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Home My WebLink About2003-P06827 - new septic system w � PERMIT C I TY O F O RO N O Permit Number: 2750 Kelley Parkway - PO Box 66 Po6g2� Crystal Bay, Minnesota 55323 Permit Type: septi� (952) 249-4600 Date Issued: 9�2si2oo3 SITE ADDRESS: 450 Big Island Excel si or,MN 55 331 PID: 23-117-23-32-0070 DESCRIPTION: Proposed Use: Residential Permit Class: General Pernut Type: Septic Pernut 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: Gabriel Jabbour 18545 Roanoke St.NW 985 Tonkawa Rd Anoka,MN 55303 Long Lake MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STWCI'COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. � � � ��,� �- ,, �� I �/r � APPLICANT ERMI E SIGNATURE SSUED BY SIGNATURE Conies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessine, 1-Finance Page 1 : � CITY OF ORONO SEPTIC SYSTENI PERNIIT APPLICATION Boz 66 (2750 Kelley Parkway) Crystal Bay, 11�1n 55323 JOB SITE ADDRESS y5 O �,�c IS./,.�,� Occupancy Type: Residential j�- Commercial Other Permit Type: New or Replacement System $100.00 Repair Existing System $ 50.00 (Tanks or Draintield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's Name: G��, �C, J�,f/,��-; Phone Number: ��7_ �SS'—�5 '� 1Vlailing Address: >�'S City: Ch-�..,-�- Zip: Contractor'sName: f��b.rr� L-k�y. PhoneNumber: �;- �f�,'�� Mailing Address: /�s'yS,��,�.11 s� /�i,v City: l�'<z��.�, Zip: s s��c,2 *** DO NOT MAIL PAYMENT`VITH THIS APPLICATION*** GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Off'ices; 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 holding a Minnesota Pollution Control Agency(MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 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 following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to coverinj. For mounds, inspection is required after rough up but prior to sand placement(sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are functional and comply with codes. � 5. Individual holding�tPCAlnstallers License shall be present during a11 inspections. A 24-hour notice is required for all inspections. - c ` NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. �"1`� � 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. ��_ 2. I will be installing the following: '��t �� '�`"`�`is A. Tanks: k Precast Concrete Other Manufacturer n� S Tank Capacities: 1) /52� gal. 2) gal 3) gal B. Pump Station (if required) C�S� Pump make& model �,'o+�-� �� (�c�t,�- (attach pump curve& literature); system design requires gpm at feet of head. High water alarm make& model . Outside electrical work to be completed by installer electrician other. C. Treatment System: .�� , ��`��5 `l�i��_Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions ' x ' _l�_Drop Boxes Sand bed dimensions ' x ' Distribution Box Pressure Dist. Pipe Diam. " � Manifold Pipe Diam. " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies that all statements made on this application are complete,true and conect. Signature of Applicant `� 1 Y Date: S'? s -�'3 MPCA License No. �� `7 ------------------------------------------------------------------------------------------------------------------------- Staff Review: Approval Denial Reviewer: Date• � Reason for Denial: , SEPTIC SYSTEM APPROVAL � � � � � � � � 1 �� 0 S-� 1 � � , ,� C ITY of ORONO !4 Municipal Offices �� G~ Street Address: Mailing Address: t �9$EggOg'� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 � Owner Gabriel Jabbour Phone (Home) (Wark) Address 450 Big Island City Orono State MN Zip � Site Evaluator Kevin Kloe�pner State License# 208 Phone# 763-441-7509 Type of Establishment: Single Family X Multi Family Commercial Est. Gallons Per Day 450 � No. Potential Bedrooms 3 Slope: 5% Depth of Sand: Upslope: Downslope: Soil Sizing Factor 2.20 Perc Rates P-1 30 P-2 P-3 P-4 P-5 P-6 P-7 ' Restricting Layer Depth B-1 >72" B-2 >68" 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 Pressurized Trench System Gravity Trenches W/ Lift X Pressurized Bed System ' Holding Tank W/Alarm Septic Tank Size 1500 & 1500 combo # of Tanks 2 Lift Tank Size 500 Pump Brand GPM 26 Head 19 ' Treatment System: Minimum 792 Square Feet with chamber s_ystem 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 contractar prior to installation. NOTICE�!'O 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 X DENIED By the City of Orono subject to existing regulations and the following conditions: 1 �. `� 4'.`t2; �..V jr �� :�S�`�:»�(;l �`��'�1, �,�5 .�-J'>-,� b".. �tc..�� E)'�"Y i�* 'f"U5'�. YV...� �Vl��VA�' ' (��,� � �_5- „ By: "'�� J �; �,%'J,r,,_-.. _ - �-',5 ' Matt Bolterman, On-Site Systems Manager Date ' Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us ' , , ONSITE WASTEWATER TREATMENT SYSTEM ' 450 BIG ISLAND CITY OF ORONO, , HENNEPIN COUNTY, MN ' INSPECTOR'S COPY 1 t., ='�„ � , -._ r , ,�--� � � .. .�,,.�.:" �`'�`'�e. �� r -" .� � � � ., „ g,,,,,�,,, , �.y�.�. � ... . . .. , . �- . - ��.P.. .. � -. � _� � . .,�,�.._ ., . . o � '�, �`c4 �'" '�" +r� � ��. � � � �•� �� ',M�l��f��•�6�,�� ' � � •�� ? `��.Z� J�'�i�' . 3`� � ,•� �� .� ' �i ..+1.:��^?'�1' �Y��ja �"-�' �.. ��Mt � :6"'''s 't �� ` ., ' • � . . . ._. � . 5£, '-F� .: � `'- �� .«�uirr��+... ��rw..i. '��` .. a��;. ae+ _. ,.��.�a;y ••i S • - ' . . ' ��1�a�� ,, , �;� . ;�� _ �-d� - ..,' ' - . �c _. �; +:• �'�'' ` ,�'"� ~� �+�� _�" � � ,, � � � ' � �, a_ _ r ,,,. , V _ - y _� , ' ' PREPARED BY �ed s'7�s��s ��z/72��I?2Cf ' ELK RIVER, MN 55330 NOVEMBER 25, 2002 ' ' , ' ' PROPOSAL � � ONSITE WASTEWATER TREATMENT SYSTEM _ INovember 25, 2002 TABLE OF CONTENTS PAGE# I1. Legal Description ............ ........................... 1 � 2. Site Conditions .................................................................................. 1 I3. Soil Conditions .................................................................................. 1-2 4. Sizing of Treatment System .............................................................. 2 I 5 Description of Treatment Process ... ... ... ... ... ... ... ... ... ... ... ... ... ... 2 I 6. Description of Treatment System .. ...... ... 2-4 ...... ..................................... I7. Limitations ... ... ... ... ... ... ... ... ... ...................................................... 4 List of Appendices Appendix A—Soil Information Appendix B -Design Specifications Appendix C—Partial Materials List Appendix D—Data Sheets Appendix E-Maintenance Information � C'TTY OF nRONO �}��,�'�± ifi;: I�RM[�j P AN REVIEW ''�;S 1'1.i:"I�O tt �'�'�C/�'�-�-- ...._.. � `:;.�'�"T,E 5=�� PERMIT NO.__,____,,,.,�, � nrrk��vrn ns si;I��11'fT[D �� APPROVF.i)WITH CORRFCTIOM19 AS I�'OTFA [� KOT APPRO\'EU-CORkF.CT&RESL'B�1IT I ''hcsc commcnts arc Por your information. All work shall bodalt n full comptiunce aith uU upplicabie septic and zonin�cuda :•quircmcnis including items not specitically notoJ ip Wia(�t'i� ., �. r = . '?'ri .a. �t"FaTat: Tivsrg I I I � � ' � � r�� 4 . :"F +� : t:'. �� .. m � " e � � � N! f � 4 '; � � � . .� � *q � � �� . ti� . �.+.2 t � � �� 1 , ' The landscape position, soil parent material, elevation above known water table and the results ' of the soil investigation dictate that the site can support a standard subsurface drain field. The results of percolation tests, soil structure analysis and soil texture analysis lead to the selection , of a soil sizing faaor for this type of soil of 2.2 square feet per gallon. 4) Sizing of Treatment System —The sewage treatment system is designed for a three-bedroom ' home. No provisions for a whirlpool or garbage disposal are included in this plan. The estimated daily flow for a three-bedroom home is 450 gallons � 5) Description of the Treatment Process — ' ;� Primary Treatment - Sewage will be gravity discharged from the house to two fiberglass 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. r Secondary Treatment—Septage from the clear zone of the septic tank flows into a 500- tgallon lift tank. Inside of the lift tank will be placed an Orenco biotube pump vault and modified well pump. Suspended particles larger than I/8" are filter out by the biotube ' pump vault. ' > 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 S stem - Y ' :� Septic Tank— Use one I 500 gallon Xerxes fiberglass septic tank followed by second I 500 gallon Xerxes fiberglass tank with an installed baffle to provide two separate chambers. The � tanks shall be set in a series with the single compartment tank first followed by the two- compartment tank. The size of the chambers in the two- compartment tank shall be 1000 , gallon and 500 gallon. The 1000 gallon chamber will serve as septic tank capacity and the 500 gallon chamber will serve as the lift pump chamber. ' ' 2 ' i � � y Risers — Use 24" diameter heavy corrugated pvc pipe. A watertight seal must be created Ibetween top of tank and the each riser. Top of risers shall be a minimum 3" above finished grade. , r Riser Covers — Use 24" diameter fiberglass covers with aske Orenc g t, o model # FL24G. Do not bury riser covers. ' .� Lift Tank — Use the 500 gallon chamber of the two compartment tank. Place riser and riser / cover on tank as described above. � ' y Screened Pump Vault— Place an Orenco model #PVU57-1819 in the lift tank through the maintenance hole. Place an Orenco modi�ed well pump model # P20051 I, I 15V, % hp, (or equivalent) in the flow inducer of the pump vault. Connect 2" schedule 40 pvc discharge pipe ' to pump and extend discharge pipe through riser wall. Place a camlock on the discharge pipe between pump and the riser for easy disconnect. Drill a 3/16" weep hole at the invert of the ' 90-degree bend in the discharge pipe to allow drain back. Use all high-pressure fittings. : High Level Alarm/Float - Use an Orenco AI/RO Simplex Control Panel/Level Alarm or ' equivalent, with high level, pump on/ofF and redundant alarm functions. Use Orenco #MFABT float assembly or equivalent to operate pump on/ofF controls and for high 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 pump and floats through a grommet installed in the riser wall then through ' plastic conduit from the riser up to the splice box mounted above ground on a permanent pole or post or equivalent. Seal opening in riser where wires pass through. ' > Drain field — Use Infiltrator H-I 0 High Capacity Sidewinder brand chambers, or equal for the drain field media. This model of chamber must to equal to 12" of sidewall when comparing to a ' standard rock trench configuration. Dig the trenches 3' wide to the lengths and depths given in the design specifications. Place a drop box at the end of each trench, connecting drop boxes , with 4" pvc pipe. Place twelve inches of a sandy to loamy soil material over each of the chambers. Seed entire disturbed area. ' 3 ' I ' ' t APPENDIX A � SOIL INFORMATION � � � � � � � � � � � � � � � ' �y��1 ,� � � � li�ht clay loam, or 'silty clay loam, but in places Representative rofile of Na den loam there is a very dark �ra or ve dark � p y ' � to 6 loam layer of ove n+ash up to 12rinches �icksn 11�e� NY1/4nsec1o2ps,Tin118cN1tiRat�Z wield, SW1/4 SW�� , avera�e clay content of the B horizon is less tl�an 35 percent. The B horizon ranges fro�o weak to Ap--O to 7 inches, very dark gray (lOYR 3/1) �a� stronQ, coarse, prismatic structure to moderate to light brownish gray (lOYR 6/2) when d ' stron�, vedium and coarse, subangular blbcky st:uc- verY fine ' ry' Me�, ' . granular stnicture• friable• ture. The C Aori zon is dark olive �ray to li;ht roots; neutral; abrupt, smooth boundary,�;m o2ive Yray. In places there are thin, coarse-tex- Blt--7 to 14 inches, dark yellowish-brawn (lOYR q�� tured laye n in the C horizon. Reaction ran�es froa light clay loam; weak, fine, subangular blo ' mediva acid to neutral in the A and B horizon. The stn�cture; friable; few roots; few to co �kr C horizon is nildly alkaline and is slightly to fine, tubular pores; many, thick� li t ��' stron�ly calcareous. 8h brovn_ ish-gray (lOYR 6/2) , porous coatings on faces Hamel sQils have a thicker A1 horizon than Ne of peds; few, thin� very dark brown (lOYR 2�2 , sisilar Cordova soils. 'Ihey have a more develo B ) P� clay films on faces of peds; few fine shale horizon that contu ns translocated clay than tAe fragments;'slightly acid; clear� smooth siailar Glencoe soils and occur in drainageways boundary. rather than in closed depressions. 822t--14 to 22 inches, yellowish-brown (lOYR S/4) ' Hamel loam (Ha) .--'It�is nearly level soil oc ies light clay loam; very weak, fine� prismatic NP� stnicture parting to moderate to strong, medi- 1-acre to 3-acre areas in short� narrow drainagexays um and coarse, subangular blocky structure; on side slopes and S-acre to 30-acre areas in long, friable; few roots; many, fine, tubular pores; , winding drainagexays between knolls and hills. co�non, thin, dark grayish-brown (lOYR 4/2) Included in napping were small areas of Glencoe clay films on faces of peds; co�on, thin, soils. Also included in places Mere small azeu of light-gray (lOYR 7/2) , porous coatings on Le Sueur soils that lie at the base of steep slopes. vertical faces of peds; about S percent coarse ' If properly drained and managed, this soil is fragments; slightly acid; clear, smooth bound- suited to all crops commonly grown in the county. az.�,. Tile drainage and good outlets are needed. This B23t--22 to 31 inches, light olive-brown (2,5Y 5/4) soil is well suited to corn and soybeans�. Because loam; very weak medi� are�s of this soil are so irre lar in sha e it is � , prismatic structure ' � P . parting to=moderate, coarse, subangular blocky generally farmed rith the surroimding soils. (Ca- structure; friable; few roou• pability imit IIr-1; woodland group 5; buildin site , �nY, fine, group 10) g _ tubular pores; common, thick, very dark gray- ish-brown (lOYR 3/2) clay films on faces of ' peds; about S percent coarse fra�ents; slightly aeid; clear, smooth boundary. Hayden Series B3t--31 to 36 inches, light olive-brown (2.5Y 5/4) 'Ihe Hayden series consists of dee well-dnined loam; weak, coarse, subangular blocky stnic- � P� . ture; friable; co�on, fine, tubular pores; loaary soils that farmed in loamy glacial till. 'lhese coamon, thick, very dark grayish-brarn (lOYR gently sloping to very steep soils aze in_comez 3/2) c�ay films on faces of peds; about 5 per- areas on knolls and hillsides. 'Ihe hills and laolls cent of volume consists of very dark brown ' aze 5 to 300 acres in size and lie S to 80 feet (lOYR 2/2) clay fillings in root chamiels; above the surro�mding drainageways and depressions, about 5 ercent coarse fra Slopes aze mainly complex, range from 2 to 35 r- P �ents; neutral; P� clear, smooth boundary. cent! and are 75 to 250 feet long. There are stones C1--36 to 48 inches, olive-brown (2,SY S/4) loam; ' and boulders neaz the surface. The native vegeta- weak, coarse, subangular blocky st nictise; fri- tion was aixed hardwood forest. able; few fine.pores; few black (lOYR 2/1) In a representative profile� the surface layer is clay fillings in root channels; few red iron very dark gray loan about 7 inches thick. The sub- concretions and few black manganese concre- , soil is about 29 inches thick. The upper part is tions; few light-gray lime concretions; dark yellawish-brown and yellowish-brown light clry about 5 percent coarse fragmen u• mildl loaa. The lower part is li�t olive-brown loaa. The ' Y imderlying materisl is light olive-bravn. calcareous alkaline; strongly calcareous; clear� loaa. smooth boundary. , ' C2--48 to 60 inches, lig�t olive-brown (2,SY S/4) Hayden soils have high available aoisture capx- loam; cortman, fine, prominent, yellowish- ity and moderate peiaeability. Internal draina� is brown (lOYR 5/8) mottles; weak cleavage planes medi�. The water table is at a depth below S feet friable; few fine tubular pores; few� fine, , in all seasons. Hayden soils have low organic-�atter very dark grayish-b mwn (lOYR 3/2) clay fill- content and medi m natural fertility. The subsoil ings in root ch annels of upper part; comnon in most places is hig� in phosphonu. Roots pene- white lime concretions and concentrations; trate the soil deeply and easily. The su;face la�•er mildly alkaline; strongly calcareous. , is eas i ly eroded. , 36 l� \ . rnickness of the solum range� from 20 to 48 cla�• loam subsoil are exposed in cultivated ' ,��1,es but is conaonly 28 to 36 inches. The Ap ' fields. �ati:on is very dark �ray to dsrk �rayish broan. In Included in mapping were a few patches of Dalbo • ��civated areas the A1 horizon is 3 to S' inch es soils. There are areas of Dundas and Cordova soil� � L�l�k and is black or very duk yray. The A2 hori- in sl�sllow drainageway3. Areas of Glencoe soils p�, where present� is 3 to 8 inches thick and is were also included in the few scattered depressions. ,�ry dark �ray to �rayish brovn. The 82 horizon Nost areas of this soil �are in permanent pasture � �nerally is dark yelloxish brown bUt is yella+ish or �+oodland. This soil is good cropland and is suited ' .n.,n and olive brown in places. The 82 horizon has to all crops co�mnonly grown in the county. The hazard � a�rked increase in clay contant as compared to the of erosion is severe. Good management is nquired ,� 1ori:on. The finest textured part of the B hori- to reduce erosion and nrnoff. (Capability unit ;� ranges froa 22 to 35 percent clay but is typi- IIIe-1; woodland group 1; building site group 5) ' ulty 28 to 33 percent clay. Sand conteni ranges �� 30 to 45 percent, with 25 to SO percent of the- Hayden loam, 12 to 18 percent slopes (HbD) .--'lhis �nd fraction coarser than fine sand. 'Ihe C horizon hill� soil occupies 2-acre to 15-acre, irregularly contains 18 to 24 percent clay and 35 to 60 percent shaped areas on hillsides and knolls. Slopes are y�, , High-chroma mottles are common throughout the typiully 60 to 125 feet long. Some areas are on 1 �hori=on. In some areas then are iron oxide con- the side slopes of low hills, and slope is mainly ' cetiorts. In the eastern pazt of the county, there in one direction. Slopes are in several directions, u a IIC horizon of reddish-brown loamy or sandy however, in most areas. This soil has a profile ' terial at a depth of 4 to 20 feet. The A horizon similar to that described as representative for the � zcidhtoYneutralo neutral. The B horizon is medi- series, except that the surface layer is dark gray- ish brown and is much lighter colored when dry. Hayden soils are not so fine textured as the 'm en are a few scattered exposures of the dark- iular Erin soils. _ They are finer textured throug}t- brown clay loam subsoil. The surface layer and the aut the profile than the associated Heyder soils. subsoil are co�only thinner than those in the pro- den soils are not mottled in the B2 horizon as file described as representative for the series. the associated Nessel soils. 'lhey are finer Included in mapping were small patches of Dalbo tured and lawer in content of gravel and cobble- soils that occupy convex positions. Areas of Dundas stoaes than the similar Kingsiey soils and have a and Cordova soils occupy shallow drainageways and ' �t�r colored Ap horizon than the associated depnssions. ' s ter soils. . Nost areas of this soil are in pe�anent pasture or xoodland. The hazard of erosion severely limits Hayden loam, 2 to 6 percent slopes (HbB).--'Ihis the ase of this soil for cultivated crops. If etly imdulating soil occupies 2-acre to 15-acre, co�on management practices are used, intertilled � rregnlarly shaped areas on Imolls and hillsides. crops shwld be grown only �occasionally. 'Ihis soil � lopes are 75 to 125 feet long. The slope in m�st _ is better suited to hay and p�.sture than to most ptices is in several directions. This soil has the other crops. (Capability unit IVe-1; woodland group file described as representative for the series, 1; buiiding site group S) Included in mapping were a few, small, eroded tches of soils that have a surface layer of dark-- Hayden loam, 18 to 24 ercent slo es HbE lrwn clay loan. Also included were a few atches p p � � ' -�13 Dalbo soils that have convex slo es. Included in steep soil occupies 2-acre to 10-acre areas on hill- , P sides. Slopes are co�monly 50 to 100 feet long and n'a+, concave drainageways rere areas of the poor- aze broken by shallorr downslope drainageways. This drained D�mdas and Cordova soils. A few scattered soil has a thinner surface layer and subsoil than �Pzessions contain areas of Glencoe soils. those described as representative for the series. TMe main management nee�s tre control of erosion Included in mapping were a few, small, 2-acre to �aintenance of tilth. The hazard of erosion is 3-acn, gentle crests and side-slope bench es. rate. This soil is well suited to all crops hbst areas of this soil are in pe�anent pasture �only gr�,n in the county. If management is good, or xoodland. Steepness of slope severely limits iu 11s soil is suited to row crops nearly every year. tise for comnon farm crops. If not protected by �ability i.mit IIe-1; xoodland group 1; building plant cover, this soil erodes rapidly. It is diffi- t, �� S� cult to operate machinery on the steep slopes. This soil is sost productive when managed for grazin� �den loam, 6 to 12 percrnt slopes (HbC� .--This or woodland or maintained in its natural state for l�ne soil occupies 2-acre to 15-acre� irregularly �creational use and for r+ildlife habitat. (Capabil- areas on hillsides and knolls. Slopes ue ity imit VIe-1; woodland group 1; building site nly 75 to 125 feet long. In most places the group S) u0� ls in several directions. This soil has a tlle similar to that described as representative Ha7den clay loam, 2 to 6 percent slopes eroded N� series, excepc that 2.he surface layer is (NcB� .--This gently �mdulating soil occupies 2-acre � Rayish brown ar.d is w ch lighter colored when• to 15-acre, inegularly shaped areas on knolls and ' � f�4 scattered patches of dark yellowish-brown hilisides. Slopes are 75 to 125 feet long. In most 37 � � . r � - 1 �,y \w ' 1 1 places the slope is in several directions. Bec�usd because they loosen the soil and increase eros• this soil is eroded, the surface layer in culciv�ted This soil is well suited to hay and pasture �r��• ueas h u been mixed with the subsoil and is very which protect the soils. It is also well suit�' ' dark �rayish-brarn or dark grayisThy-,broIn Claces�the 1� buildin (sit�ility unit IVe-1; xoodland Qro� It is ouch li�ter colored when d p � group 5) brarnish subsoil is exposed. ' � Included in aapping were small patches of Dalbo Ha den cla loam 18 to :4 ercent s�o es t soils that have convex slopes. Also incladed rere (HcE2).--This steep soil occupies 2-acre to 10�� areas of poorly drained D�u�das and Cordova soils in areas on hillsides. Slopes are coa�nonly 50 to 0� narraw drainageways that cross t?►is soil and areu feet long. Slopes are broken by shallow downs�o� of Glencoe soils in scattered depressions. drainageways and occazional deep ravines. Beca�� ' The main liaitations are maintenance of tilth and this soil is eroded, the surface layer is clay•lo� � control of erosion. This soil is well suited to all that is a mixture of the ra ish-brown surface� the cmps co�only gro++n in the county. If the and the dark g y soil is well �anaged, rox c�rops can be grown on it Y�1Lowish-brown subsoil. In a g�wl�ctj areas the surface layer is dark brown and consists � ' , nearly every year. (Capability �mit IIe-1; roodland mainly of material from the subsoil. This soil hts f group 1; building site group S) a t}�inner surface layer and subsoil than the one described as t ical for the series. A few, saall, � Hayden clay loam, 6 to 12 percent slo es ercded � P . calcareous, olive-brown bald patches occur near Ne ' (NcC2) .--This rolling soil occupies 2-acre to 15- crest of slopes. This soil is lower in organie- acre, irregularly shaped areas on knolls and hill- matter content and is less friable than Hayden loa� sides. Slopes are commonly 75 to 125 feet long. Steepness of slopes severely limits the use of Because this soil is eroded, the surface layer is this soil for farming. This soil erodes rapidly in ' clay loan that is a mixture of the dark grayish- azeas where the vegetative cover is sparse. It is brown material from the original surface layer and better suited to p�sture or woodland or to recrea- the dark yellowish-brawn subsoil. 'Ihe color is much tional or wildlife uses than to most other uses. li�ter when dry. In places small patch es are ex- (Capability unit VIe-1; woodland group 1; building ' posed that consist mainly of the brownish subsoil. site group S) llzis soil contains less organic matter and is less _ _ friable than Hayden loams, Hayden and Lester loams, 24 to 35 percent s�lopes Included in aapping were small patches of Dalbo (HdF� . 'Ihese very steep soils occupy 2-acre tp 10- ' soils that occupy convex positions. Also included acie areas on hillsides, on sides af deep ravines, xere azeas of D�mdas and Cordova soils in shallw and on slopes adjacent to lakes and sloughs. $lopes - drainagexays. Snall, scattered depressions that aze�co�only 50 to 120 feet long. About 70 percent contain are as of Glencoe soils were also included. of this umit is Hayden loam, and 30 percent is ' 'lhis soil is good cropland and is suited to all Lester loam: 'Ihe surface layer of the Hayden loam the crops co�anly grown in the county. 'me hazard is thinner and lighter colored than that of the of erosion is severe. Good �anagement is needed to Lester loam. The Hayden and Lester loams have a contml erosion and runoff. (Capability im it IIIe-1; profile similar to that described as re�resentative ' woodland group 1; building site group 5) for their respective series, except that they have a thinner sur�ace layer and subsoil. • Hayden clay loam, 12 to 18 percent slopes, eroded Included in mapping were shallow downslope drain- (HcD2) .--This hilly soil occupies 2-acre to 15-acre ageways that contain poorly drained soils that have � az'eas on hillsides and knolls. Slopes are co�only a thick, dark surface layer. A few areas of gently 6Q to 125 feet long. 'Ihe slope is generally in rolling soils on hilltaps were included with this several directians. Because this soil is eroded, mapping iu►it in some places. Small sl�ps occur the surface layer is clay loam that is a mixtun of down slope. ' the dark grayish-brown material from the original Most areas of these soils woodland. The hazard surface layer and the dark yellowish-brown subsoil. of erosion is very severe. The very steep, short In places the sia face layer is mainly material from slopes comnonly limit the use of these soils to the dark-brown subsoii. The dry color is mucf� woodland, wildlife habitat, and enhancement of the ' lighter. This soil is lower in organic-matter can- natural beauty of the azea. (Capability �mit tent and is less friable than Hayden loams. VIIe-1; woodland group 1; building site group 5) Included in aapping were a few, calcareous, olive- brown, bald patch es near the crest of slopes. Included in convex areas wen small patches of Dalbo � Heyder Series ,_ soils. Areas of Dimdas and Cordova soils were in- cluded in the few shallow drainageways and drpres- The Heyder series consists of deep, welI-drained sions, soils that fox�ed in lo ' This soil is severely limited for cultivated �Y glacial till. These soils have convex slopes and are on knolls and hil:: crops because of th e steepness of slopes and the The hills and knolls are S to 200 aczes in size an� hazard of seve n erosion. Careful management is lie S to 80 feet above the surrounding drainagewa��s needed if inte n illed crops are grown. Corn should and depressions. Slopes range from 2 to 35 percen� be grown only occasionally. Soybeans are not suited, �d a�e 75 to 250 feet long. Stones and boulders ,' � 38 , � , . 113 Rock fragment content: 1 to 8 percent alphabetical order, in this section. gravel by volume throughout the proftle 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. Valuo-2 or 3 Chroma-1 or 2 Inclusions Texture-clay loam or loam * Cordova and similar soils * Angus and similar soils Bt horizon: Hue-lOYR or 2.SY Major 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 infortnation 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� to 6 Lester Series Chroma-2 to 4 Texture-loam or clay loam Depth class: Very deep Drainage c[ass: Well drained Permeability: Moderate 239--Le Sueur clay loam, 1 to 3 Landform: Moraines �I'CeIIt SIO�S Parent material: Till Taxonomic class: Fine-loamy, mixed, Composition superactive, mesic Mollic Hapludalfs Le Sueur and similar 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 Setting 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. Surfaee layer texture: Clay loam Depth c[ass: 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 DominaRt parent material: Till blocky structure; friable; many fine Flooding: None roots; about 3 percent gravel; slightly Water table depth: 2.5 to 4 feet acid; abrup[ smooth boundary. Available water capaciry to 60 inches or root-limiting layer: About 10.5 inches Bt 1--7 co 21 inches; brown (lOYR 4/3) clay Organic maner 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 � :1�'��3�-�L'wKlY/iK'�OLL+in.__�. . . .._�. ' � � e� 114 ' and few very dark gray (l OYR 3/1) � organic coats on faces of peds; about 2 Bt horizon: , percent gravel; s(ightly acid; clear Hue-lOYR or 2.SY � smooth boundary. Value-d or 5 Chroma-3 or 4 ' Bt2-21 to 38 inches; dark yellowish brown Texture-clay loam or loam (lOYR 4/4) clay loam; moderate 1 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-4 or 5 brown (lOYR 2/2) organic coats on Tezture-loam � : faces of peds; about 3 percent gravel; - slightly acid; gradual smooth boundary. C horizon: � Hue-lOYR or 2.SY ' Bkl-38 to 50 inches; yellowish brown Value-4 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 to 12 s�i�cly a�x�i�e; clear wavy boundary. percent slopes, eroded ' 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; � common very pale brown (lOYR 8/2) Iandform: Moraines ' carbonate threads; about 2 percent Position on landform: Back slopes and � gravel; violently effervescent; slighdy shoulders alkaline; clear wavy boundary. Slope: 6 to 12 percent ' C--60 to 80 inches; yellowish brown (lOYR Component Description � 5/4) loam; ; massive; friable; common Surface layer texture: L.oam ' 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 capaciry to 60 inches or � ' Range in Charaderistics root-limiting layer: About 10.4 inches Depth to carbonates: 20 to 54 inches Organic maner content: Moderate � Rock fragment content: 1 to 8 percent gravel by volume throughout the profile A typical soil series description with range ' in characteristics is included, in � Ap horizon: alphabetical order, in this scction. Hue-lOYR Additional information sp�cific to this map ' Value-2 or 3 unit, such as horizon dcpth and textures, is � Chroma-I or 2 available in the "Soil Properties" sxtion, Texture loam or fine sandy loam Part II, of this publication. ' BE horizon: present in some pedons Inclusioas � / ' / ! � iis � �` Hamel and similar soils * Terril and similar soils * Terril and similar soils * Storden and similar soils � ' Storden and similar soils * Lester noneroded • Lester noneroded * Angus and similar soils * Angus and similar soils Major Uses of the Unit � Major Uses of the Unit * Cropiand '` Cropland * Hayland * Hayland * Forest land � * Forest land For general and detailed information For general and detailed information concerning these uses, see Part II of this concerning these uses, see Part II of this publication: � publication: * Agronomy section * Agronomy section * Forest Land section � * Forest Land section 106E--Lester loam, 18 to 25 � 106D2—Lester loam, 12 to 18 percent slopes percent slopes, eroded Composidon Composition Lester and similar soils: About 77 percent � Lester and similar soils: About 55 percent Inclusions: About 23 percent Inclusions: About 45 percent � Landform:Morain� � Landfornt: Moraines Position on landform: Back slo and P� Position on landform: Back slopes and shoulders � shoulders Slope: 18 to 25 percent Slope: 12 to 18 percent Component Description Component Description Surface layer teuure: Loam � Surface lay�r texture: Loam Depth c[ass: 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 maierial: 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-limiting layer: About 10.3 inches root limiting layer: About 10.4 inches Organic matter coruent: Moderate Organic matter conteru.• Moderate � A rypical 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 section. Additional information specific to this map Addicional information specific to this map unit, such as horizon depth and textures, is unit, such as horizon depth and teztures, is available in the "Soil Properties" section, available in the "Soil Properties" section, Part II, of this publication. � Part Il, of chis publication. Inclusions Inclusions * Hamel and similar soils � ` Hamel and similar soils • Terril and similar soils � 179 � ENGINEERING I1DEX PROPERTIES � ass> >ca �on ragmen s ercen age pass ng Map symbol Deptn USDA texture s�eve number-- LiQuid Plas- and soil naae > - limit tiCity tm�fted MSHTO inches inches lndex � Tn �Ef— -P� �C— 7A: Hubbard--------- 0-20 Loamy sand SM, SP-SM A-2 0 0 98-100 95-100 50-80 10-25 15-20 NP 20-46 Sand, coarse SP-SM. SN-SM A-1. A-3. 0 0 98-100 95-100 25-75 5-12 15-20 NP 5and. loamy A-2-4 � sand 46-80 Sand, coarse SP. SW A-1. A-3. A-2 0 0 95-100 85-100 20-70 2-5 15-20 NP sand 76: � Hubbard--------- 0-18 Loamy sand SM, SP-SM A-2 0 0 98-100 95-100 50-80 10-25 15-20 NP 18-40 Sand. coarse SP-SN. SW-SM A-1. A-3, 0 0 98-100 95-100 25-75 5-12 15-20 NP sand, lomny A-2-4 sand 40-80 Sand. coarse SP. SW A-1. A-3. A-2 0 0 95-100 85-100 20-10 2-5 15-20 NP � sand 7C: Hubbard-------•- 0-12 loamy sand SM, SP-SM A-2 0 0 98-100 95-100 50-80 10-25 15-20 NP 12-33 Sand. coarse SP-SM, SW-SM A-1. A-3. 0 0 98-100 95-100 25-75 5-12 15-20 NP sand, loamy A-2-4 � sand 33-80 Sand, coarse SP. SM A-1. A-3. A-2 0 0 95-100 85-100 20-70 2-5 15-20 NP sand 86: � Sparta---------- 0-16 Loamy sand SM A-2. A-4 0 0 85-100 85-100 35-95 15-50 0-14 NP 16-29 Loamy fine SP-SM, SM A-2. A-3. A-4 0 0 85-100 85-100 50-95 5-50 0-14 NP sand, fine sand. sand 29-60 Sand. fine sand SP-SM, SM, SP A-Z. A-3 0 0 85-100 85-100 50-95 2-30 0-14 NP � 35: Blue Earth------ 0-10 Mucky silty OL. ML A-5 0 0 95-100 95-100 85-95 80-95 41-50 2-8 ciay loam 10-68 Mucky silty OL. ML A-5 0 0 95-100 80-100 80-95 BO-95 41-50 2-8 clay loam. � clay loam. mucky silt loam 68-BO Clay loam, CL. ML A-6. A-7 0 0 95-100 90-100 80-100 70-95 35-50 11-20 loam. silty � clay loam 748: Oickinson------- 0-18 Fine sandy loam SM. SC. SC-SM A-4. A-2 0 0 100 100 85-95 30-50 15-30 NP-10 18-?0 Fine sandy SM. SC. SC-SM A-4 0 0 100 100 85-95 35-50 15-30 NP-10 � loam. sandy loam 30-�6 Loamy sand. SM. SP-SM. A-2. A-3 0 0 100 100 80-95 5-20 10-20 NP-5 loamy fine SC-SM sand, fine � sand 36-60 Sand. loamy SM. SP-SM A-3. A-Z 0 0 100 100 70-90 5-20 NP fine sand. loamy sand 86: Canisteo-------- 0-'.B Clay loam ML. Cl A-7 0 0 95-100 95-100 BS-100 60-100 40-50 15-20 18-39 Clay loam. CL A-6. A-7 0 0 98-100 90-100 85-100 65-95 38-50 25-35 loam, s�lty Clay loam 39-BO Clay loam, loam CL A-6 0 0-5 95-100 90-98 80-95 50-75 30-40 12-20 106C2 Les[er---------- 0-i Loam ML. CL. CL-ML A-5. A-4 0 0-5 95-100 90-100 80-95 50-85 30-40 10-15 7-?S Clay loam, loam CL A-5 0-1 0-5 95-100 90-100 BO-95 55-75 35-40 15-20 38-30 Loam, clay loam CL. CL-ML A-5 0-1 0-5 95-100 90-100 75-90 50-10 30-40 15-20 ,� � � 210 � vHrSi:A. oROPERTIES OF SOILS (Entries under 'Eros�on faCtors--T' apply to tne ent�re profl le Entn es under 'Wind erod�Dility 9roup' and � "Wind erodabil�ty �ndex" apply only to tne su�face layer) ros�on ac ors in �n Map 5ymbol Depth Clay Mo�st °e�nea- Available Shrink- Organic erod�- eroC�- , and so�l name bulk ��l�ty Nater swell matter - b�l�ty bility dens�ty capac�ty Dotent�al K Kf T group �ndex ---�- -p�- gT n i r n i n -p�- , 7A: Hubbard--------- 0•20 4•10 1.45-1.60 6.00-20.00 0.08-0.12 La+ 2.0-5.0 0.15 O.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 0.03-0.01 Low 0.0-0.5 0.15 --- ' 78: Hubbard--------- 0-18 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 16-40 1-5 1.55-1.65 6-00-20.00 0.03-0.07 Low 0.0-0.5 0.15 0.15 40-80 0-5 1.55-1.65 6 00-20.00 0.03-0.07 Low 0.0-0.5 0.15 --- ' 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 1 12-33 1-5 1.55-1.65 E.00-20.00 0.03-0.07 Low 0.0-0.5 0.15 0.15 _ 33-BO 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.D0 0.09-0.12 Low 1.0-2.0 0.17 0.17 5 2 1 ' 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 Lor+ 0.0-0.5 0.15 0.15 35: Blue Earth------ 0-10 18-32 0.20-0.80 0.60-2.00 0.18-0.24 Moderate 10-25 0.28 0.28 5 6 4 ' 10-68 18-32 0.20-0.80 0.60-2.00 0.18-0.24 Low 10-25 0.28 0.28 68-BO 18-32 1.30-1.60 0.20-2.00 0.14-0.16 Moderate 0.0-0.5 0_37 0.37 748: Dickinson------- 0-18 10-18 1.50-1.55 Z.00-6.00 0.12-0.15 Low 1.0-2.0 0.20 0.20 4 3 8 ' 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 Low 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 , 18-39 25-35 1.35-1.50 0.60-Z.DO 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 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-BO 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 4 ' �-36 24-3Z 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 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 4 , 5-34 24-32 1.45-1.55 0 60-2.00 0.15-0.19 Moderate 0.5-1.0 0.28 0.28 34-80 22-30 1.55-1.75 0.60-2.00 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 Moderate 4.0-7.0 0.28 0.28 5 6 4 � 18-38 28-35 1.35-1.50 0 20-0.60 0.15-0.19 hbderate 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: Glencoe--------- 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 4 10-35 25•35 1.35-1.45 0.20-2.00 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.SOi 0 60-2.00 0.15-0.19 Low 0.0-3.0 0.28 0.28 138 ' Lerdal---------- 0-9 27-32 1.15-1 251 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 35i 0 06-0.20 0.13-0.19 H,gh 0.5-1.0 0.32 0.32 42-60 27-35 1 35-1 45; 0 20-0 60 O la-0.19 Moderate 0.0-0.5 0.37 0.37 , ' 240 � ' NATER FEATl1RES � ' 0o ing �g wa er a e an pon in9 � ' Map symbol Hydro- �a er aximun antl so�l name logic Frequency Ourat�on MOnths taDle Kind of Months Ponding pond�n group depth water table durat�on depth9 ��- —�— � , 1A Hubbard--------- A None --- --- >6.0 --- --- --- --- 76: � Nubbard-----•--- A None --- --- >6.0 --- --- --- --- ' 7C: Hubbard--------- A None --- --- >6.0 --- --- --- --- 8B: �' Sparta---------- A None --- --- >6.0 --- --- --- --- 35: Blue Earth------ B/D None --- --- +1.0-0.5 Apparent Jan-Dec Long 1.0 74B: ' , Dickinson------- B None --- --- >6.0 --- --- --- --- 86: Canisteo-------- B/0 None --- --- 0.5-1.5 Apparent Oct-Jul --- --- 106C2: � ' Lester---------- B None --- --- >6.0 --- --- --- --- 106D2: Lester---------- B None --- --- >6.0 --- --- --- --- � ' 106E: `• Lester---------- B None --- --- >6.0 --- --- --- --- 109: Cordova--------- B/0 None --- --- 0.5-1.5 Apparent Nov-Jun --- --- ' 114� � Glencoe--------- B/D None --- --- +1.0-0.5 Apparent Oct-Jul Long 1.0 ;; 136: . Lerdal---------- C None --- --- 1.5-2.5 Perched Apr-May --- --- �: ' 158A: �t.-i` Zirtmerman------- A None --- --- >6.0 --- --- --- --- � 1588: ' Zirtmerman------- A None --- --- >6.0 --- --- --- --- �. 158C: Zirtmerman------- A None --- --- >6.0 --- --- --- --- ' 158E: � Zimmerman------- A None --- --- >6.0 --- --- --- --- �; . 169C: Braham---------- B None --- --- >6.0 --- --- --- --- ' 181: ,-, . Litchfield------ B None --- --- 2.5-4.0 Apparent Mar-Jun --- --- - - 229: ' Waldorf--------- C/D None :-- �� 0.5-1.5 Apparent Nov-Jut -== --- t. 231C: ° lester---------- B None >6.0 '` 231D: Lester---------- B None --- --- >6.0 --- --- �` --- --- .�. --- � 235: Nessel---------- B None --- --- 2 0-3.5 Apparent Nov-Jun --- ,r. ' -� ' '•, , �(-- —_ 333 East Main Street I�� PO.Box 388 �* '�"� ° ' SYSTEMS ��r�`��"� ` Elk River, MN 55330 �� i,p�ii il � (763)441-7509 � Eco svsrEM�� ,��;._r , ; ,,,,_ (800)554-7509 � _ Fax:(763)441-9176 - --- --. e-mail:h2olab@Ikdllink.net ILOG OF SOIL BORINGS Last name: JABBOUR File number: S02K015 ' First name: GABRIEL Address: 985 TONKA Wq ROAD ' City: ORONO Zipcode: 55356 County: Legal: LOTS 1-5, MORSE ISLAND PARK, HENNEP�N COUNTY, MN ' ' Auger type: 3"OPEN BUCKET Seasonai water table: NOT OBSERVED BORING#1 ' Water table: NOT OBSERVED 00-08"-BLACK(10YR 2/1)FINE SANDY LOAM,WE,qK FINE SUBANGULAR BLOCKY STRUCTURE;VERY FRIABLE ' CONSISTENCE 08-16"-YELLOWISH BROWN(10YR 5/4)FINE SANDY LOAM;WEqK MEDIUM SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE CONSISTENCE ' 16-48"-DARK YELLOWISH BROWN(10YR 4/4)CALY LOAM•M PALE BROWN(10YR 6/3)SAND COATINGS ON FACE OF PEDS�FEW FINE LIGHT'GRAY(OYR 7/2L SC�STRUCTURE; ' FEW FIN E P R O M I N E N T Y E L I O W I S H R ED(5YR 4/6)FE CONCRETIONS � H A L E F R A G M E N T S; 48-72"-LIGHT OLIVE BROWN(2.5Y 5/4)CLAY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE;DRY SOFT , CONSISTENCE;MANY MEDIUM PROMINENT YELLOWISH RED(SYR 4/8)FE CONCRETIONS;IIGHT GRAY(10YR 7/1 CLAY FILMS;CALCIUM CARBORATE THREADS AND CONCENTRATIONS;FEW FINE DISTINCT LIGHT BROWNISH GRAY ' (10YR 6/2)RELiCT FE DEPETIONS;FEW FINE PROMINENT STRONG BROWN(7.5YR 5/8)FE CONCENTRqTIONS ' , THE TERMS REDUCTIONS AND CONCENTRqTIONS REFLECT CHANGES IN SOfL TAXONOMY. THE PREVIOUS TERM USED WAS MOTT��NG. REDUCTIONS ARE GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. ' ompa License 208 Soil borings pertormed by: KLOEPPNER/MILLER �ate completed: 11/20/02 ' ' ' 1 12/07/02 Page 1 , INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET A. Flow Estimated GPD = 450 gallons ' B. SEPTIC TANK LIQUID VOLUME = 1000 gallons ' C. SOILS (refer to site evaluation) 1. Depth to restricting layer= 72 inches 2. Ma�dmum depth of system (C 1-3ft) = 36 inches , 3. Percolation rate = 30 mpi 4. Soil Sizing Factor = 2.20 sq.ft./gpd 5. Land slope= 5 % ID. DRAINFIELD REQUIREMENTS ' Infiltrator Model = High Capacity Chamber Model H10 Equivalent Rock Depth = 42 Inches Reduction Fador= Q.80 tSquare Footage Requiremerrt= 792 sq.ft. Lineal Feet= 264 ft ' Number of Trenches= 6 ea Length of Trenches= Varying Lengths ' Absorotion Width Sizing Pero rate MPI / Soil Texture Sq.ft. per Gallons per G�P a /S .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 1 ' ' ' , � ' 12/07/02 Page 2 � ' Gravity Distribution Minimum suggested is 600 gailons per hour(10gpm)to stay ahead of water use rate. ' Maximum suggested for delivery to a drop box of a home system is 2,700 gallons per hour(45gpm)to prevent build-up of pressure in drop-box. ' A. Detertnine head requirements: 1. Elevation ditference befinreen pump and point of discharge= 12 feet 2. Head required for manifold= 0 feet ' B. Calculate Friction loss: 1. Lenth of Discharge Line= 150 feet ' a. From fiction loss table read friction loss per 100 ft.: 1.20 feet b. Friction Loss in Discharge Line= 1.8 feet ' c. Add On Head Loss= 5 feet Total Head Loss 18 feet ' A pump must be selected to deliver 26 gpm with 19 feet of total head. � ' � ' ' ' ' � ' , ' 12/07/02 Page 3 , TRENCH ELEVATIONS ' TRENCH FINISHED TOP OF DEPTH OF NUMBER GRADE CHAMBER TRENCH ' 1 112.50 ' 111.50 1 10.17 ' 2 112.20 111.20 109.87 3 111.90 110.90 109.57 4 111.50 110.50 109.17 5 111.40 � 110.40 109.07 ' 6 111.10 i 110.10 108.77 ' ' , ' ' ' ' ' , ' � ' ' ' 12/07/02 Page 4 ' Sizin�ot Pump Station Xerxes 1500 Gallon Fiberglass Compartmented Tank(1000/500) using the 500 gallon chamber for the lift. ' WITH SCREENED PUMP VAULT 1. DeteRnine Surface Area ' a. Length of Tank 13.88 feet b. Radius of Tank 2.50 feet c. Surface Area 272,4 a,ft, , 2. Gallons Per Inch-Center Aroa of Tank 169.8 gallons/inch 3. Inside Bottom of Tank to Inlet Invert 52 inches � 4. Surge Capaaty a. Distance between pump on and inlet invert 26 inches ' S. Percent of Daily Flow Per pose 20 % Volume of Dose 90 gallons A. Catculate Drainback ' 1. Determine total pipe length= 150 feet 2. Detertnine liquid volume of pipe= 17.4 gallons per 100 feet 3. Drainbadc= 26.1 gallons � 6. Total Pumpout Volume 116 gallons 7. Total Pump Out In Inches 1 inches , , ' ' ' � , � , � ' ' ' APPENDIX C � PARTIAL MATERIALS LIST � � � � � � � � � � � � � � � ' 12/07/02 Page 1 ' t�rials List ' �eQtic Tank(s) ' 1 Xerxes 1500 Gallon Fiberglass Tank �eptic Tank Comq�nents , 1.0 number of 24"risers 2 feet of 24"riser 1 Orenco#FL24GI4, 24"dia. Riser Cover ' Lift Tank 1 Xerxes 1500 Gallon Fiberglass Compartrnented Tank(1000/500)using the 500 gallon chamber for the I ' 1 number of 24"risers 4 feet of 24"riser 1 Orenco#FL24GI4,24"dia. Riser Cover ' Screened Pump Vault 1 Orenco Screened Pump Vault#PVU57-1819 , i Pum 1 ea. Orenco #P200511, 1/2hp, or Goulds Blaster Equal ' 1 ea. Pawarranty, 5 year Warranry 1 ea. CAMLOCK ' Floats &Alarm Panel 1 ea. Orenco A1 RO, Simplex Alarm Panel, 115V, (or SJE Rhombus equal) ' 1 ea. Orenco#MFABT, Float Assembly, High Level, Pump ONOff, Redundant Off(or SJE Rhombus Equal) (A=Mercury Float, (normally open), 6=Mechanical Float(normally open),T=Mercury Float(normally Gos ' Infiltrator Chambers Model: High Capacity Chamber Model H10 42 Number of Chamber Sections ' 6.0 Number of Drop Boxes Pj�ing , 15 ft of 4"schedule 40 PVC 2 Dia. of Supply Line�nches 150 Feet of Supply Line ' ' 1 ' , ' ' APPENDIX D ' DATA SHEETS � � � � � � � � � � � � � � � ! . 1 . 1 1 1 � � . _ . . . . . . _ 1 � 1500 Gailon Residential Se tic Tank p ' The 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 /eading supplier of underground storage '� tanks for the petroleum 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 wastewater systems. _ , You can count on XERXES with more than 20 years experience and over 100,000 under- ground tanks delivered and instaNed, to provide innovative producfs 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° � coRaoaanoN httpJMrww.xerxescorp.com•Phone:(952)887-1890•Fax:(952)887-1882•Info�xerxescorp.com ' � 1 XERXES . � 1 ' ' ��•_�0 ,L,,•• , S• ♦• 10• t0•-{ Ls•• I _ ' J• DtA ({) � 70• I.D. OrOl�M6 I i I I I ' - � ' ' � �� -- :�-- - - - - - -- , , I :.. � , ' I I 1 23•O.D.(2) y, IS•� ' s7 1i��• ii �ii�•(rn) ( BAFFLE DETAIL , MFfLE i ti�: I �2 L1 V I ` , 1° � \ I � ' N 3/t , S2 7/E' IMY[RT I 1 � I I ' L7 OF TAN( 1/}p( TAIR ' ' Product Specification • Height (outside) - 64-3/8" •Actual Total Galions - 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. • Graviry Flow or Low Pressure STEP Tanks • Inlet Invert Elevation - 52-7/8" • Baffle/Partition Wall Optional \ ' Contact Your XERXES Re resentative for More /nformation P . •, . . ' . m2002 Xences Corpora6on Rsr�ro�Pa ' • TM , XERXES RST -II Installat�on instructions , 1 ,500-Gallon & 1 ,000-Gailon Residential Septic Tanks ' G@t1Al'8I 2. The burial depth of che tank(between�the top of 1. Comply with all fcdcral, stace and local laws, reguh- the rank and grade) must be between 18 incha and cions, codu and safcry precautions. 60 inches.The aaual depch is determined by che ' p(umbing rcquircments. CAUTION 3• When determining che depch of the exravation, allow for a 6-inch-chick bcd oF backfill undemath Do not install t�it tank in an ana t�at jxu u�utab(�soil the cank. ' conditions, or is swbj�ct to flooding or rlidin� because 4. &sure there are at least 18 inches betwccn the side prnpmry damage�occur. of the excavacion walI and any point on the cank ' cauTioN A.f�:�ung r��, do not op�rau h�a � = Backfillmg and Installation }'� �¢ 1. The RST-II must be installed using either pea mrnt vr allow tra„�ic(with a wheel lond o more than ' 2,500 pounds)o�er rbe sia becaus�propmy dan,age gravel,crushed stone, or clean, compaaed sand as may occur. backfill material. 2. The backfill material must be dean and free of 2. If che tank is not going to be used immediately after debris. No piece of the backfill material should be ' installation, it is good practice to fill the tank with larger than 1/2-inch in diameter. water as baIlasc. 3. Prepare the bottom of the eccavation so that ic is 3. Failure to follow these installation instructions may smooth and flat. Make sure there are no large rocks ' void the tank vParranty. or objects (greater than 3/4-inch in diameter),or sharp rocks or objects, 4. Put in a Crinch-chick bed of backfill. � Handling and Storage 5. Carefully lower the tank into the accavarion hole. 1• Lift the tank with straps or ropes by using the �• �en placing the tank, make sure it is�level and lifring eyes on cop of the$ange. at the proper grade. 7. Place one 12-inch lift of backfill material evenly , around the tank. A ww�� 8. Push the backfill in place by using a nonmetal Do not drop the tan�b�caust death or striour injury probe long enough to reach beneath the tank.Work ' ��r the backfill under the tank body and domes so the tank is fully supponed. Make sure there are no 2. Store the tank on a surface chat is smooth and flat. voids under the tank. ' Make sure there are no sharp objects that will come in contact with che tank. CAUTION 3. Secure the tank if it is in an area in which strong Do not strike the tank urith the probe becaus�tank winds may occur. damuge may occur. ' , 9. Backfill co the invens of the i in . PP g Exeavation 10. Check to see that che plumbing matcha up and , 1. Prepare an occavation hole that is a minimum of install che plumbing. 9-feet-wide by l7-Feet-long(for a 1,500-gallon 11. Backfill to grade. tank) or 13-fecc long(For a 1,000-gallon tank). � XERXES� ' C017'JtAT:O`7 7901 X�rs«Avenue Soutfi MlnnNpdL,MN 55431 Phons:952-887-1@90 Fa�c 952-887-1870 Web�lb:www.r�icurp.com ' asr vat ' Biotube�' Pum Vault � p Applications Standard Features & Benefifis Oren�� F�.u��nc«i` Biocube Pump Vaulcs are ideal For hlcering and • Inscalls quickly in new or existing tanks tran,E��rcin,� �ttluenc hom septic canks or separace dosing canks in • Easy access design allows filcer cartridge et�lurnc E�urlE�in; ��srems. They prevent large solids from leaving removal without pulling che pump or the cank. �ir.im.uic.ill�� improving wastewacer qualiry and extending vault; simplifies filter inspection and �he lit< <�t�i�,��nscre:un creatment systems. Each pump vault houses maintenance either ��n� i`imE�lex) or cwo (Duplex) High Head Ef�luenc Pumps, dischar_�e .��embl��(ies), Biotube filcer cartridge, float s�vicch assem- • Patented Biotube filter has several bl�•, an�i t1��a� s�em bracket. Pump(s), float switch assembly, and times the filtering capaciry of o�her disch.ir��e .is<�ci�bl�i ies) are ordered separately. pump vaulcs • Removes approximately two-thirds of ' ' suspended solids, on average •Accommodates Simplex or Duplex _ _ configuration, for use with one or ' � - - E two pumps � • Float stem bracket allows e removal � �' ' and adjustment of float assembly • Sturdy, molded polyethylene and cono- ' � sion-proof construction ensure long life ' Biofiube Fiftering Process Effluent from the relatively clear zone of the septic tank, between the scum and ' sludge layers, enters the Biotube Pump Vault through inlet holes in the housing. Effluent then encers the annular space ' �� between the housing and the Biotubes, utilizing che Biotubes' entire surface for , filtering. Particles larger chan che Biocube's mesh are preven�ed from leav- ing che tank. ' �� /�,�r,r, - . � .''��,,;, ::rult iomrs u�ith Biorirbe fiite�<<zrtrid�r,'loac stem ��♦ or,;,::: ,��: ;�;�; Tirr turiclur Brottrhr/i(trr�:trtrtc�yr�rotic�e�:z utr�e �t� li�r<� .� ,, � ,, r: ��._. o,t b�rc'k1 nr.t;nr,rll,p�rcr. ro resist��!obrn��chile � ' t9rri:��l.�. .. .� . .. ,-:lrr�1 ProtPillort. Orenco Systems' IrCcrperdted t � APS BPV 1 Cbanq�nq:Ar l�Jythe Rev 2 1 . 1200 lYbrld Doa W,urewJrn' •� , ,�,��.I �.�)��.t�� www.onneo.com ' Model Code for Ordering Biotube Pump Vault Componenfis � Biotube° PumpVauft PVU��-��Lil � Discharge pipe l ' �lu�h::��r�inl�t holc height:(inches) Tartinl�;n c��Lhc = l4", '_�3",36"standard � Vault ' Vault hriµ�� ''��•^�'�-a6" in 6"increments* " Uni�•ersal Pw�y, \'auli ' 'G6'-'Ki in 6-mcrcmr�� bir nni�_U01 Fiow inducer Biotube�handle assembly ' � "-=. -=:.:�� Float switch ' �' ~ Vault ` :.i;� �'�� .;.X ,,�" height assembly . �,_, ,,...,,r � ; ---�' (ordered sep.) � , `� ' � 1 - -- '� � ..:'=:*-: Biotube�filter �:� cartridge � � --- Inlet holes High head Eury aaess desig�r,r!/uros�Zlt�r carrridge removal without pulling I heighte effluent pump�s) ' the pump or vault: +inlp�ifies filter irupeaion and maintenana v � (ordered sep.) ! l �,� ��, ' Biotube Cartridge Effective Filter Surface Area :�s Cartridqe Heiqht 12"Diameter ,$•• ,6.$ft2 To Order � 24" ��4 ft1 Call your nearesc Orenco Syscemsa, Inc. distributor. 36" ��6 ft� For nearest distribucor, call Orenco at 1-800-348-9843. Orenco's Biotubr l'u»rp <ieult:_.�a�ailable in standard and www,oreneo.com ' customiud confignrrtru�u. Con.;.�ct Orenco or your neartst distributor for n�r��,;�'r��nmc»:�tions. �Orcnco Syscems°[nc'_OUO ' Tank Access and Riser Diameter Bioiube Series rank Access Tank Access Riser Dia. Dia. Minrmum Dia. Recommended Minimum , PVU w/Simplex Pump 19" 20" 24" PVU w/Duplex Pumps 19" 20" 30" ' DISCCibUCCCl ��" � ' ( ' :i ��0�� n��e�� n�� n�� • � .�1. ;� . , n��p�� • �• ��w�� , � '' �' � ��iiya�ui�iin a '.. .: �.,._. . �� ..�-•��pi��ii�iii�� na��a�� ai��a��a�� .��a��a�� ,. . . a��v��n�� q��0��a�� v��t��A�a��A�� A��WB�� \`��d�� .:i • .� � .�� : , . �\\�B�N��O�� .V�Nn��B�� 7�0��0�� n�d��7�� 0�� ._, ��n��p W�� V�v��n�\`�p�� p�� a��N�� - .i i ��a\��N�� \`��'�� - ��►.7��N\\�a�� 7W�� • .��. ��n�\\B��n�� • .i�. .c i �� ' �� -� ��a�\\�,��v - ��V��\��N►\�� rN��\'��0 ��V��N��►��►\��p ��\��A�B��\�� W��n�V��►.�� ' ��- : � : �\�N�\V��►\�►V�� a�1��8��\`��n ��w�\\�►�� i i ��A��q�v ��n��\��0��\V�� -►`N��,�� A'V��►V��p�\v �O�w\7��\A N��Nv�r�►VN�.��1V N�NA�NN��O�►\�0�`��'�1� ��aN� . ��►\� �np�O��N��.'� .��►\� A�yH�aN� 07��7n'�\ v��v��n�BNN��►\��\' �� v�WN�� r►��V� ��.��\'O1 ��A��a�_, ��\ N��v ��N � � ��rr�s� ��i�i � a�� --a��i ��w�w � � •I ,,, 1 � � . � � � � � � � � � � � � � � � � � � � r.;` . � �/ � �' OSI Pum Information � p � Cable Discliar�e Pump Or�nco Systems' Model Horse ow r T e Size L n th Listin s FLA Disch. iz Hei ht Hei ht MLL Run Dr ? Snlid Overlo�d� I�«��`�� P100311 1�3 SOOW 16/3 10' UL/CSA B.0 1" 19" 19" 1B" Nn 1/8" Yes P100312 1/3 SOOW 16/.i 10' UL/CSA 4.0 1" � NIIAIHWAYAVIN�IE 19' 19" 18" No 1/8" Yes P100511 1/2 SOOW 16/3 10' UL/CSA 12.0 1" 251/4" 251/4" 20" No 1/8" Yes su��c� P100512 1/2 SOOW 16/3 10' UL/CSA 6.0 1" 251/4" 251/4" 20" No 1/8" Yes 97�7990i2 P��»Z 3/4 SOOW 16/3 10' UL/CSA 8.0 1" 265/8" 265/8" 24" No 1/8" Yes P101012 1 SOOW 16/3 10' UL/CSA 9.6 1" 293/8" 293/8" 28" Nn 1/8" Yes rE�E�►+o�uf P2005�1 1/2 SOOW 16/3 10' UL/CSA 12.0 11/4" 253/4" 253/4" 20" No 1/8" Yes ��9 P��Z 1/2 SOOW 16/3 10' UL/CSA 6.0 11/4" 253/4" 253/4" 20" No 1/8" Yes P200��z 3/4 SOOW 16/3 10' UL/CSA 8.0 11/4" 263/4" 263/4" 27' No 1/8" Yes f^csitiuiE P201012 1 SOOW 16/� 10' UL/CSA 9.6 11/4" 30" 30" 25" No 1/8" Yes ��59� P201512 11/2 SOOW 16/3 10' UL/CSA 12.0 11/4" 323/4" 323/4" 2B" Nn 1/fi" Yes P300�11 1R SOOW 16�3 10' UL/CSA 12.Q 11/4" 211/4" 211/4" 12" No 1/8" Yes P3005t2 1/2 SOOW 16/3 10' UL/CSA 6.0 11/4" 211/4" 211/4" 27' No 1/8" Yes P300712 3/4 SOOW 16/3 10' UL/CSA 8.0 11/4" 24" 24" 24" No 1/8" Yes P301D12 1 SOOW 16/3 10' UL/CSA 9.6 11/4" 261/2" 261/2" 27" No 1/8" Yes P301512 11/2 SOOW 16/.i 10' UL/CSA 12.0 11/4" 323/4" 323/4" 29" No 1/8" Yes P500511 1/2 SOOW 16/3 10' UL/CSA 13.2 2" 211/4" 211/4" 22" No 1/8" Yes P500512 1R SOOW 16l3 10' UL/CSA 6.6 2" 211/4" 211/4" 22" No 1/8" Yes P500712 3/4 SOOW 16� 10' UL/CSA 8.8 2" 24" 24" 24" No 1/8" Yes P50101? t SOOW 16/3 10' UL/CSA 10.6 2" 261/2" 261/2" 27" No 1/8" Yes P501512 11/2 SOOW 16/3 10' UL/CSA 14.4 2" 323/4" 323/4" 29" No 1/8" Yes Cable Guide: S0: Heavy duty,extra hard usage,rubber insulated,oil-resistant neoprene jacketed cable rated for 600V.60'C to 90'C SOOW: Same as S0,but water resistant outer and inner jackets(CSA�.60°C to 90°C SJOW: Junior hard service,same construction as type SOW but only rated(or 300V(jacket thickness dit(erent►.60°C SJOW-A: Same as SJOW except with asbestos insulation.60°C STO: Heavy duty,extra hard usage,all plastic constructed cable rated for 600V.60°C SJTO: Junio�ha�d service,same construction as type STO but only rated for 300V(jacket thickness diHerent).60°C ETO-IU-►U-t 11�1.1�! I�1 � � � � � � � � � � � � � � � � � � � -1 � �i Wire and FuseTabl �' e �, o � � Sls Two Wire, Single Phase, Submersible Motors OrencoSystems• �ncorporated Service Powe� �FLA 2SFA Max.Ul/CSA Max 3l.ocked Winding �Cabls Selection ChaA•COPPER•Gbb Size-AWG Model N.P. Vohape Factw faetor Hficienc� Rated Mex Recopnized R�ao/Cg Rotor Rssi:tanc• Manim�sn Distancs hvm Load GrM�r b Punp,l�e1 e�� A I IIMAY �v�e (S.F, �S.F. �S.F. Am Am Am Size Am s (Ohms) 14 12 10 8 6 4 2 SVTHERLIN, ORE(',ON Piaor�i u� i�s �.� an o.w s.o ss ��.0 2� as.a �.a�.s i�o ro 3ao sao aao P100312 1� ?3p 1.75 Q71 p„6p q.p 4b � 130D 1960 97�79-9012 15 242 6.0-7.4 �p 8gp 13gp ry� �qpp �p � P1�11 iR 115 1.6 Q7Z5 0.615 10A 120 132 30 64,g 1,a1.3 1pp 16p 25p 3� � �p t�p Te�erra�e: P1Ua512 1R 230 1.6 Q7Z5 0.615 5.0 6.0 6.6 15 324 42-5Z 400 660 1020 1610 a10 � � P10QT12 al4 ?30 1 S Q7d 0.6� 6.4 8 8B 25 40.7 3.0�3.6 300 480 760 1200 1870 ?B90 �70 t s�i► �59-�1�9 P101012 1 ?30 1.4 Q74 � 81 9.6 10.6 25 48.7 21-27 250 400 630 �D 1540 ?3� �10 P?D0511 1Q 115 1.6 Q725 Ob15 t0A 120 132 30 64.8 1.0-1.3 100 160 ?50 3gp � F�cstMt�e: Pfi(n12 1R 130 1.6 0.725 0.615 5A 6.0 6b 15 32.4 42-52 400 660 1Q20 1610 ?510 38� 58� �s�t� �s 9-z e e a P�1Q112 3�0 130 1.5 Q74 O.Q5 6.4 8 8.8 25 40.7 3.0�3.6 300 4� 760 1200 1610 ?a90 Q70 Pm1012 1 130 1.1 0.71 0.66 82 9.6 10.6 25 48.7 22-27 �i0 �00 aip g9p 151p Zlsp 3810 Pm1512 11R 230 1.3 Q791 0,66 10b 13.1 10.4 35 58.8 1.5-1.9 190 310 4� 770 1?DO 1d70 ?�ip P300fi11 1R 115 1.6 0.725 0.615 10.0 120 132 30 64.8 1.0-1.3 100 160 ?5p 3gp �p 960 lq�p P300512 1R 230 1.6 0.725 0.615 5A 6.0 6b 15 32.4 42-5.2 400 G50 1U20 1610 2510 � � P300712 a/4 730 1 S Q74 OA5 6.4 8 88 25 40J 3A-3.6 300 480 76p 11D0 1870 ?B90 q31p P301012 1 Z30 1.4 474 0.6b 82 9.6 10B 25 46.7 21-27 250 q0p pp 990 1540 ?3B0 3610 P301512 11R T30 1.3 Q797 0.66 10.6 13.1 14.4 35 56.8 1.5�1.9 190 310 48p 770 12� 1870 ?�0 Pr.�11 1R 115 1.6 Q725 0.615 11A 132 14.5 30 64.8 1.0-13 100 16p ?5p 3gp � gfip l�p P�.�00512 1R Zi0 1.6 0.7b 0.615 55 6b 73 15 324 42-52 400 660 10Z0 1610 2510 3BAp 58� P500712 a/4 130 1.5 Q74 OA5 7.1 8.8 9J 25 40.7 3.Q3.6 300 Q� 760 11D0 1870 ?B9D �f7p P501012 1 130 1.4 Q74 0.66 9.1 10.6 11.7 25 4Q7 2Z-27 250 400 63p ggp 15q0 ?3� 3610 P501512 11R ?30 13 Q797 OS 11.7 14.4 15B 35 56,8 1.r1.9 190 310 480 Tl0 1�10 1870 ?�0 1 I FlA=Full load CurteM in Amperes: CurreM when motw is running at uwal speeds near the tull-load worlcing or shut-off side of the performance curve. ?J SFA=Service Factor G,rrent�n Amperes: MaxiRwm curent diat a motor may be expected to carry corrtinuousfy at its rated vokage and trequency. Service factor values msy vary belwee� mair�facarers snd mdor sfyles. 3)locked Fiolor GrrerM in Am{►ares: Mo1or current whsn impetler is Iceked in place and unable to rotate. Starorg Gxrent The cunent d�uing start-up cen inome�rtsrily wrge ss high as Iceked rotor curreM,and will drop to running current within one second. 4)Maxinwrn Lerqtli of COPPER cable in feet " FOR ALUMINUM CABL�,SELFCT ONE SIZE LARGER(i.e.no.2 Aluminum for no.4 Copper►.To era�xe adeq„ate sta�ti„g wrqus ar,d ruMwg pKlomunca.the langdn ars ukdatsd,per Anicle 210�19 and 21SZ�2)of Ihe 1990 National Elechic Code,to mai�ain 4996 Mthe se�vice entrance voltsye at I�� nininp at 1uq load arnps(FtA►. E7o-►u-►u-� Ilwr t�py�7 �a�1 � � � � � � � � � � � � � � � � � � � _ � ^_ � �i ♦ � OSI Submersible ' ' ^� Pum Dimensi p ons � Pump Model A C D L 0 DS MLL Check? ��ms• Check Valve P100311/P100312 10 /Z 8/2 11 /2 19 17 /q 1 18 Y � ei��ww�r�v�nx� 1/8"Bypass P100511/P100511 12 /q 9 /2 12 �q ?2 /q ZO /g 1 20 Y St1rHEluN.oeEt'� Oritice P100712 14 /q 10 /y 13 /q 25 /q 23 /g 1 � y a��s�o�t � P101012 19 11 /Z 14 /q 3p /q � /8 1 24 Y 4`' iEIEPHONE: � � P200511/P200512 13�/q 9 /y 12 /q 22 /4 21 1 / 20 Y , (5�1)��4N9 �� P200712 13�/q 10 /Z 13 /4 23 /4 22�/q 1 /4 ?2 Y ', P201012 15�/2 11 /Z 14 /q 27 2, �2 �1/, � Y f��E: �s+u•sg�ee+ P201512 17 3/4 15 17 /4 32 /q 31�/g 1�/4 28 Y -- _ - _ - A P300511/P300512 12 9 /y 12 /q 21 /q 19 /q 1 /+ 22 N ,'� .! P300712 13 /2 10 /2 13 /q 24 � /q 1 /q 24 N P301012 14 /q 11 /Z 14 /4 Z6 /2 24 /g � �4 27 N P301512 17 /4 15 17 /4 32 3/4 31 1 / 29 N 4 P500511/P500512 11�/q 9 /y 11 /4 ZD /g 18 /q 2 22 N L P500712 13�/q 10 /Z 12 /g 23 3/4 �1�2 y 24 N 'A � P501012 15 /q 11�/2 13 /2 26 /8 25 2 �7 N MLL ,i•: yy• P501512 17 /q 15 16 /g 32�/� 30 /g 2 29 N D � � � �' F C ,` i" A- liquid end height L=overall pump height : �' C=mo t o r h eig h t 0 -bypass orifice height ':� � D = intake hei ht . 9 DS=discharge size {' MLL=minimum liquid level �a►u-n,.t � , All measurements are in inches. �r12"' ' �� , � � ■ �� Fiber lass A Submittal c� ccess L�ds � Data Sheet �� 1 � ,.eoo-aae.se�p Applications Gene�al ' Orenco Fber lass Acce . g ss�ds are used as nser covers,pump Orenco Fiberglass Access Lids are molded using fiberglass ' basi�covers,and access port covers. Lids fit'Penna-loc"and reinforced polyester resin encapsulating a wood core. The fin- 'Uftra-Rib'type pipe, ish is green and t�e top surface is textured to provide a nun- skid surface. (6asketed lids include a polyurethane gasket, which is cast-in►.Lid comes wid�eithe�two or four 1/4'or ' �/16"stainless steel flathead socket cap screws and a hex key Acmal�ew wrench. The 1/4"screws are used with Orenco inserts and the�116"screws are used with boh catches and with Orenco's ' Riser-to-Lid Adapter. Standard Models t FL18G-46U FL21 G F124G FL2 , , , 4-46,FL24G-46U,F130G,R48G , Cutaway�ew Nomenclature ' ( wooa co� FL DO—0�— �Indicata options: Gasket c-�sta v-vau ' CF=carbon filter 12=2"insulation Seating Groove 14=4'insulation 4B=4 bolt hole lid with four S/16"bolts 4BU=4 bolt hole lid with four 1/4"bolt� ' Lid diameter: 18'.21".24'.30".48" Specifications Fberglacs lid ' Dimensions Model F�18 Model FL21 Model R24 Model F�3p Model R46 Orenco Fiberglass Access , Lids are capable of support- O.D.("u�.) 2D 225 25.5 32 53.875 ing a 25001b.wheel load; Groove I.D.(in.) 17S 2Q75 13.5 295 47.5 �er,fiey are not ' Avg.Thickness('ut) .625 1 1 1.25 1.5 designed or recortxnended for vehicular traffic. Optiora Available ' kawm Model Code Adder Op6orta(l5tardard Air Vertt V OpGonal 'for mare infortnaoon on ' Carbon Ffoer` CF pppa�� t�is opcon,referto the Lid Insulation 12 or 14 p�� F�Oers wbrtu�ral data ! sheet ESU-RLA-CF-t. ' Materials of Consbuction: Fberglass Reirtforced Polyester ' Wood Core �.tu-Ru•a-� Polyurethane Gasket �,,.��m yy� ' ��i � ' �� ' ' Subm' I � Access R�sers — Ultr -Ri '� �� Data Sheet �� ' �-soo-�e-9e�q Applications Generel ' Orenco's Access Risers are used cc �rov�de easy access irno Orenco Uhra-Rib Aecess Risers are construeted of ribbed PVC underground tanks fcr ma�ntenance a�rPoses. pipe and are available in en 18"diameter.Ultra-Rib rise�s ' come with stainless steel screws for fastenin9 lids.Rise�s are available in any heiyht,in 3-inch incremeMs. Uhra-Rib nser -- standard Models ' RU 18XX � Nomenclature -RU mm+O+TC=] ' I10—��v��': 12�. 1-1/4' 13 . I-IR' ZO . 2' ' �� (wbea aima a SB 1-SH4 O�eaco sptice bm�) L = 1-1/4'�rouailed (wbea otinj a SBS.SB6 Oceaco splice bm�) '�' Indicates riur 6eigM(incba) Indicaoes riur diameter.18' R�bbed tixr ' I •Not mtended fa use ova p►anp vaults. Sta�nless steel ' screw Cfose-up view af ' stainless steel screw in Ultra-Rib rrser ' Specifications ' Dimensions Model RU18XX I.O.Gn.) 11 65 ' Wall Thickness • ex,; �c:rg � �; = 0 15 O.D.-including nts - '9 b3 ' Materials of Construction � Uttra-Rib PVC P�pe =',C ' Screw. �,.3� ��.� : Nsaia�-+��-: �...�.a o ,� ' � Orenco 5ys;e �„' ��.� Phone: 800-348-9843 • Fax: 541-459-2884 . • • . . • . � - NOMENCLATURE � J ` MVP- pm p PT�� ,;. . ��.. 'In��tes options(should appeu in the following order. - IR=fntnns�cally sak rclay ` PT=proBrammable timet #_ �' RO= rcdundant ofT �• CS= .vrtrnt unsor ' DS=disconnect switch � Ri= rcmote alarm(dry contact) '.{< TS= cest switch ;• . HT= heater � ET1=elapsed time meter(extertnl) CT= counter(extertra!) � PRL=pump run ligh[ PL=power light S.�=wrge arrcsror Indicata volta�te: ( =IISV 2=�OV � Indicata panel series S= simplex control p�oel - .�,�- SSF= sand filter cooad panel ; � DS= douWe Simplcz • �,�` DAX= duplez altermnng t , ` = - �=�. TA= triplex altemaun; _ ";`�'r Qq=q uadraplez aloernaang . . . ...r: i.,�' ''_ ��;- y :i . � ti:=' ,, "� , MVP control panel r� � � ��- � r �� : L•� ` ` Hov�To-SELECT � x ,�� :..a Y� ;�,'. , � �.' � �_�* < Step I: Determine how manv pumps wiil be in the system. �;� �� Step 2: Refer to the"Features rersus Panel Type"selection guide for concrol panels on pages �,,,� , Y:.- � "a;� ': �>� " 3-8 and 3-9 at the end of this secrion. Determine which features are required, and �r��i,�� match them up to the Control Panel type that will support them. .� � :' � � ,�l✓_.�. . a,,,._ ` °" �� •�'' - SIMPLEX ALARM PANELS,��A�� SERIES � � '' Simplez Alarm Panels can be used for pressure sewer(STEP)systems,onsite treatment systems, -- - ; and pump control into conventional,avity or pressurized drainfields. The"A"panel is designed L to control a low horsepower simplex pump and alarm system. Pump power switching is handled , ,t direcdy by the pump's O1V/OEF float switch, which must be motor rated. SimplaAlarm Parie! `•.; ri� SIMPLEX CONTROL PANELS,��S�� SERIES � �. Simplex Control Panels can be used for pressure sewer (STEP) systems, onsite treatment sys- � tems, and pump control into conventional graviry or pressurized drainfields. "S" series pump (.- T ' � control panels are the best choice for a simplex pump and alarm system. These panels include a - __ motor contactor, which incre�ses system life by reducing the load requirements on the float Simpl«Conrrol P switches. "S" series panels also allow options such as a programmable timer or use of larger � horsepower pumps. s• �� , MVP SIMPLEX CONTROL PANELS, ��MVP-S�� SERIES ; �iVP Simplex Control Pantls are esperially suited for timed dosing in singl�pump systems. All :�IVP's include an easy-to-use.programmable (ogic unit that incorporates many timing:uid logic functions. ,uch �s multipl� cim,ng intervals co adjust for changing tlow conditions. "MVP-S" � � . panels oFfer several functiuns ss ycan�f:ud, including the ability to use one tloat switch rype for MVP-Simplu Co �Il tunctions, el�psed �ime meters, and digital indication of tloat switch status. Pantl � - .oao ��. ., ;,•,.<...•.• ,. nl�rm�c�o�,^,oiec, o ,��,{.. « tnout noue• P�(� J-) � O��enco Sys�e >>s` i ,� Phone: 800-348-9843 • Fax: 541 -459-2884 �^ SELECTION GUIDE: STANDARD F�OAT SWITCH FUNCTIONS ; S�c�vs.MoTOR `/ W►�o . . � `' ��- � 7 Every floai dai'a . ,•A„ and '•ASF" Panels mum amount of c�uiea � ��. •�� ` HiYh Level Alartn A d,C,D Yellow Y ere nof Oo be ex� Pump On i Off S C,D Groen G ��8 � P�Y.a Low Lwel Atarm T na Oran=e O �'��_,�` Redundant OA d C,D Grep E syste[ns, a float 'swi Redundant OR 1e Low Laval Alarm T eu White W used to"dinctty`s�art� stop a pump.In this�' ' cation, the cucient that' running the pamp .vP:� through the float�wi, .. well, and the'float.sv�„ ��S" and "SSF" Paneis must be'�oto�carid, other systems; tbe: sw+itcbes at'e aed to a' High Level Alarm A B,G,D Yellow Y ztr'ol p8nel,:thst_ �� - Pump On&OR B C,D Grcen G ;Pump On A B,C,D Blue B pump on_�o� �� 'Pump OR A B,C.D Red R .contactor.:'-, �Only �!Low Level Alarm T na Orange O • �;��g��5_ i Redundant OR B C,D Grey E ' `„` ��,�- i Redundant OR&Low LerelAlarm T na White W "� ��+ �� fl�- Timer Override On d�OA B C,D Green G ,� ti 1S ,"S1�aI�rdted� Timer On dc Off B C,D Red R ti i�w` - +�... _,,r,��..�� .-r" L ��:��Q : �:Y��_ ,. :�v��uIIIOtOI' LtX?IItBCfAfs�1. i.�.,31��y:�r.�03f`5 �"�'r��C8..'�Til IDOSL �.. �' 4- n�o�or�rat��ioa�� can.b�oscd=as'� �=floa�"switch:'_��% �� `� � �.� �� :Y • �MVP-S Panels : -�� - r .�w: �- �, ' _ r"`t.Np�q��Qp� High Level Alarm A na Yellow Y,s " ''-"`Y' i'ump On&Off A na Grceo G NoiwniiY C.t.osas- = . �� '.; -�r' Pump On A na Blue B F1o3t Sw1tC��2v_ � Pump OR A �a Red R �`�.iIItetnsl con Tbe_ Low Level Alarm A na OrenYe O '�`NormalIy Open''-. .� Redundant O(f A na Grep E 3nd "NoTm31Iy =Cl� Redundant Oftd�Low LevelAlarm A na White (N/C7 I�efet to tht siaft_ OverrideTimer On&Of( A na Green G the floa[SwitCh cAnlaCt Timer On&Oft A na Red l� the down posirion.=A` mally opcn float�$c� '; has an open contxi(o� the down positioa�an�� normally closed •flo swiuh has a closcd coa "MVP-SSF" Paneis (on) in the dvwn posi`1 DiffeTent panel funtil High Level Alarm A na Yellow Y . �� tequire diffcrent type,l`r Pump On i�Off A na Green G , flo3t switChes.M03i a� Pump On A na Blue B �. � cations reqnire fl Pump OR A na Red R � swi[Ches Ihal die Low Level Alarm A na OranYe O open. One aotable czc Redundanc Wi A na Grey E tion is Ihe CedundaIIt o Redundant Off 3�Low Level Alarm A na White W � �. and low-level alarm s�P�� HiYh Level 3 i � Uou thal requitts a no Override Timer On d�OR A na Yellow Green YG I ly Closcd float swi;ch;�- OverrideTimer On 3 Off A na Grcen G � t' Timer On d� O}I A na Red R �, ezcept with�1VP panelJ. ________ ___ ---------- � � - .��, ; _ , .,. . , . e �,��,,,,.,� �� .,� .. . , , ,{. .,,�nou Intilcratur S�stems, Inc. - Septic Systems and Stormwater Chambers - Literature Library Page 1 of 2 ' ' • , � . . , ; t^ �r, � ' . - High Capacity Inflitrator Chambe� and End Plate ' � ' Speciflcations. � .- ' Chamber Side View . •. . - � , • • 16• .. 1 � ' •' — �• �s� - .••.•� tChamber End View ' - • "�` • ,---- � �' � ' �. ��"—� , . . Product Benetfts ' • Lightweight units offer easy assembly and installa6on. • Lowered sidewall provides maximum infiltration. •Open chamber bottom allows additional infittrative area. ' • PotyTufP�T�plastic construction(a proprietary blend of polyolefin) guarantees strength and durability. •Available with both H-10 and H-20 load ratings for septic and stonnwater applications. ' Hlgh Capacity Inflltrator Chamber Speciflcations H-10 H-20 , Size(WxLxH) 34"x75"x16" 34"x75"x16" Invert 11" • varies" Storage 122 gaU16.3 ft 3 122 gaU16.3 ft 3 ' Weight 31 Ib 38 Ib '4'SOR 35 pipe "Invert varies depandlnq on aiza of the pipe used. ' End Plate End Vlews Closed End Plate Open End Plate ' http:;�/ww�w.intiltratorsystems.com/doc03.hcm 6/S/00 ' ' ' ' APPENDIX E � MAINTENANCE INFORMATION � � � � � � � � � � � � � � � SEPTIC SYStE�I OWNER�S GUIDE I � � � � ' � � l Tank Maintenance Frequency of Pumping �. ��`a�� ,�.:,�;.<,_ The septic tank MUST be periodically cleaned(pumped) to remove fioating �ti;e+�ery.. scum and sludge that accumulate. If either floating scum or sludge is allowed to ��'�.�j�,�"` enter the soil treatment system(drainfield) it will cause expensive and often irrepa- � � ^�•` � rable damage.How often to clean a septic tank depends on its size,use,and operat- ��`�k�^�,��c�c_ ::�, ��. ing condition. arpenslrr , ,�� In new home lnstallotJons, the tank should be cleaned after 6-12 months of y`�•:�p1�.�: . �...;_.:.,��, a.._ use as a precautionary measure to ensure good bacterial activity and proper func- 'a� tioning. In new homes, wastewater from painting,varnishing, staining, and other ��' �� . t��.r.�:Y.._� _'+q '♦ construction functions can reduce the initial levels of bacterial activity causing ~� `"` fO ,,�;�"..:,_..,,�. . ��-;��•..: damage to the soil treatment system. lf finishing work is still being completed, the ��.,,:"-�° tank should be cleaned before it is used for sewage. `j��='NY' �`� ,�.-.. . Once a system is known to be operating properfy,the worksheet on page 18 can be used as a guideline for cleaning frequency. Take into consideration both the calculated guideline results (in months)and the condition of the tank(amount of scum and sludge)at the last cleaning. Homeowners should be present when the cleaning is done or be sure to get this information from the cleaning contractor. A typical household will calculate a cleaning frequency(using the guideline worksheet)of 18-30 months. If your final result is very different from this,recheck � your responses and the math. If your result is still very different, contact a qualified • septic system professional for additional advice. If the result suggests very frequent cleaning (less than every 12 months), the system may need to be upgraded and/or use habits changed.Use the space pro- vided in the folder accompanying this guide to record the cleaning dates. _ .,_ - ��:� . . .r.:�f � +�,_� <<..: • � ��y°�: .r,� n�o�is twiee� Fk �'ls �sti� F-��W�f. � Proper Cleaning Method PUMP/ Cleaning, or 'pumping' as it's often called, must be done by a licensed and FLUSH/ bonded professional. Proper cleaning will remove ALL scum, sludge, and liquid from BACKFLUSH the septic tank(s). This requires pumping, flushing, and backflushing liquid contents back and forth between the truck's tank and the septic tank through the manhole several times. This process breaks up all scum and sludge in the tank, allowing a�l solids to be removed by the truck's suction line. Floating scum left in the tank after ' cleaning may plug baffles or allow solids to enter the drainfield when the tank refills. Cleaning will leave a black film on the tank walls and a small amount of liquid on the tank floor. This contains millions of bacteria to help get the tank working following the cleaning. ' When the tank is cleaned, ask che contractor to make sure the baffles are in place and functioning properly. Cleaning a tank through the inspection pipes will often leave solids in the tank and possibly damage baffles. Insist that the tank be cleaned through the manhole if the cank has one. Ask beforehand if the tank will be cleaned [hrough the manhole, and if it ' w�ll not, find a differenc contractor. It may cost slightly more to have the tank cleaned through the manhole, but this will save money in the long run. Afcer cleaning, it is not necessary to add a startec Bacteria present in wastewater and in , the tank will do [he job. n ' ' SEPTIC S�STEM OWNER�S GUIOE Cleaning Frequency Guidelines , How often a septic tank needs to be cleaned depends on the tank's design and how it is operated. In this charc, the negative factors that affect the cleaning frequency are called EFFECTS and the positive factors that reduce the frequency of cleaning are called CREDITS. ' Consider the frequency guideline from this worksheet and the conditions observed when the tank is cleaned to decide when the tank will next need cleaning.No tank should go more than 36 months between cleanings! ' � � FACTORS iACTORS ' Enter 10 points for Enter 10 points if you: wastewater that enters the septic • Water conditioning unit(water system for each of softener or iron filter) • Use a suds-saving or front- these appliances: loading clothes washer,or � • Garbage disposal do 4 or fewer loads of • Automatic clothes washer laundry spread throughout the week ' • An in-home business(such as • Have two full-size septic Enter 10 points if tanks or one tank with you have: daycare,beauty shop) 150%or more of the • More than 4 over-night guests at a capacity required for ' time,several times per year your house • A laundry pattern of doing three or more loads/day Enter 5 points if you: Enter 10 points if HOUSE SIZE TANK CAPACITI� • Are ULTRA-CONSERVATIVE our se tic tank on water use Y P 2-3 bedrooms 1000 gallons (see chart,p.13) is smaller than 4-S bedrooms 1500 gallons indicated for the 6-7 bedrooms 1750 gallons • Use low-volume toilets size of the 8-9 bedrooms 2000 gallons (3 gallon or less house: - per flush) Enter the points ��Y POINTS • Use low-flow indicated if the �-2 Years ago 0 shower heads last cleaning was: 3-5 years ago 5 6-10 years ago 10 • Have two or fewer people more than 10 years ago 12 in the house and bathe fewer than five times The number of per week people living and ��size M OF PEOPLE �oan • Have no one at home using water in the 2 bedroom —3= for 10 hours or more ' household affects most days the cleaning 3 bedroom —4= frequency.Enter the number of 4 bedroom —5= X3= TOTAL CREDITS ' people for the (subtract house size and do 5 bedroom —6= if number the calculation. 6 bedroom —7= is negative) ' 7 bedroom —8= TOTAL EFFECTS ' , 1 ' 18 SEPTIC SVSTEhI OWNER�S GUIOE Soil Treatment System Maintenance Overloading � The soil treatment system can become clogged by overloading with water and solids. Large amounts of water flowing through the system can flush solids out of '� the septic tank before it has had a chance to separate che solids, scum, and water. ' � For example,washing many loads of laundry on the same day may overload the tank. Space heavy water-using jobs throughout the week to prevent overloading.(See the Use and Operation of the Septic System section, page 12, for more information.) Lack of septic tank maintenance can cause biological overloading. Adding 'dirty' water to the soil treatment system forces the biomat to become thicker than desired.This thickened layer slows the soil's ability to accept water, requiring more soil area than would normally be necessary. Compaction Driving heavy vehicles on the drainfield or mound system before, during, or after construction can cause damage. Soil treatment depends on undisturbed, uncompacted, unsaturated soil to treat wastes. This is especially important in winter, when a vehicle's weight can drive the frost deep into the soil and prevent effective treatment from occurring.Nothing heavier than a riding lawnmower should be driven over any part of the septic system. People and vehicles should stay off the area in winter time to prevent deep freezing. . �` � � . Vegetat�ve Cover • . ,, •, Good vegetative cover, usually grass, should be planted over soil treatment systems and mowed regularly. Mowing is necessary to encourage growth without using fertilizer.The vegetative cover helps the system remove nutrients such as nitrogen and phosphorous by using them for plant growth. Do not plant trees or other plants with deep, invasive roots within 5 feet of the soil treatment system. Consider the mature size of trees and shrubs when planting young plants. Be sure to keep gophers and other rodents out of the soil treatment area. � � \ � 1 � 1 � I ,� � 1 , i , , 1 ;� � ► 1 I � 1 19 � �� ' ' � � External B�otube° Pum Vault p � i ��. � Maintenance Instructions '-$°°-�� ' Model X4S X5S X4D X5D ' The pumping system in your E�ernal Biotube Pump Vault* should be inspected annually. If the liquid level inside the pump vault is several inches lowerthan the liquid level in the tank when the pump is running,this is an indication that the cartridge is partially plugged** and needs to be cleaned. � Inspection and Filter Cartridge Cleanin 9 ' 1. Disable power to the pump. This can easily be done by switching the HOA switch to the "Off"position,flipping the pump control circuit breaker�s)and the control circuit �,r; � ' breakerto"Off." All these features should be readily - `� '�� accessible in the control paneL � ° � � � ' ' Step 1:Turning power off ' � 2 If the discharge assembly contains a ball valve,make sure it is completely closed. If necessary,disconnectthe union in order to allow removal of the fifter cartridge. _ _ ' � � �� ''�'�� ,: �� :�, �: _ � �- ; ,,,�� :� z. , -3r� �; , ' Step Z.•Closing ball va/ve 3. Slide the cartridge out of the vauft and hold it over the open � � . _ a�,,�� ►--�--; inlet of a sepbc tank. Carefully spray the buildup that has - ' � 't `-��; , formed on the cartridge tubes back into the the tank Do - '^��.;r-�-�: �� f ' -��sa j'� � �t not clean over open vault! If significant solids are evident in '"' ��:�}� `'�, �V��` *� `�� `f �� ''��`' the bottom of the vau�,go to step 5 for cleaning the vault ~`�;:�'�� ',��'-,�� r �, . � � � � ` .,�;: �- Imporiarrt A/ter cleaning the fiher cartridge,inspect the punp vaul� ,�'� � �� 1' ;�,'':_:' and Noat stem a�s�b Ha he�d�ermaintenance is � '" '�`r _'�'�-� ,.��w, -. ' P�►►�P �Y �Y �quired, �' , a , . ;�. do not replace the�iher cartridge as d�scribed in Step 4. 6o to step 5� Step 3:Cleaning che filier cartridge t "U.S. Patent Nos.4,439,323 and 5,294,635 **Premature plugging of t�e cartridge may resuft from abuse of t�e system. Such abuse might take t�e form of a large scale home canning projectwidi concurrerrtoveruse ofthe garbage disposal. More likelyt�ough,itwill be excessive , inflow resufting from a plumbing leak under tfie house,a leaky septic tank,a homeowner taking in laundry,two or more families using a tank designed for one,etc. Plugging of the carbidge,however,should be considered a success,not a failure,as tfie carVidge seNes to protectt�e integrity of the collecUon and treatrnent facilities. Cleaning a cartndge is EMI-SVT•SVT ' R��.0�6�` quick and easy and infinitely prefera6le to t�e damage t�at solids carryover can cause downstream in the system. P•a•,�� ' � Mairrtenance Instructions, cont � l 7. Slowly lift the Biotube vautt out of the tank, allowing the ' efFluent in the vault to empty out the drain flap. Any sludge �'�"`� � - _L��: build-up should be dumped back into the septic tank. �;��':, , �a�'�..-:� �- , •�; FI, '�.: ' �� .I • t Step 7.•Lifting vau/t from iank ' 8. Slide the cleaned cartridge(see Steps 1-4)into the vault Clip the float stem assembly onto the vault Retum the - vauft into the tank and lower the pump into the vault gently. . �� ' .__ .:. .� ; � � � ��_.�� .r► 'Z' y � Step 8:Sliding filter cartridge back into vauli ' , lmportarrt To preveirt the vault lrom floating and d►e carbidge from �, c�, �y,�� , - being fouled by so/ids floating in the tanl� it is esse�rtal tv run "F t L' ,;��;�`�"•-' c%ar water(as bom a hoseJ iMo the vault to sink it - �~ � �� ' .�' ��>i:. ' �� 4 � �i 1��Y �. 9. Connectthe union and make sure the ball valve is open. _�� :.c . t ��AJ � 1. •i>'�i�►�p;; -N +� ' /.��'_ �j. Importanr Sinking the vault r, , ' - ' 10. On the form that follows, record that you have cleaned the ., _;,�, ;. ' ~�-=t�:�.:::t�:k..; cartridge. Also record any observations that you made � � -��`r��:� � •.. � regarding the tank or system in general. _`� � ' - , 'a -. � :z '�� , 11. Retum power to the system. ��. .��,; . e-- Make sure io c/ean up thoroughly when finished. �-�;�_ � ,;. � , .,, �` �w' f: � `�-�.�. �.� ' Step 10.�Recording activifies ' EMI-SVT•SVT ' Rw�.0�D 6/9�i Peq�]ol � � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMITNO. P� �4C Z� COMPL ED �c'-ft-G3 ADDRESS y"5�� Q •�� at`� OWNER ��Sc•t\ 5�1�0.�� CONTR.��{�� C - TELEPHONE NO. � DESCRIPTION � �-'P�� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOMEETYOU:�YES_NO � COMMENTS: � y "" �� c�� :�e� j�t5) }�.f`�� ....�tt j d � — 'S(c.�c�� ( ��'.\�rh� �. i � - � 5L �� c..�.�5 � t,' �1o1''rc��L 0 �- t�Q� �� /' o.�o�� ,� a-- s� W Q �t'��'�(„� (�1(`. � 2 W � W � � � d W� �AIORK SATISFACTORY:PROCEED ❑ PFiOJECT COMPLEfE W /❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-46�� OwnerlCon actor on site: Inspector. ��vC White Copyllnspector's File Canary CopylSite Notice