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Home My WebLink AboutSeptic info , , City of Orono Zoning Permit Application O Mailing Address: a Permit number: o�D/� 0�S 7 g g- � PO Box 66 Date received: - 7 "� �y � Crystal Bay, MN 55323-0066 Escrow#and Street Address: amount: � � 2750 Kelley Parkway Permit Fee: �'F � Orono, MN 55356 < <' Approved by: �K£S H�R� Fax: 952-249-4616 Notes: Main: 952-249-4600 `�`��'�ci.orono.mn.us This application form must be completed in full and all required information must be submitted. (P/ease print.) Job Site Address: y'y(' �i� .�Sl?�'1d CONTRACTOR/APPLICANT INFORMATION: Name: Su✓�cr�s�' (�rn i�i�e� -- L1��`t,f�t �•v►�.v�c Phone: Z(Q 3- �-f 7� -..�.�5.5� Fax: 7(0 3- �% - �,�0 Address: .�1S9 /1'l.ih S�: f�o,K 3�2 CitV:/�Y,r�/� ,�:n Z�P� sS3S�! Contact Person: �n��hnj�^ Contact's phone number 763- H'7f-SSS.� Email -�J D N n 5��i�p��1pn�es,f•�''Applicant is: oritractor Homeowner (Circle One) PROPERTY OWNER INFIORMATIONn: ,/� Name: �O�IV� �' V�t�; r.� K��✓l�A✓)� Phone (day): (2� 2- 360 - �'SD� Mailing Address: 2I I S 7 ,M�)n�ri�q IQ�_Vn+'�I 2 ��r,r��ltr' �ZIP: 5,533 � Email and/or Fax 'i o�n .r��n � �P.o�t�i M a Sl�oes . �� Overall Project Description: � �� ,�,ti.��Q � � Check TYPE OF PERMIT Box COST* Dock, Residential-Permanent dock on any lake or initial seasonal dock not on $50 + engineering review costs Lake Minnetonka ermanent dock requires CUP Dock, Commercial $50+ engineering review costs Escrow for erosion control and en ineerin review costs $2,000 Hardcover Permit: Driveway, Patio, Sidewalk, Etc. (New or Replacement) No charge Also re uired is a Minor or Ma'or Land Alteration Permit Land Alteration, Major(grading, filling, or excavating) more 500 cubic yards or $50 more than 10 cubic yards in lakeshore setback (also requires CUP) Escrow for erosion control and en ineerin review costs As determined b CUP Land Alteration, Minor(grading, filling or excavating)-500 or less cubic yards $50+ engineering review costs outside of lakeshore setback or less than 10 yards in lakeshore setback Escrow for erosion control and en ineerin review costs $2,000 Retaining Wall measuring under four feet require a zoning permit. $50+ engineering review costs Retaining walls measuring more than four feet(from bottom of footings to top of wall) require a building permit. (Tiered retaining walls are considered one wall unless the walls are separated by twice the height of the lower wall.) Escrow for erosion control and en ineerin review costs $2,500 Stairway to Lake (New or Replacement) $50+ engineering review costs Escrow for erosion control and engineering review costs $2,000 Structure Permit for other structures not requiring a building permit but $50+ engineering review costs regulated by the zoning code (including, but not limited to accessory building of less than 120 square feet, detached deck or platform and sport court) Escrow for erosion control and en ineerin review costs $2,500 Tree Removal or other ve etation removal in 0 to 75 foot zone No char e. Tem ora Construction Office/Trailer associated with buildin ermit $30 (over) *Permit fee will be collected when the permit is issued. Updated: November 30,2012 APPLICANT/OWNER ACKNOWLEDGEMENT: • Applicant/Owner agrees to provide all information required or requested by the Planning Department; • Owner agrees to pay the City of Orono for engineering consultant review costs where applicable; • Applicant/Owner certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner; • ApplicanbOwner understands their project may require an initial and as-built survey per City Code Section 86-68. • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annualty update our records and records of other overnmental a encies re uired b law. If ou refuse to su I the information, the a lication ma not be issued. The undersigned certify that the i rmation s p ied is true and correct to the best of their knowledge. Applicant's Signature: Date: 2 ` � � �y Property Owner's Signature: Date: SUBMISSION REQUIREMENTS: Except for tree removal permits, all permits TYPE OF PERMIT: require a completed application form, escrow agreement (signed by the property owner) and escrow check from owner, two copies of all plans, and three copies of all grading plans or surveys/site plans Dock, Residential Seasonal Dock—survey showing proposed dock Permanent Dock—plans as approved by CUP and copy of LMCD permit(if applicable) Dock, Commercial 1. Structural plans for the dock 2. Survey showing the proposed location of the dock 3. Copy of LMCD permit Hardcover Permit 1. All Minor or Major Land Alteration Permit requirements apply as appropriate 2. Hardcover calculations, existing and proposed 3. Plans Land Alteration, Major 1. Plans as approved by Conditional Use Permit 2. Erosion control plan or copy of MCWD Erosion Control Permit Land Alteration, Minor 1. Survey/grading plan including existing and proposed contours (Less than 10 cu.yds. within 75' of 2. Amount of fill to be imported and/or exported and haul route lake or less than 501 cu.yds 3. Amount of earth to be moved around on site elsewhere.) 4. Erosion control plan or copy of MCWD Erosion Control Permit Retaining Wall 1. Plans for wall(s) 2. Unless repair or exact replacement of existing wall, submit an updated survey with grading plan including existing and proposed contours 3. Hardcover calculation worksheets if in shoreland district 4. Erosion control plan or co of MCWD Erosion Control Permit Stairway to Lake 1. Construction plans for stairway, including footings 2. Topographical survey of property with proposed stairs shown 3. Erosion control plan or copy of MCWD Erosion Control Permit Structure Permit 1. Construction plans. 2. Survey of property with proposed structure shown and with setbacks to property lines, other structures on property and the septic system indicated. The general location of any sewer and water services should be shown if applicable. 3. Grading plan if grading is proposed. 4. Hardcover calculation worksheets 5. Erosion control plan or co of MCWD Erosion Control Permit Tree Removal Call: 952-249-4600 to schedule a single tree removal inspection. A re-planting plan/ mana ement plan required for clear cutting, buckthorn or other intensive vegetation removal. Updated: November 30,2012 DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT SYSTEM (SSTS) PREPARED BY: CHIP'S SEPTIC SERVICE LLC. Pernel"Chip" Hentges 16762 Babcock Ave. Lester Prairie,MN 55354 952-200-317b chipseptic@gmail.com Minnesota Pollution Control Agency Individual Sewage Treatment System License No. 2064 For: Gabriel Jabbour 985 Tonkawa Long Lake, MN 55356 Location of proposed septic system site: 440 Big Island Orono, MN This site is designed for Above Grade Mound System The site must remain protected until construction begins. (This is the responsibility of the owner and or General Contractor) 'This site evaluation was completed on July 22, 2013. It is for a type one dwelling with and estimated flow of 600 gallons per day. Soils information indicated a seasonal water table at 18 inches. A Mound System will be required to meet the 3- foot separation from the seasonal high watertable as required by MPCA Agency Rules and Standards, Chapter 7080, 81. The Mound System design area is 46 feet wide with a length of 60 feet. Pin Flags have marked the location of the soil borings,plus the boundary of the system. The proposed system will utilize the existing 2000 gallon capacity septic tanks and the 1000 gallon dosing tank. The pump will need to be sized to deliver 29 gallons per minute with a lift of 14 feet of total head. The setback for the well from the septic system area must be a minimum of 50 feet for both the septic tanks and the absorption area. The septic tanks will need to be at least 10 feet from the edge of the house and the absorption field must be 10 feet away from property lines. It is the responsibility uf the owner to identify the property boundaries for designing and installing the septic system. The septic system if properly installed and maintained should have no problems treating effluent in the matter that it was designed for. Nothing other than human waste, toilet tissues, shower, sink, dishwasher and laundry water should be drained to the seplic tanks and treatment field. If you have water treatment systems other than water softeners, in ex. Iron filters, they should be diverted from entering the septic system. Garbage disposals are not recommended, as they will add more solids to your septic tanks and may allow fine particles to enter the treatment area and clog the system. Daily toilet bowl cleaners, shower sprays (that are used after every shower), and excessive cleaning agents may kill bacteria needed to treat septic effluent. Additives are not needed, and are not recommended in properly maintained septic system. You should have your septic tanks pumped and inspected for proper maintenance by a certified pumper every 2 years. General The soil conditions have been established at the test hole location only. There may be variations in soil stratigraphy between and around the borings and interpolation and extrapolation of the results is not warranted. References: MPCA Website: http://��w�r�,pca.5tate.irui.us/programs/ists/index html U of M Water Resources Center Website: http://septic.umn.edu/indcx.html [f you should have any questions or need further information, you can contact staff at the Local Unit of Government that is permitting this project, and or me at your convenience. I hereby certify that I have completed this septic system design work in accordance with MPCA's Rules and Standards Chapter 7080-81, local ordinances, rules, and laws. � Pernel "Chip" Hentges Licenses#2064 � N � � � _ � � � , , - . , -`' '�`s'o ` � � ` � '�o ' c�.`�1s ; �,_, � �� \ � �� ' �. \ �. � ► / tS� ' yy � � , � /'' ,�� ° O h� � ti - ' � � ti1s �� °° �XIST/�� (}��?Iti1 � a sd-��. �/ 1s9��S9 i ,F°�'ck`� � �(1e41� ��'��,) a � � �// . S��/ �`. \O LpW�%s�� . ' ,�3' s�-� <. � � � f,�lau, ts'� �uFt u-F' �C� J �� / ��,,,�' /� � � �� i iu-t� Wt� . � �� y� '�y� � S�� / D('0� `� O Y�'.�r / �j '�j � �(XtL is�;� . � �� 4.s _ _�- � � hD� ,� J S.�,e�;--3`_ F��,r• ' - � �� / �� . �:T •�'��fl J \ / �, �•1 / � / � \ �^v �cF(,,,r� j�..tir� � � V� 0 N � � " � � , '' � C�� c�oo c-�u.o.� � � �� i �- Pu�.� -��. ��s�, `� -- � � a �v \ � `� �'/`�c � �� -"�. �� ! �Q.J S�'T� —_-►�_�Z Pu/io' �i � /�� !�� i � �\� \ � �,�►"'� ��(ST/�6y 1 � ��df J � � � `\ � O \ ��;d= � �� —_''�r - � �� !� - ---- 4� SC� �� a'c� � � � � ` �L f I P� ( �j,s�� o,� ` r �_'� --- __ � �o`� � � FF -+I ��\ � ` � ' �i � +�o �� ► �� 5Pu r Ce^c�PA-�.�� T I � � � � � ScF'nc--TdF�;� --� �c�,s�rr.i�� I � � �I. �' �ea . '��: � � W . � � � � , . , � � , . o �- � � � � , I � `�w �' � �. � .. , N � _. .,�,,.._ tO � ' � h� N � \�� z I � � 0 � 1 �� . � � I � 99 �� ►� , I .� o� •Z � I ,� � � � o I a '� � �` f--- �C�f�i � � � ► 2 � � — --� � ' � ► �. 2�� .� � . I � � 5� � o. �`� O � I`'i 3 �' I - � 1• .� � `� , � I o� I �� 2�1.�' � - � �,. � ►° o I � .-'� �.. UNIVERSITY UF MINNESOTA OSTP Preliminary Evaluation Form �,�` ,,,Y,` 1.Cantectlnformallon °>>•'�5•'� Property O�nnerlCtlent:GabriN Jabbwr Clrent Phone Number: titaiGnQ Address 985 Tonkawa.Lan4 Lake.bt+55356 Site Address 4�10 Bi Island.Orono Parcell.D. To:��shiar� RNQ!? `N Sectton Date 7�2?�13 Tovmzhip name Lepal Desc or Lat:LonQ Evaluation for rysttm C/pe O i�.w Con:trucaon �Replacemenc paresl dimansiois 2. Flowlnformatlon I�nt ro n orma on Typ�lsl of use(all tlat Gpply� OO Readcnt�al ❑Commeroal ❑Other U:e�Sp�afy� No.of betlrooms'!ff appUcable� 4•xa5onal Unfi�isned space Iff`i �_— I No.of resiCents in Mme �Adults �Childron �T��naQan ❑oa�care :7ditln fl0'++mfiSurQfn�ntS ❑res ilt r.rs.att.N.li i.��Juiq.i ❑110 ❑Garbaoe Dcoo:al ❑�W aier:oftener� ❑Iron Fllter Watarvus.nqCe�ncei![htckofltlaf QP:hwa:her ❑;iun��Pump O[hlflSpCdf�1 ��y� 0 Lai E.'-&i W�uL/J,a urt i �H�qh Efhaenri Purnace ❑L�undry/L�rg�Tub on 2nd Fbar ❑H��•[Tul.� 'Clear v+ater source Water uz�concerns lcbeck a!!iha: Q Fauce VTmle� ❑I,�idopl:L�•ack ot Laurn.Yv/Day ❑Lone-Term PrrcnDoa�r•u� ��y) ❑In-Home Bu:me:: �No L�nc Screen ❑�1�.-�d:nri•Bm-.t�nal 5�-�.�p ❑Frequenc Entercain�ng ot Out-ol-Tov+n GwoC Any additimal arcent or future ozes on this parcal�specify) no Any non•sewaQe discharpn ta syseem IspeciJy 1 NO SexaQa oj�ctor or qnnd�r pump in noma ��% ��O I acknowledqe thQ abovo is complete and accunta �Cuent�s�sfgnature and darel Designer-d�terminad Flow Information A.Estimatad Dosign Flow(gallons per day) 330 Anticipatad•+�as[a strenqth values: ❑O Oomesuc ❑Mi��li;n�u�.�L BOD: •300 mq,� CBOD:�mQ'L ITSSI: �400 mpiL 0&G:�—�m41 3. Preliminary Slte Informatlon 8�1).Water supply v✓ell(s)within 100 ft of a6sorptlon erea �yr. ❑�no Walllsl w�n lxated �Dn��.tOLeorvon�xi ❑G��untv Well Indr,.rn.�:c. ❑Periunal f�xnminn.anun NV!Unique W�II Id�: �—� Depth of well(s) NA f[ Well casing dep[h(s) NA —lft Source owner B(2).Slte within 200 ft of noncommunity transient suppty well �Y�= �i b Source owner B(3).Site within a drinking water supply management area ❑1'e: �t!o Source owner B(4).Locatian of all existinQ and proposed buildings and improvements on lot(see Si[e Evaluation map� B(5).Buried water supply pipes within 50 ft of proposed system ❑Y�c Q I b C.Location of all easements an lot(see Si[e Evoluatlon map� Source owner D.Elevatlon of ordinary high water level(OWHL)•MN DNR(ij adjacent to parcel) � E.Floodplein designetion and flood elevation Source owner F.Determine property lines(see Site Eva(ua[ion map) ❑O survei ❑Ptacnaap ❑ocher p�.��e� Site located in a shoreland district/zrea ❑Ye: 0 ib G.Distance of setbacks ❑G�i•�:��i N Un�s ❑OHW L ❑Ea:ement: ❑Y!ater Supply Pipe: ❑1V eLLr.� ❑Odie�&iddu,es H.Soil Survey Information(from web soil survey) �1hdP Map Uni[s on Parcel Lester Loam Lis[landforms moraines Slope Range 8-Jun Parent materials-check ail that appty Landscape Position(check all that opply) �T,,, n„ . , n,____ n q , ❑Allu�num ❑Summtt QQ Shouldei ❑Back:bpe ❑Foot:bpe ❑Toe:bpe ❑CdWvium ❑Lacu:tnne ❑OrQamc ❑iuVfiLL ❑Depre:;ion �Sveam ❑Terrace ❑%�+�made ❑Plam Minimum bedrock depth:�inches Minimum bedrak dep[h❑inches Maximum bedrock depth:�inches Maximum bedrock depth:❑inches Septic Tank Absorption Field-Trench(MN)Limited Map Unit Ratlngs Septic Tank Absorption Field-At-grade(MN)Limited Sep[ic Tank Abswp[ion Field-Mound(MN)Limited UvIVERSITY or MinrNEsora, OSTP Preliminary Evaluation Form i;, -_�:�. 4. Preliminary Soil Profile Informatfon(jrom web soil survay-map unit description&oJficial series descriptions) En[er information here or attach map and description. Nap Unit Lester loam Depth Texture(s) Structure�s) Consistence Other�flooding,ponding,etc) Horizon i Horizon 2 Horizon 3 Horizon 4 Horizon 5 Map Unit pep� Texture(s) StrucWre(s) Consiztence Other(flooding,ponding,etc.) Horizon 1 Horizon 2 Horizon 3 Horizon 4 Horizon 5 Map Unit Dep[h Texture(s) StrucWre(s) Consistmce Other(flooding,ponding,etc.) Horizon 1 Horizon 2 Horizon 3 Horizon 4 Horizon 5 Map Unit Depth Texwre(s) SVucture(s) Consistence Other(flooding,ponding,etc.l Horizon 1 Horizon 2 Horizon 3 Horizon 4 Horizon 5 5. Local Government Unit Intormation Name of LGU City of Orono LGU Contact LGU spccific se[backs LGU-specific design requirements LGU�spedfic tnstallatlon requirements I hereby certify that I have completed this work in accordance wi a a ble ordinances,rules and laws, � �r � Z�(o`( _��!1 ZZl 13 (Designer) (Signa[ure) (License#) (�e) � UNIVERSITY OF MINNESOTA OSTP Field Evaluation Form ;,.�\�, 1.Contact Information v 11.05.31 Property Owner/Client Gabrtel Jabbour Client Phone Number: Address 440 Big Istand,Orono Date 7/22/2013 Weather Conditions sunny-soils dry 2. UHi1ty and Structure Informatlon Utility Locations Identified ❑Gopher State Onc CaU= 1-800-252-1166 ❑Any Private U[ili[ies Property Lines ❑Determined and Approved By Client Client's Approval/initiall ❑Determined But Not Approved ❑� Approsimate ❑Property Line:Surveyed Locate and Verify�see Sfre Eva(uarion mcp� ❑� Exi:ting Buildings ❑Improvement; ❑Ea.ements ❑Setback: 3. Site information Percen[Slope Slope Direction Landscape Position zhoulder Slope Shape Linear Vrgetation typels� qrass-trees Evidence of cut,fill.compacted or disturbed areas ❑Yes ❑� No ❑Lxa�e Aroa:on Siee Evaluacion Mno Discuss the flooding or run-on potential of site no flooding in proposed site location Identlfy benchmarks and elevations ISite Evaluation Map� Proposed soil trea[ment area adequately protected �Y� ❑No 4. Generol Soils Information Original soils ❑� Yr. ❑No Type of observation ❑Soi�Groba �Soil Borin� ❑Soil Pic Piumber of soil observations �3 Soil observations were conducted in the proposed system laation �Y� ❑No A soil observation was made within the most limiting area of the proposed system �Yes ❑No Soil bonng log forms completed and attached 0 Ye= ��'�O Percolation tests performed,forms completed and attached ❑Ye= �� 5. Phase I.Reporting Information Depth to standing water na inches Anticipated construction issues Flood elevation na feet Dep[h to bedrak na inches Depth to periodicaUy saturated soil 18 inches Maximum depth of system 1 Sinches of sand inches top of rockbed is 97.7 Elevation at system bottom 95.2 feet Differences be[ween soil survey and field evaluation Percolation rate 30 mtn/inch Loading rate 0.5 gpd/ftZ Con[ourloading rate 12 gpd/ft Site evaluation issues/comments I hereby certify that I have compteted this work in accordance witfi all applicable ordinances,rules and laws. (Designer) (Signature) (License tl) (Date) version • Troy Johnson(c�co.Wnaht_mn.us__ 2,p Mo u n d Des��n for questions or comments Property Owner: Gabriel Jabbour Date: 7/22/2013 Site Address: 440 Big Island PID: Comments: instructions: � = req'd input � = input or default � =calculated field *'" =installer info i� �4 bedroom Type � Residential System �� 400 GPD design flow 3> No Garbage disposal or pumped to septic a� *'* 2000 Gallon septic tank (minimum) Multiple tanks or compartment req'd s> 1.2 GPD/ftZ mound sand loading rate 6� 10 ft rockbed width 33.0 ft rockbedlength �� **' 3.0 ft lateral spacing 3.0 ft perforation spacing (defautt 3, range 2-3, for both) end feed manifold connection s� **"�laterals 31.0 feet long 11 perfs / lateral 33 perfs total v� """ 1/4" inch perfs at �feet residual head gives 0.74 gpm flow rate per perforation (3/16" default) (2' head default) for this perf size Ft spacing, Et pipe size on line 12, max perfs/lateral= 25 , line#8 must be less --> OK �o) �doses per day (5 recommended, 4 minimum) (4 will allow 2" laterals, 5 will allow 1.5") i i> 80 gallons per dose (treatment votume) �z� 2.00 inch diameter laterals (or smaller)witl meet"5x pipe volume" **' 2.00 inch diameter laterals (or smaller) must be used to meet"4x pipe volume" requirement 2.00 inch diameter laterals (or smaller)will meet"3x pipe volume" i3� *"* 40 feet of 2.0 inch supply line leads to �7 gallons of drainback volume ("top feed" manifold to control the drainback) �a> 87 gallons TOTAL pump out volume (treatment+drainback) is) 8 feet vertical lift from pump to dispersal area, leads to a: ie> *** 25 GPM C� 14 feet of head, Pump requirement note: >50gpm may require an extra 3-6'of head i�� *** 1000 gal Dose tank (minimum) at approximately 25.00 gpi leads to a is� *** 3.5 inch swing on Demand float, or timed dosing of 3.5 min ON (confirm pump rate with drawdown (<100%of design flow requires a larger OFF[ime) 4.7 hrs OFF test and adjust as necessary) �9� 12 inches from bottom of tank to"pump OFF"float, and/or to cover pump zo� '*" 16 inches from bottom of tank to"pump ON"ftoat, or 15 inches to"timer ON"float 2t� **" 19 inches from bottom of tank to"Hi Level"float (add 5-15 inches if Time Dosed) z?� 525 gallons reserve capacity (after High Level Alarm is activated) z3� 0.60 gpd/ftZ Absorption area Soil Loading Rate, which gives a mound ratio of � (minimum) (this must match the soil borin� log) desired mound ratio 2.0 2a� �percent site slope (0-12%range) �(%downslope site slope, if different than upslope) 2;� 18 inches, or 1.50 ft. to Redox or other limiting condition (This must match the soil boring log) leads to a: ?6) k** 18 inch, or 1.50 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! z�� *** 20.0 ft.Total ABSORPTION width ,A� 0.0 ft. upslope and sideslope (sand beyond rockbed) 10.0 ft. Downslope (sand beyond rockbed) *** 4:1 slope ratio, gives BERM widths (topsoil beyond rockbed) of: �9� 11 ft. upslope berm 30� 16 ft, sideslope berms 3�� 22 ft. downslope berm 3z> Overall Dimensions: 10 ft. wide by 33.0 ft. long Rock bed 43 ft. wide by 65 ft. long Mound footprint 4" inspection pipe 18" covei on top Upslope berrn �� Do�^rnslo e berm Z2 12" cover- on sides (6"loamy+cap tx;6"t�pwil? `'�.50 Ctean sand lift -�` 1.50 !�~(�Ch to Lir»itii�s� ,,,,;i . , r ,� : � - , _ _ _ Absor tion Width 20.0 - Note: For 0 co 1`: slopes, Absorption Width is measured froni the Bedequally in both directions. For slopes >1=�:,, Abso�ption Width is rneasured do��mhill from che upslope edpe of the Bed. s3� *"* Rock Bed: 10 ft. by 33.0 ft. by �inches under pipe, plus 20%gives 15 yd'or"1.4= 21 ton 3a� "`" Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 12.3 up + 30.9 downslope + 14.2 ends+ 22.� under rock = 95 yd'or"1.4= 134 ton plus 20% 3s> '•* Loamy Cap: 39 ft. by 61 ft. 6"deep, plus 20%gives 53 yd'or"1.4= 74 ton s6> *"`* TopsoiL• 43 ft. by 65 ft. 6"deep, plus 20%gives 63 yd'or'1.4= 88 ton I certify that I have completed this work in accordance with all applicable ordinances, rules and laws. � �- 7 Z Z I 3 �� Designer Signature Company License# Date Installer Summary 2000 gallon Septic tank (minimum) Multiple tanks or compartment req'd 1000 galton Dose tank (minimum) at approximately 25.00 gpi 25 GPM @ 14 ft. of head, Pump required 3.5 inch swing on Demand float or 3.5 minutes ON time & 4.7 hours OFF time 16 inches from bottom of tank to"pump ON"float, or 15 inches to "timer ON"float 19 inches from bottom of tank to "Hi Level Alarm"float 40 ft. of 2.0 inch supply line with end feed manifold connection 18 inch, or 1.50 ft. Sand Lift Mound 10 ft. wide by 33.0 ft. long Rock bed 3 laterals 2.00 inch diameter 31.0 ft. long 3.0 ft. lateral spacing 1/4" inch perfs 3.0 ft. perforation spacing yes Effluent filter &alarm n0 clean out &valve box assemblies 20.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed) 10.0 ft. Downslope (sand beyond rockbed) 4:1 slope ratio, gives BERM widths (topsoil beyond rockbed)of: 11 ft. upslope berm 16 ft. sidestope berms 22 ft. downslope berm 4" inspection pipe 18" cover on top Upstope l�erin �� Do�vnslo e berm 22 12" cover on sides ' �" - (o"bvazny c�p&ti"topsoil) _ �1.50 Clean sand lift \ 1.50 Depth to Limit.in i �n„r�,,�� , - " r"";:;�, Absor tion Width 20.0 - - Note: For 0 to 1°� slopes, Absorption width is measured from the Bedequally in both direclions. Foi slopes >1=�, Abso�ption Width is measured dovmhill from the upslope edPe of che Bed. Rock Bed: 15 Yd3 ar"1.4= 21 ton 9 inches under pipe Mound Sand: 95 yd3 or*1.4= 134 ton calculation based on 3:1/4:1 slope from top of rockbe Loamy Cap: 53 yd3 or*1.4= 74 ton 6"deep Topsoil: 63 yd3 or'1.4= 88 ton 6"deep U of MN Unsite Sewage Treatment Program Soil Boring Log Client/Address: Legal Description/GPS: Date: y�v f,�� :�s I�C o.-�,.� -5�-- � '7/zo e� Soil Parent Material(s TiII Outwash Lacustrine Alluvium Loess Organic Ndatter Bedrock (circle all that a Landscape Position: Summit Shoulder ck/Side Slope Foot Slope Toe Slope (circle one) Vegetation: Soil Survey Map Unit(s): Slope(%): �r-w�s / �� Lc s-F�� ..��.r-. Weather conditionsiTime of Day: Slope Sha e: Saturated Soil Depth(in) Texture �Matrix Motfle Redox Indicator(s) I------__.__��e_....._.,._._.I Color s) Color s Kind s) see back Sha Grade Consistence Granuiar Wcak Loose Concentrations P�"n �..., � E� Depletions �� strong � � 4, L�qr+ t p`(��IZ Gleyed Single Cirain �osc E�xh�emely Firm Massive Granular Weak Loose Concentrations B�"ty , �� ,,, Depletions nsmacic "-"""� F'� � � Loose Extremely Firm � '��,, ��-^ � C�`1� 12.. Gleyed Singlo Grein Rigid Mavsive . Grenuler Weak Loose PI� Friable Concentrations B � y Depletions �5�� Strong � l�� Z� ,5�C.t_..- �V 1�- �� 1 Gleyed Single Grain Loose tramaly Firm Masaive Rigid �� Gtanular Weak Loose '� oncentratio P�„�-� era Friable etions �� 1II1 v Prismatic v —3 " .S l t-'�- � t�`��-S� ��.-1�``i`°`'ts Loose xtremety Firm Z� , 7 Gleyed Single Grain �g�d (p I��, Massive Gtanular Weak Loose Concentrations p�°ty Moderate Friable Depletions �.°g°m�� Strong Fima Gieyed . Single Grain I'0°SO �a ely Firm Magsivc g Grenular Weak Loosc Concentrations P�ah' Moderate Friable . 61ceky Strong Fum Depletions Prismetic �O9C Extremely Firm Gleyed Singlo G�ain R�gid Massiv� Comments: s�,—� Ze, ,, . U of MN Onsite Sewage Treatment Program Soil Boring Log Client/Address: Legal Description/GPS: Date: �/�c� �� s 1� o.-�,.� ��-Z '71z� �3 Soil Parent Material(s Till Outwash Lacustrine A uvium Loess Organic Matter B�drock (circle all that a - I.andscape Position: Summit Shoulder ck/Side 51ope Foot Slope Toe Slope (circle one) Vegetation: Soil Survey Map Unit(s): Slope(%): � ��.�, ( -l��-; L�s-�- l��-. Weather conditions/Time of Day: Slope Sha e: Saturated Soil Depth(in) Texture �Matrix Mottle Redox Indicator(s) I-------------5tructure-----------I Color s Color s Kind s) see back Sha e Grade Consistence Granular Weak Loose ConCentrations P�"Ty ��° Dapletions n�� Strong Fiim v__�� L�q..� l Q`(/� L�Z Gleyed Single G�ain �ose E�gxtremely Fim► Massive Granular Weak Loosa Concentrations p�a� te Frjal� 1(� Depletions B sma�ic UO g � �� , �� Lp,4,.� `�-� Gleyed Single Grain �OSC R g mely Firm Massive � Grenuler Weak Loose Concentrations P�ety �e Fri � Depletions „�;� �0" °g �� f � � Z./ �(;�„� � Gleyed Single Grain Looso Extramely Firm � r Massivc Rigid Granular Wc Loose ��`� ncentrati " �!°� M de Friable ( ep etions 1�� SUong �,� �� r� ` �� Gleyed Single Grain �ose E emaly Firm 2� � Messiva Rigid Grenular Weak I.00se Concentrations P�Bty Moderate Friable Depletions Pd�scmatic Strong 1'1rm Gleyed Single Gcain Loosc �g a ely Firm Massive Gtanular Woak Loose Concentrations P�ery Moderate Friable . Blocky Strong Firm Depletions PrismeNc �ose Extremely Firm Gleyed Single Grain Rigid Magsivo �OIriri1CIIfiS: .�� l._._- �� L . . U of MN pnsite Sewage Treatment Program Soil Boring Log �lient/Address: Legal Description/GPS: D$�: ��t3 t�� sl�.,.d( o�� - � 'r/zo e3 Soil Parent Material(s Till Outwash Y.acustrine Alluvium Loess Organic Matter Bedrock (circle all that a lLandscape Position: Summit Shoulder cklSide Slope Foot Slope Toe Slope (circle one) Vegetation: Soil Survey Map Unit(s): Slope(%): C�r��S ��,�3 Weather conditlonsJTime of Day: �-'�S�'� �'O� Slope Shape: . Satnrated Soil Depth(in) Texhire Matrix Mottle Redox Indicator(s) y--------------Shvchn�e-----------I Color s Color(s Kind s see back Sha e Grade Consistence . Gianular Woak Loose Concentrations P�"�Y o e 'c Fpsb"� O� � Dapletions ng � � smatic (..U� jOt,C Z�Z Gleyed SingleGrain �ose Bx�emelyFirm Massive Rigid Granular Weak Loose Concentrations p�aty ��ae �ab}� � � I,l 3/ Depletions �,� '. � �'• � L�.4�-` (Z Gleyed Single Gmin Looso Extremely Firm Massive Rigid • Grenular Wealc Loose 1 Concentrations P�sty �o er'a� �a e �t/ ��c•� s,�� f- � Depletions B� . �� Gleyed Sin e Grain Loose o,urcl°°'y Firm � Ri id Messivo g Gnnular Wcak Loose (J Y+L-�� oncen ' ns ' P�� Friable �� 'Z y S l C.l._ -�� .`�C.,� tions mnt;o ��"b F{'rm� �+� Gleyed Single Gratn Loose E�ety Firm �1 Massivo Rigid - Granular Weak I,00se Concentrations P�Hty Moderat� Friable Depletions B�OC�`}' Strong FIrm Gle ed Prismatic �ose Extromely Firm Y Singlo Grain Messive Rigid Granular Weak Loose Concentcations P�ah' Moderate Friable , Depletions B�OC�`=` Strong Ficm Gle ed P��BhC Loose Extremely Firm Y Single drain Massive Rigid �omments: S t,�'_-� ( �g 4 3 Soil Map—Hennepin County,Minnesota � � � � S44r 4SS�70 45550C 455590 4�.5560 455590 �. .� �� . � , 5710 n'� � aG a5562C �55650 455680 45 � . 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I_��''� 44"55 26'N a4°5526'N - . . _ . . .. . . �. .. _ .'_ . _I �' I aS�r110 a5s.a0 qSY+IG > ».��. a55�3G a55560 455590 455620 459650 455690 455710 3 3 � N Map Scale:1:1,420 f prirted on A landsmpe(11"x 8.5")sheet. ^ M _ -,� ° m N 0 ZO 40 8b 120 p A �` o � �� Map qojectim:Nkb Mer�tor Cnrt�er madinates:WGS84 Edge tla:UTM Znre 15N WCSB4 tnD,� Natural Resources Web Soii Survey 7126/2013 � Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map--He�nepin County,Minnesota Map Unit Legend Hennepin County,Minnesota(MN053) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI L22C2 Lester Ioam,morainic,6 to 12 3.0 40.6% percent slopes,eroded L22D2 Lester loam,morainic,12 to 18 1.8 25.4°k percent slopes,eroded L22E Lester loam,morainic,18 to 25 2.5 34.0°k percent slopes w Water 0.0 O.O�o Totals for Area of Interest 7.3 100.0% i_�� Natural Resources Web Soil Survey 7/26/2013 Conservation Service Nationa�Cooperative Soil Survey Page 3 of 3 UNIVERSITY ' " � OF MINNESOTA °��- �� Septic System Management Plan � for Above Grade Systems The goal of a septic systcm is to protect human health and the environment by properly treating wastewater before retuming it to the environment. Your septic system is designed to kill harmful organisms and remove pollutants bcfore the water is recycled back into our lakes, streams and groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long- term performance of your septic system. Some of these activities must be performed by you, the homeowner. Other tasks must be performed by a licensed septic maintainer or service provider. However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner. The University of Minnesota's Septic ,Sy.ctem Owner's Guide contains additional tips and recommendations designed to extend the effective life of your system and save you inoney over time. Proper septic system design,installation,operation and maintenance means safe and clean water! Property Owner Property Address 440 Big Island, Orono MN Property ID System Designer Chlp's Septic Services LLC License# Zp(o � System Installer License# Service Provider/Maintainer Chip's Septic Services LLC Phone qSZ ` ZVO ' 3�7� Permitting Authority Clty Of OI'Of10 Phone Permit# Date Inspected 7-13 Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide includes a folder designed to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information,designer drawings and as-builts of your system, if they are available. • Keep copies of al] pumping records and other maintenance and repair invoices with this document. • Review this document with your maintenance professional at each visit;discuss any changes in product use, activities or water-use appliances. For a copy of the.Septic System Owner's Guide,call 1-800-876-8636 or go to http://shop.extension.umn.edu/ http://septic.umn.edu - � - ,0�09 UN I V E R S I TY Septic System Management Plan ;,�-�.�_; .�"�.sM`,E'yv1� for Above Grade Systems OF MINNESOTA , ,�,� Your Septic System :--' r -• . CI.vnWf �--' I ��,, Nantwle . ��<<«ilur�nl�- � '�� '�� —� µ � � . i�-��-,.�� ,� . �_'. �� ' '— -� �/ SeDLct�M O► �~�---_-_' . �ti_ y..�' � � 0. _ .. .._ �'� � :;� _' ,''��`'!��.�_�•.•"i . `� ". �� . , _- _' . ��`��Y ,_/��'-' PumD ..', � .� -�. . . : �_/ M�uMI.- ' .�M1aaled L,3teral J•.aco��:.. ��, Cross�section oi mound -- U�.v�on:c^m�e�a - lA..�rr.- __ _ IM?��lVnG�N' . - - � IiM�iy�:l� '_ I�:nsu�l_ - �-��. - , ` t.,geutmn.. _ '.Y". >�.=.--_ - , . . ... .J•"•:Sard• --�-_ ..____—._ . _.._ . � i.,.I _ __�_--� .�i.,. - ��-�� NdmralsOd taLmrtmgronA��or �SatUratedw�tbdrak - Septic System Speci�cs ❑ System is subject to operating permit* System Type:O I�II O Ill�[V* �V* o System uses UV disinfection unit* (Based on NIN Rules Chapter 7080.2200—2=100) Type of advanced treatment unit _ *Additional Management Plun required Dwelling Type Well Construction Number of bcdrooms: 4 Well depth(ft): ' 100 System capacity/design flow(gpd): o Cased well Casing depth: unknown Anticipated average daily flow(gpd): 150 ❑ Other(specify): Comments Distance from septic(ft):'100 In-home business?_What type? �s the well on the design drawing?OY o N Septic Tank One tank Tank vvla�me: gallons p Pump Tank(if one) 100o gallons Does tank have two compartments?�Y�N p Effluent Pump type: • Two tanks Tank vnlz�me: 2000 gQ[lons 'TDH 14 Feet of head ❑ Tank is constructed of concrete Pump capacity 29 GPM ❑ Effluent Screen(ype: ❑ Alarm � visual � audible Soil Treatment Area Mound/At-Grade area(length x width):46 ft x 63 ft p Cleanouts or lnspection Ports Rock bed size(length x width): �o ft x 33 ft ❑ Surface Water Diversions - 2 - 10/09 UNIVERSITY Septic System Management Plan for Above Grade Systems � � OF MINNESOTA ,�� Homeowner Management Tasks These operation and maintenance uctivities are ynur responsibility. Use the chart on page 6 to h'ack your activities. Identify the service intervals recommended by your system designer and your local government. The tank assessment for your system will be thc shortest interval of these three intervals. Your pumper/maintainer will determine if your tank needs to be pumped. System Designer: check every months My tank needs to be checked Local Government: check every rnonths every 36 months State Reguirement: check every 36 months Seasonally or several times per year ❑ Leaks. Check(listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly. o Surfacing setivage. Regularly check for wet or spongy soil around your soil treatment area. If surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps, call your service professional. tlntreated sewage may make humans and animals sick. ❑ Alarms. Alarms signal when there is a problem; contact your maintainer any time the alarm signals. o Lint frlter. If you have a lint filter, check for lint buildup and ciean when necessary. Consider adding one after washing machine. ❑ Efflirent screen. If you do not have one, consider having one added the next time the tank is cleancd. Annually � Wa�er usage rate. A water meter can be used to monitor your average daily water use. Compare your water usage rate to the design flow of your system (listed on the next page). Contact your septic professional if your average daily flow over the cowse of a month exceeds 70% of the design flow for your system. o Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least every fa1L Fix or replace damaged caps before winter to help prevent freezing issues. ❑ Wuter conditroning devices. See Page 5 for a list of devices. When possible, program the recharge frequency based on water demand (gullons) rather than time (days). Recharging too frequently may negatively impact your septic system. ❑ Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any major changes with your pumper/maintainer. During each visit hy a pumper/maintainer ❑ Ask if your pumper/maintainer is licensed in Minnesota. ❑ Make sure that your pumper/maintainer services the tank through the manhole. (NOT though a 4" or 6"diameter inspection port.) ❑ Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4. - 3 - �oios UN I V E RS I T Y Septic System ,�lanagement Plan for Above Grade Systems OF MINNESOTA � �� ,��, _ �, Professio�al Management Tasks lhese are the operation and maintenance activities tha! a pumper/maintainer performs to help ensure long-term perfor»sance of your system. Professionals should refer to the O/M Manual for detailed checklists for tanks,pumps, alarms and other components. Call 800-322-8642 for more details. ❑ Written record provided to homeowner after each visit. Plumbing/Source of Wastewater ❑ Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in water use and the impact those changes may have on the septic system. ❑ Review water usage rates(if available)with homeowner. Septic Tank/Pump Tanks o Manhole lid. A riser is recommended if the lid is not accessiUle from the ground surface. Insulate the riser cover for frost protection. ❑ Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaning, or there may be ponding in the drainfield.) ❑ Inspection pipes. Replace damaged caps. o Baf�les. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup or obstructions. ❑ Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. ❑ Alarm. Verify that the alarm works. ❑ Sct�m and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump ❑ Pump and controls. Check to make sure the pump and controls are operating correctly. ❑ Pz�mp��ault. Check to make sure it is in place;clean per manufacturer recommendations. ❑ Alarm. Verify that the alarm works. ❑ Drainback. Check to make sure it is operating properly. ❑ F.vent cozrnter or run time. Check to see if there is an event counter ar nin time log for the pump. If there is one, calculate the water usage rate and compare to the anticipated average daily flow listed on Page 2. Soil Treatment Area o Inspeclion pipes.Check to make sure they are properly capped. Replace caps that are damaged. ❑ Surfacing of effluent. Check for surfaced ettluent or other signs of problems. ❑ Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean as needed. u Ponding. Check for ponding. Excessive ponding in at-grade and mound beds indicates problems. All other components—inspect as listed here: - 4 - �oios UN I V ER S 1 T Y Septic System Management Plan for Above Grade Systems €�'` OF MINNESOTA t� ,�. � Water-Use Appliances and "�-'��" Equipment in the Home Appliance [mpacts on System Management Tips • Uses additional water. • Use of a garbage disposal is not recommended. . Adds solids to the tank. . Minimize garbage disposal use.Compost instead. Garbage disposal . Finely-ground solids may not settle. • To prevent solids from exiting the tank,have your ilnsettled solids can exit the tank tank pumped more frequently. and enter the soil treatment area. . Add an effluent screen to your tank. . Vl�ashing several loads on one day • Choose a front-loader or water-saving top-loader, uses a lot of water and may overload these units use less water than older models. your system. . Limit the addition of extra solids to your tank by • Overloading your system may using a liquid or easily biodegradable detergents. Washing machine prevent solids from settling out in . lnstall a ling filter after the washer and an effluent the tank. Unsettled solids can exit screen on your tank. the tank and enter the soil treatment . Wash only full loads. area. . Limit use of bleach-based detergents. • 'Think even—spread your laundry loads throughout the week. • '1'he rapid speed of water entering . Install an effluent screen in the septic tank to 2""floor laundry the tank may reduce performance. prevent the release of excessive solids to the soil treatment area. • Be sure that you have adequate tank capacity. . Powdered and/or high-phosphorus • lise gel detergents. Powdered detergents may add detergenls can negatively impact the solids to the tank. Dishwasher performance of your tank and soil . Use detergents that are low or no-phosphorus. treatment area. . Wash only full loads. • New models promote"no scraping". . Scrape your dishes anyways to keep undigested They have a garbagc disposal inside. solids out of your septic system. • Finely-ground solids may not settle. • Expand septic tank capacity by a factor of 1.5. Grinder pump(in Unsettled solids can exit the tank . (nclude pump monitoring in your maintenance home) and enter the soil treatment area. schedule to ensure that it is working properly. • Add an effluent screen. • Large volume of water may . Avoid using other water-use appliances at the Large bathtub overload your system. same time.For example,don't wash clothes and (whirlpool) • Heavy use of bath oils and soaps can take a bath at the same time. impact biological activity in your • Use oils,soaps,and cleaners in the bath or shower tank and soil treatment area. sparingly. Clean Water Uses Impacts on System Management Tips High-efficiency • Drip may result in frozen pipes • Re-route water into a sump pump or directly out fumace during cold weather. of the house.Do not route furnace recharge to your septic system. • Salt in recharge water may affect . These sources produce water that is not sewage Water softener system performance. and should not go into your septic system. Iron filter . Recharge water may hydraulically . Reroute water from these sources to another Reverse osmosis overload the system. outlet,such as a dry well,draintile or old drainfield. • Water from these sources will likely • VJhen replacing consider using a demand-based Surface drainage overload the system. recharge vs.a time-based recharge. Footing drains . Check valves to ensure proper operation;have unit serviced per manufacturer directions - 5 - 10/09 UN I V ERS ITY Septic System Management Plan for Above Grade Systems �.x`" ` OF MINNESOTA � � : .,�,� ��. Maintenance Log Truck maintenance activities here for easy reference. See list of'management tasks nn pages 3 and 4. Activity Date accomplished Check frequently: Leaks:check for plumbing leaks Soil treatment area check for surfacing Lint filter: check. clean if necded Effluent screen: if owner-maintained Check annually: Watcr usage rate(monitor frequency_) Caps: inspect,replace if needed Water use appliances—review use Other: Notes: Mitigation/corrective action plan: "Rs the owner of this SSTS, I undecstand it is my respons�bility to properly operate and maintain che sewage treatment system on this property, utilizing the Management Plan. Zf requirements in this Ma�aqement P1an are rot met, I wi11 promptly notify the permitting authority and take necessary correctzve actions. Zf Z have a new system, I agree to adequacely protect the reserve azea foz future nse as a soil treatmer.t system." Property Owner Signature: Date Management Plan Prepared By: Clllp's Septic Service LLC Certification# 2064 Permitting Authority: Clty Of Mlfllletl"ISta �2009 Rcgcnts of thc Universiry of Minnesota All righ�s reserved. The Universiry of Minnesota is an equal opportunity educator and employer 'Chis material is available in altemative formats upon request. Contact the Water Resources Center,612-624-9282. The Onsire Sewage Treatment Program is delivered by the Unroersrty of Minnesota Extension 5ervice and the University of Minnesota Warer Resources Center. 10/09 - 6 MEMO � To: Melanie, Lyle& Mike From: Loren Kohnen ` � � Date: April 21, 2014 �_ Re: Big Island Septic System- John Reimann On Friday 4/18/2014, I met with John Reimann, owner of a lot on Big Island, and his builder Grant Johnson. We discussed the septic system requirements which is dictated by the number of bedrooms. It was decided to wait until the ice goes out on the lake and then meet on site with septic designer, landowner, builder and myself. The owner would like to have 3 bedrooms in the main house and 1 bedroom in the small cabin. The design submitted to me was only large enough for a 3 bedroom home. We will also have to find an alternate site. cc: file