- � 231C: Lester---------- B None --- --- >6.0 --- --- ' --- --- 231D: ' Lester---------- B None --- -'-- >6.0 --- --- --- ___ � 235: Nessel---------- B None --- --- 2.0-3.5 Apparent Nov-Jun --- ___ ' � � ' � ' � , � ' ' Appendix B t DATA SHEETS � � � 1 � � � � 1 � � � � � , ' . , ��_� � � � �� ' ■ � Access R�sers —' � Submittal o,��,. U Itr� R�� Data Sheet �•� ; � � ,�.�_� Applications General � Orenco's Access R�sers are used ;o prov�de easy access into O�enco Ultra-Rib Access Risers are consWcted of ribbed.P1/C underground tanks ror ma�ntenance purposes. pipe and are available in an 18"diameter.Ultra-Rib risers ' come with stainless steel screws for festening lids.Risers are available in any height,in 3-inch incremerns. i Uhra-Rib nser -- Standard Models ' �� RU 18XX ' Nomenclature •Rumm+o+o - ' . ''O—Ia�ata di,eb.rge gommec opeioc•: 12-s 1-1/4' 15 a 1-1R' 20 = 2' _' ` S�� _ ( muu��SH 1-SB4 Olsaco:plia boo�) L = 1-1/4•gcommet i�lled I (w6en asioa a SBS,SB6 Oreaeo�lioe bw�) � ` Indiates risa height(incba) Indiates riau diameter.18' I� R9bbed citer ' � •Not mtcnded for use ova pump vaulu. Stainless steel screw �� - � - Close-u view of P stainless stee/screw ' in Ultra-Rib riser ' Specifications , Dimensions Model RU18J0( I.D.lin.) 17 65 ' WaU Thickness - exciuding ribs 'in � 0.15 O.D.-including ribs ��n.r 19 63 � Materials of Construction � ) Uhra-Rib PVC Pipe: ?VC ' � Screw. Sta�nless Steel MtU-IUA-tt-2 IMv.7.4 O tLM , . �� ' �� ' ■ ■ �•�[y � F�ber lass Submittal � Access Lid � � $ Da �� , ta Sheet ,,,� ,-soo-�ae-se�a Applications General , Orenco Fiber lass Ac . g cess�ds are used as nser covers,pump Orenco Fiberglass Access�ds are molded using fiberglass ' basin covers,and access port covers.lids frt"Perma-Loc"and reinforced polyester resin encapsulating a wood core. The fin- "Uhra-Rib"type pipe. , ish is green and the top surface is textured ro provide a non- skid surface. �Gasketed lids include a polyurethane gasket which is cast-in►.Lid comes with either two or four 1/4"or ' 5✓16"stainless steel flathead socket cap screws and a hex key Actual vew wrench. The 1/4"screws are used with Orenco inserts and the 5✓16"screws are used with boh catches and with Orenco's � Riser-to-Lid Adapter. Standard Models 1 R18G-4BU,FL21G,FL24G,FL24-4B,FL24G-4BU,FL30G,FL48G ' Cutawa�t�ew - Nomenclature ' � Wood Core FL 0� 0 'indicates opdons: � Gasket ` G=g�k« . ' v=venc CF=carbon filter 12=2"insulation _ Seating Groove 14=4'insulation 4B=4 bolt hole lid with four 5/16"bolts ' 4BU=4 bolt hole lid with four 1/4"bolts Lid diameter. 18".21',24".30".48" Spec�ications Fibergla�,c Gd ' Dimensions _ - Model R18 Model F121 Model RZq AAode�R3p M��Rqg Orenco Fberglass Access ' O.D.('u�.) 20 �r Lids are capable of support �` 32 53.875 ing a 25001b.wheel load; Groove LD.fn) 17.5 20.75 Zi.5 29.5 47.5 �'e�er,theY are not ' Avg.Thicl�ess('in) .625 1 1 1.25 1.5 �"��rec�orm�ended Options Available , �� Model Code Adder Opoa�sy�dard Air Vertt V Optional 'fw more irtformaoon an . ' Carbon Fher' CF ppoor�al t�is opcon,referto the Lid Insulation 11 or k p�pp�� Carbon Ftoers submittal data � sheet ESU-RLA-1�1. ' Materials of Construction: Fberglass Reatforced Polyeuer ' Wood Core Polyurethane Gasket ��'a•� M..��o� �� ' ' , � `� // ■ O � � 4 Biotu R - �, � be Effl uent Filter � � ��- rne os� B�o�,be•E�Uern ��and Bene�fits : Flter dramatically improves ' ; the quality of efflue�dis- • Improves effluertt quality. „�'�AYAI19�A� - charged from a septic tank by Average Total Suspended �'"��++ � preventiRg large solids from Solids(TSS)is less than 30 ��o+: ' � leaving tfie tank.The fifter is , easyto install and maintain. owerthan a non-cme ned Hosing offthe screen is nec- systeml �� ' : essary only as often as the �+v+�e tank needs pumping. � Superior patented design. Extends drainfield life. F� , A Simple Conceptfor Reliable,corrosion-proof �„i��, ' ' Residerrtial construction. , � , � , ' ' _ ApPlications • Easy installation. ; ; _�.�.�... � ; Installs in minutes in new or ; � Effluent from the relatively existing tanks. ; ;/� clear zone of the septic tank, � ° � between the scum and the • Simple,hassle-free sludge layers,errtersthe mairnenance. ' � Biotube Effluerrt h�l0erthrough Cleaning is necessary only ` its inlet holes.Effluerrt then as often as the tank needs enters the annular space - pumping. ' between the housing and tfie . p��o�far smaller diame- Biotubes,utilizing t�e ter drairtfietd pipe. Biotubes'entire screen sur- Lowers drainfield material , face for filtering. Particles J�. �� largerthan 1/8' aredetained costs. in the annular space,where • Ideal for variable-grade continued decomposition of sewers, ' organic material occurs. Allows reduction oftfie Once it has been fittered transport line size and ' through the Biotubes,effluent associated costs. flows through the modulating • Available alamn. orfices atthe oudetofthe fil- Indicates when mainte- ' ter. nance is needed. If inflow becomes temporarily � Custom sizes. ' excessive,the fluid level in Call for availability. the tank will rise as t�e modu- lating orifices slow t�Q flow tfirough the tank,allowing � maximum settiing of solids. , � � � , _ �'"""`'" - e...�.r tius.a.ww NuMr.w.M..� �� ' � � • �0 . ■ ■ � � S ecif � � p ��ations 1 � o�„oo , �no«por� , , � � Dime�sions t11 AMIWAY AVEM� M� �� , . ��'°�OiN A Nominal Diameoer 4• 4• �,�f2 Extendibls PVC Handle g VaultHeight q� • � 3� _ PVC Cap C InvertNeght 36" 30' ' ' �� D InverttolnletHeght 16' ' 11' �,�� ° AirVents � CattridgeStem E InlecHoleHeight �- : 19• ' F�� — ' Sealing Flange F �rArea(ft � 4� Cusbm s¢es ava1able.Call fo�assis�nce. (511�45�2884 , ��r�8��(� ' �� ' � Biotube� ; - .-r-- _ ; ; � � Eff�llL't1t ' - , , , � ' t ilter � � , � , � . , I . , , , , �, _ sor�� ' , , i � ' ' , � , � 1 , � ' ~ 4"Solvent Weld PVC Tee (Specif�i pipe O.D.) D ' � B ' �� • ' C 0 p Q [8]t �/g'oiamst�er ' Inlet holes E � ' 't ' � o�� t �� ' - , ' � � � . , � ' � E -talnstali � Ilquld IevN alarm system for indoor use. 1 I � � � ; .; �� ' This aiarm system morutors liquid levels in lift pump chambers, sump pump . .:�` basins, holding tanks, sewage, a.gricuftural, and other non-potable water ` _ applications. , The Tank Alert'1 alarm system aan serve as a high or low level alarm M ' depending on the tloat switch model used. • �• • • , The alarm hom sounds when a potentially threatening liquid level condition occurs. The hom can be tumed off, but the waming light remains on until � the condition is remedied. A reen ' • '"'-�:•� 9 power on light indicates power to the alarm panel. ' 1 � Voltage for 120 VAC Model: / NEMA 1 enclosure rated for indoor use �� ' 120 VAC, 50/60 Hz, 6.5 watts max. (alarm condition) ■ Red waming light, green 'power on'light, Secondarv: 12 VAC ' alarm test switch, and hom silence switch ' Voltage for 230 VAC Model: / AIaRn hom sounds at 88 decibels at 10 feet �� (�t UL LisUd or CSA CertMled) � Pn•marv: 230 VAC, 50/60 Hz, 6.5 watts `� {3 meters) max. (alarm condition) ' ■ Can be used with any UL Vsted switching mechanism �� Secondarv: 12 VAC _ rated to include 1 amp, 12 VAC load s C Alarm Enclosure: 6 x 4 x 2.5 inch _ �2u (15.24 x 10.16 x 6.35 cm), NEMA 1 / Alartn system (when installed on separate circuit) metal, includes knockouts for direct ' operates even if the pump circuit faiis wiring options / Complete package includes standard Sensor Float' Alarm Horn: 88 decibels at 10 feet(3 - control switch with 15 feet(4.57 meters)of cable meters) , Power Cord: 6 foot (1.8 meter) (other lengths available), pipe clamp for mounting, Ftoat Switch Connection Terminal: For and UL authorized,waterproof splice kit float switch connection only. Do not ■ Switching mechanism operates on low voltage and is isolated from apply power. (Voltage across terminals ' is 12 VAC.) ihe power line to reduce the possibility of shock Auxlllary Alarm Contacts (optional): ■ UL Listed for water and sewage 120 VAC, 5 amps max., 50/60 Hz , / CSA Certified Float Switch: Sensor Floal'control switch with pipe clamp / Twayear limited warranty Cable: 15 feet (4.57 meters), flexible 16 gauge, 2 conductor(UL) SJOW, , water-resistant (CPE) � . � Float: 3.38 inch diameter x 4.55 inch long (8.58 cm x 11.56 cm), high When ordered with the alarm, this system is available with: impact, corrosion resistant PVC , housing For use in sewage and non- ■ altemate float switch models for high or low level waming potable water up to 140°F (60°C) . � Switch: heRnetically sealed steel ■ auxiliary alarm contacts for easy attachment of remote devices capsule features mercury-to-mercury ' contacts / surge protection � / 120 VAC primary vottage or 230 VAC primary voltage (230 VAC � ' model is not UL Listed or CSA Certified) 0 o r'Fto�a ' U��i�N F�t�N.IM. 1� ' . , �.� . . � � � ' , r' ' ' � ' • ' • • • • ' , 1 1500 Gallon Residential Se tic Tank p tThe RST-ll 1500 has been designed by wastewater engineers specifically for low-pressure STEP systems. The RST-ll 1500 incorporates many unique features that set it apart from , the competition. XERXES corporation has been a leading supplier of underground storage � tanks for the petro/eum industry for over 20 years. Our family-of larger capacity tanks, = ranging in sizes from 2,000 gallons to 50,000 gallons has proven to be a structurally , sound, watertight and easily installed solution for designers and installers of wastewafer systems. ' You can count on XERXES with more than 20 years experience and over 100,000 under- grour�d tanks delivered and installed, to provide innovative products for a wide variety of ' wastewater applications. Features and Benefits of the XERXES RST-ll 1500 , •Watertight Design • No Adapter Needed for 24"Access Opening • Lightweight- Easy to Install in Difficult Locations Risers ' • Proven to be Structurally Strong • Manufactured with High Quality Isophthalic • Manufactured with Rustproof Fiberglass Polyester Resin • Designed for Suspended Effluent Pumping • Bonded with Methacrylate Adhesive for Added ' Vaults or Base Mounted Pumps Strength • Internal Pump Suspension Flange • 17% Reserve Capacity (Air Void) � IAPMO Listed � RST II 1500 is also available as an IAPMO (International Association of Plumbing and Mechanical Officials) listed tank. A tank with an IAPMO label will include 4" inlet and outlet tees and baffle/partition wall. ' Contact your Xerxes sales representative for more details. � XERXES� ' coaaoAnnorr - httpJ/www.xerxescorp.com•Phone:(952)887-1890•Fex:(952)887-1882•InfoOxerxeacorp.com ' . . . 1 XERXES� � . . � . 1 � ,�._,o ,�,,... ,. .. 2G' �0•-� Ls•• . - I � ' 3•Di♦ (�) � � t0• I.O. CrM�M¢ i i I i --' - - ' �' -- - ' - ' - - — . � :�.�`"`— - - I .�. ' I �•. ' ' I 1 I I i i 23•0.0.(i) s. _ 1S•—� ' 3�a�,r >> v�s.(rn) I BAiFLE OETAiI ' Mi�LE ' i ' y� I i i _ 32 3/ti' I � +e ' H L/ ' S2 7/E' IMVERT I . .. - i i I I ' . vs ar rNac v�as Tw�c ' ' Product Specification • Height (outside) - 64-3/8" •Actual Total Gallons - 1785 ' •Width (at seam) - 70" •Working Gallons at Flow Line - 1500 • Length - 13' 10-13/16" •Access Opening Diameter - 24" Nominal ' •Weight - 500 Lbs. • Sanitary Tees - Schedule 40 PVC -Top Section - 250 Lbs. -Watertight Penetration Grommet - Base - 250 Lbs. � • Gravity Flow or Low Pressure STEP Tanks ' • Inlet Invert Elevation - 52-7/8" • Baffle/Partition Wall Optional \ ' � Cantact Your XERXES Representative for More Informatlon , . . . •, . . . . ' " m'1002 Xences Corpora6on � . MfiTtro�vv " ` � ' � r r. � . ... . � . . . . __ . TH E INFILTRATOR� Chamber Standard Model Chamber Side View �2• - - � , � --- — ,I _ - �I _ ° __= __ r- �i � -- I ... � I' , 75" � Chamber End Vlew Closed End P/ate -_ ---�---------- - _._ _ _ Product/nformadon 20° � � o Nominal Chamber Specifications 12� �, o ° � Size (WxLxH) 34' x75"x 12' 1 7�/4� �oQ Qo 0 0 o Qo op Invert" 7 '/v' � O O O o � O O O Storage 77 qal/10.3 fN � 34' I� 28^—� Weight 27 Ib. "4'SDR 35 pipe Note. Invert heighls are based on 1he measurement lrom the bottom of Open End Plate the end plale to(he boflam ol the inner 4-inch cutout(4"SOR 35). Cutouts accommoda�e 4'SDR 35, 4'SDR 40, 4'SCH 40, or 4'conugated pipe. ProdUCt Benefits Call Inliltra►or Syslems lor lechnical seivice. _ ' _ � , , • Lightweight�units offer easy assembly � ° ° and installation. ' � � � . �� ° ° o �0� • Louvered MicroLeaching'" s�dewall p O O O o o O O O provides maximum infiltration. � SYSTEMS INC • Open chamber bottom allows additionai The world leader in chambe� technology"' �28� —� infiltrative area. 4 Bu sin e s s P a r k R o a d• P O B o x �s a•O l d S a y b r o o k,C r o s a�5 • High-densit y Pol yTuff'" pol yolefin (800)22i-4a36•(860)388-6639•FAx(860)388-68�0 construction guarantees strength and www.infiltiatorsystems.com durability. U S Vrr��tS�NI 5 0�I W 1!t'A aN!]M 0�/6 W 1 110 5�01�5�6 611 Yp]6 SN 7/� C�n�d�n PN�nI�1.]YY,Y6G,1,001,6l�pMi pN�nl�p�nGmp � �A�rrwEWd[waMSdW�qwy��p,N��WI��Wr.rrY�pIMM��laSYMwnlncCoMuurWc�ol��cMrpPdyluX.Snp�ocY,arMC�amO�rSplc�ru�Iratlarnuk�o11nh11r�IwSYalrnalnt � O1Y99 inMrra S�L�.n inc Rrvw�U S A Co60➢99AG _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ �