The URL can be used to link to this page

Home My WebLink About2011-00110 - new septic CITY OF ORONO PERMIT NO.: 2011-00110 _- 2750 KELLEY PARKWAY ORONO, MN 55356- �ATE ISSUEn: 07/20/2011 952 249-4600 FAX: 952 249-4616 ADDRF.SS : 2650 FOX ST PIN � : 04-117-23-41-0003 LEGAL DESC : REG. LAND SURVEY NO. 1249 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM- SEPTIC NOTE: 1) GAST PROPERTY LINE MUST BE VERIFIED BEFORE INSTALLATION 2) SOILS MUST BE VERIFIED PRIOR TO INSTALLATION. (3)PRECAST TANKS-SIZE OF TANKS(1) 1250,(1) 125q AND(1) 1500 MOUND SYSTEM�1X 87S.F. APPLICANT SEPT[C NEW 200A0 BURNS EXCAVATING, INC. STATE SURCHARGE SEPTIC 0.50 3470 CO. RD 21 TOTAL 200.50 MAYER, MN 55360- (612)685-4303 Minnesota State License#: 1888 OWNER PAULSON, STEPHEN 2650 FOX ST WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issucd shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whcther or not specil7ed herein."Chis permit will expire and become null and void if construction authorized is not commenced within 180 days oY the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.1�his permit may be revoked at any time for due cause. _� / / /� �j --� (/ 1�� '� /� / / �� / Applicant Permitee Signature Date Issue �y Signa ure Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. �� "'" ��'` City of OrOno FOR CITY USE ONLY a' �� ,,�� P.O.Box 66 a o„� o ►,o l(�;�,,4_, o,` 2750 Kelley Parkway Date Received: Permit# '� ��?� - ') Crystal Bay,MN 55323 \, � ,' .� c��f (g52)249-4600 Amount: $ ��' w•./ ��°$' ��a. � CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (Atl permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site / Owner tnformation: s�te AddreSS: 2650 Fox Street Orono, MN. oWne�: Stephen Paulson Mailing Address: 2650 FOX Stl'eet c;ty: Wayzata Z;p: 55391 Home Phone: Alternate Phone: Contractor I Applicant Ir��t�t�cin:��''�� Contractor/A Burns Excavating, �tlC. Contact Person: SteV@ BUI'IlS pp.: Address: 3470 COunty Road 21 state �icense #: � 888 c�ty: Mayer Z�p: 55360 Expiration �ate: 3/2011 Phone: (952) 955-3112 Alternate Phone: (612) 685-4303 TYPES'OF OCGURANCY ❑■ Residential ❑ Commercial ❑ Other PERM[T':TY��'�►�1��FEES New or Replacement System $200.00 200.�� Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 ---5:-69� •S� Total $ . a�D. 50 W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 1 / 2 ** ATTENTION APPUCANT ** Fill in all a ro riate blanks and check all a ro riate boxes. I will be installing the following: Tanks ❑� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: 3 size of Tanks: 1250 1250 1500 Treatment System Trenches s.f. X Mound 51 x87 s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and correct. � February 17th, 2011 Signature of Ap�f' t Date: MPCA License No.: �888 Staff Review: �Accept ❑ Denied � � Reviewer: ( � � b � �/"i�5�i S Date:� �— � � "� � ( Reason for DeniaL• � Comments (to be printed on inspection card): `%� �� rv �-{.% +-�-I r • �'�'� r�� ;�� r:�� -�� .�� ; � ,� �--�=.:,� �� s�; �S ,�J �; � � �� , � � �� ;�- --�� Reset Form ��S -.�-� � � �r� ,��`��; �j P W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 2 � 2 r DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT SYSTEM (SSTS) PREPARED BY: CHIP'S SEPTIC SERVICE LLC. Pernel "Chip" Hentges ORONO COPy 16762 Babcock Ave. Lester Prairie, MN 55354 952-200-3176 Minnesota Pollution Control Agency Individual Sewage Treatment System License No. 2064 For: Joe Fake Location of proposed septic system site: ORONp C�PY ,�.�,�,� 2650 Fox Street C�F�n�'� `�'-`� Orono, MN 55391 This site will be 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 August 15, 2010. It is for a type one dwelling with an estimated flow of 750 gallons per day. Soils information indicated a seasonal water table at 14 inches. A Mound System will be required to meet the 3 foot separation from the seasonal high watertable as required by MI'CA Agency Rules and Standards, Chapter 7080,81. The Mound System design area is 51 feet wide with a length of 87 feet. Pin Flags and lath have marked the location of the soil borings,plus the boundary of the system. The proposed system will require (2) 1250-gallon septic tanks, and(1) 1500 gallon dosing tank. The existing tank will need to be pumped and destroyed at the time of installation. The pump will need to be sized to deliver 34 gallons per minute with a lift of 18 feet of total head. An effluent filter must be installed in the second tank with an alarm system. The filter must be checked and cleaned on a routine basis—normal use will require the filter to be rinsed off twice a year(spring and fall). This is the��g ORoNCI of the systems owner. '�EPTIC P�R�lIT t�►A� E BV� 1NSPF.�T4R b TQ - -1 pERMiT NO.�,�,,,,,,,,...,,� ��, APPitOVED AS StIB�tlTT�O ��Q� �� APPROYED WCfH CC)RRECTi(flrPi M�'O'f80 � 11IOT APPROVED-COIiR�CT 1 RE�IIBbIT ��,i�, 'tDesa wmtneob m fw pour informatioo. Atl wa�k ahali N dali �p fk{I op�apHanoo with alt applicrWe�ptie and zoaing cwd�. Requlnments inciudin�items not speciFicrity twted jq lhis IwYirIM. KfiGg THiB lLAN 98T Wd Si'i'E AT AL4 TIME� The set-back 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's the responsibility of the owner to identify the property boundazies 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 septic 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://www.pca.state.inn.us/programs/ists/index.html U of M Water Resources Center Website: htt�://septic.urnn.edu/index.html If you should have any questions or need further information, you can contact staff at the Local Unit of Government that's permitting this project, and or me at your convenience. I hereby certify that I have completed this septic system design work in accordance with ' Rules and Standards Chapter 7080-81, local ordinances, rules and laws. � Pe 1 `Chip Hentges Licenses#2064 �. . 7�� LOC�1-T�o,� A� C_ �-�1 E�' � � �20�/o , �t ��-� ,,_ � � _- � — � , � �' �1 or� — Co�clr�'4c�a2 7z� �— c �P� /�Q�'l - ��-z.0 �S r�e.E ,� -� ��`�- /��v�'�.r ls scH� �v '�� l�c�-�n o f.l p��. �� ', � � ,� -- � � - � / �' �, � � / �( � / �oo�. � � � �-��- � �'�"�) � / � / � � � � , � �g�� Z �� ,Sc� ¢� ., k�tB � x �vcr �°�r� � I �Qrkft(� l�a.U � � � � ��SC!-� �b � � {�� °� � ' '' � (�E�s> � � , 9 z- �a.L �z 'y �,/- ;, /O x �3 Ra c,�� 9Y,s _ ��3 � ��`Z , � �1 9��3 ' CZ� /ZSZ� F�-c1�-I �S�n� �,��cs (I� /S'�o t''-�..c.o%,J �U'�' ��'� 1 �X�STii�(�j 7'A-�c/� 7t� �,� �tln�A� �7 /�-�o�J �oO�S. 35502 ' . ' Vx�vuinypvWvvemin atd517[ Preliminary Evaluation Form �F4�A�t: �REdYMENT F'ROCRpA1 1.Contact Informadon Property Owner/Client: Qient Phone Number: Address 2650 FoxStrcet,Orono,'MN 55391 Parcel I.D. 411723�410003' Township# Range N ` W Section Date 8/15I10 Township name ' ;`: LaNtude/Longitude Eva(uatton for system rype New Constructfon 0 �Fxisting Dwelting Parcel dimensions ? .�`� �„�� 2. Flow Informatfon Client-Provided Informatlon / Type(s)of use(a(1 thvt cpply) �❑Residential ❑Commerdal ❑Other Use(Speciry) ��sr,� ,:; �,_�,_ 7..:� No,of bedrooms'(tf oppticabte) ,,:�3r�1��;�.��,� Unfinished space (ft2) No.of residents in home Adults ❑Children ❑Teenagers �Daycare Existing flow measurements ❑Yes(If Yes,attach readtngs) � ❑Garbaqe Dfsposal ❑Water Softener' ❑Iron Filtei' Water-using devices(check all that ❑Dishwasher ❑Sump Pump• Other(specify}��;��R�C�rY t�1, '> aPP�Y) ❑Large Bathtub/Jacuai ❑High Efficiency Fumace' ❑Laundry/Large Tub on 2nd Floor ❑Hot Tub' 'Clear water source Water use concems(check o/l thot ❑Faucet/Toilet ❑Multiple Loads of Laundry/Day ❑Long-Tertn Prescriptton Meds �P�� ❑In-Home Busfness ❑No Lint Screen ❑lhe of Anti-Baderial Soap ❑Frequent Entertaining of Out-of-Town Guests Any additlonal current or future uses on this parcel(speclfy) Any non-sewage discharges to system (specify) Sewage eJector or grinder pump in home ��Yes No I acknowledge the above is complete and accurete (Client(s)signature md date) �Y��a�;��+`�� ;k�"�y� ,�r�,�s�'�=�.� r�+�r��,��,� Designer-determined Flow information A. Estimated DestQn Flow(gallons per day) "",=ay�"� '�,h �� ' ��Y�n�s .a,' Anticipated waste strength �Domestic ❑High Strength pescription � '` v,��`��l �e �,, �: 3. Prel(minary Site Information B(1).Water supply we(1�s�thin 100 ft of absorptfon area ❑Yes No Well(s)were located Direct Observation ❑Gounty We4 Index Maps ❑Personat Communication Depth of welt(s) +�€�'�`��.+". �'� ' _,��k ft Well casing depth(s)�r °`��; ,�,��`��''��;`;�:"ft Source B(2).Site within 200 ft of noncommunity transtent suppty well ❑Yes ❑No Source B(3).Site within a drinkinQ water supply management area ❑Yes ❑No Source B(4). Location of atl existing and proposed buiidings and improvements on lot(see Site Evoluotion map) � B(5).Burled water supply pipes within 50 ft of proposed system ❑Yes ❑No C. Locallon of all easemenb on lot(see Site Eva[uotlon map) Source REALTOR ° 'b� ,`�.h �'. D. Elevatlon of ordlnary high water level(OWHL)-MN DNR(if adJac�nt to parc�l) E. Floodplaln designatfon and flood elevation �,,c��, �;x,�4 yw,��w��b��'��.,,:�,r.;. Source F. Determine property Ilnes(see Slce Evoluotfon mc�) ❑Survey ❑Plat Map ❑Other n ''� ��;� "'`' ,a:� '�t �� Site located in a shoreland district/ar,�ea/ ❑Yes ❑No G, pistance of setbacks .�Property Lines lb` ❑OHWI ❑Easements ❑Water Supply Pipes ❑WeU(s) ❑Other Buildings H.Sofl Survey IMormatfon(from�wb soif survey) ❑Ma b ? � ,r +r.,r P Map Units on Parcel Angus•Kilkenny ;' ,��"^'�� +� ,��,� List landforms �F�� (d��+��?y"�� ' ; � :r �s;.K. �. Slope Range Parent matetials-check oll that appty Landscape Position (check a(l that apply) ❑TiU ❑Outwash []Lcess ❑Bedrock []AUwium ❑Summit ❑Shoulder ❑Backslope ❑Footslope ❑Toeslope ❑CoUuvium O lacustrtne ❑Organic ❑Cut/FiU ❑Depresston ❑Stream ❑Terrace ❑Manmade ❑Plain Minimum bedrock de th:�inches `" p Mi�imum bedrock depth:;,a�'�inches Maximum bedrock depth:, '�ches Maximum bedrock depth::��inches Septic Tank Absoprtion Field•Trench (MN) Lfrimited Map Unit Ratings Septic Tank Absorption Field•At-grede(MN� Lfmiteci Septic Tank AbsorpNon Fietd�Mound (MN) lfmlted � . � Vxi.vfmovN�.vuor� �NSITE Preliminary Evaluation Form SEWAGE TREA'fMEN7 PROGRAM 4. Prelimtnary Solt Profite Information (from web soi!aurvey-map unit descripNon&off�ciaf series descrlptions) Map Unit �;ngl�Killtefhti�7�;' U,'� Depth Texture�s) Struc[ure(s) Conslstence Other(flooding,p� Horizan 1 ^ r-, _ Horizon 2 Horizon 3 Horizon 4 � .. _ , Horizon 5 _ , _ Map Unit ��,ri�^« '` u ;. :� .�'�.a,."��.�u. �,�: Depth Texture(s) Struc[ure(s) Consistence Other Iflooding,p< Horizon 1 ' : Horizon 2 Horizon 3 Horizon 4 Horizon 5 Map Unit �';�x t` Depth Te�ure(s) Structure(s) Consistence Other(flooding,pc Horizon 1 � `"' � � Horizon 2 Horizon 3 � Horizon 4 Horizon 5 , ,- p �A" as s �s: rt . ,; Ma Unit .:,-<�,� Depth Texture(s) Structure(s) Consistence Other(flooding, p< Horizon 1 - �� - > - : � Horizon 2 Horfzon 3 Horizon 4 Horizon 5 5. Local Government Unit Information Name of LGU C1Ey of O�ono LGU Contact LGU-specific setbacks LGU-specific design requirements LGU-specific installation requirements I hereby certify that I have completed this woric in accordance with licable ordfnances,rules and laws. Pernel Chip Hentges 2084 `� � /'7 J (Designer) (Signature) (License#) (Date) , � Ihir�artrorMivwv.ar�� oNSITE Field Evaluation Form ��Qr� ' � TREATMEkT PRQGRAM _.'��..,�'C�`1y 1. Contact Information L Property Owner/CHent Client Phone Number: Address 2650 Fox Street,Orono,MN 55391 �,y.1,y,�,, ,,,�, �BCC��"7:f�GV�.�i�'.h��.i: Weather Conditlons"„_ -. ��y`�� } . ., ,... � i".�,'�,�,y:s ,� ��='��'_�, s�'��'��,.� � A} L'� �tv f}�°��vr � �" h� 2. UUllty and Structure informaHon Utility Locations Identified ❑Gopher State One Call ❑Any Private Utitlties Property Lines ❑Determined and Approved By Client ��,�q�j�1�'St��{y x�r C(leni's Approva((initial) ❑Determined But Not Approved ❑Approximate ❑Property Lines Surveyed Locate and Vertfy(see Site Evaluacfon ma�) ❑Existlng Bufldings ❑Improvementr ❑Easements ❑Setbac}cs 3. Site Informatton Percent Slope 10` Slope Direction east Landscape Posi[ion - shoulder , Slope Shape cOnvex ,.. , . - .. . Vegetation type(s) ' �r��. , .. _.., ... Evidence of cut,fill,compacted or disturbed areas ❑Y� ❑No ❑Locate Areas on Site Evaluation Mao Oiswss the flooding or run-on potential of site � - 4� Identify benchma�lcs and elevattons(Sit�e.E�vo(ulotion Mc�) see map Proposed soil treatment area adequately protected L-d'Yes ❑No 4. Generai Sofis Informatton Ortginal soils �� ❑No Type of observation ❑Soil Probe otl 8oring �Sotl Pit' •Sol(pit required lf determining loadirtg rate withouf perc test Number of soil observations ,�¢v, Soil observations were conducied in the proposed system location �� ❑Na A soit observation was made withln the most limiting area of the proposed system �� ❑No Soil boring log forms completed and attached �� ❑� Percotation tests performed,forms completed and attached �Y� ❑� 5. Phase I.Reporting lnformatfon Depth to standing water n/a inches Antidpated construction issues Flood elevation n!a feet Depth to bedrock �;.g;:_ , n%b `.inches Depth to periodically saturated soil ,i'� 14 inches Maximum depth of sys[em 221NCHES�AF SAHD'�'inches �� Elevation at system bottom. 95:2 ` feet Differences between soil survey and field evatuation Percolation rate -'30."- ''min/inch Loading rate 0.45" gpdfft2 Contour loading rate 12"� Site evaluation issues i comments �ast Propertyii�e wtll need to be tocated '• � I hereby certify that I have completed this worlc in accordance licable ordinances,rules and laws. Pernel Chip Hentges 2084 IZ J (Designer) (Signature) (License#) (Date) Mound Design Troy.Johnson(a�co.Wriqht.mn.us forguestions or comments Property Owner: Date: 8/15/2010 Site Address: ��—� �� .yy�� P�p: Comments: �/-�d instructions: C� = req'd input � =input or default � =calculated field •** =installer info t> �bedroom Type C� Residential System 2) 750 GPD design flow 3) No Garbage disposal or pumped to septic a> *** 2500 Gallon septic tank (minimum) Multiple tanks or compartment req'd s� 1.2 GPD/ft� mound sand loading rate 6> 10 ft rockbed width 62.5 ft rockbed length �> *_* 3.0 ft lateral spacing 3.0 ft perforation spacing (default 3, range 2-3, for both) end feed manifold connection s> *•"�laterals 60.5 feet long 21 perfs / lateral 126 perfs total 9> *"* 7/32 inch perfs at �feet residual head gives 0.56 gpm flow rate per perforation (3/16"default) (2'head default) for this perf size£�spacing, £r pipe size on line 12, max perfs/lateral = 14 , line#8 must be less --> ERROR �o� �doses per day (5 recommended, 4 minimum) (4 will allow 2"laterals, 5 will allow 1.5") i i� 150 gallons per dose (treatment volume) i2> 1.25 inch diameter taterals (or smaller)will meet"5x pipe volume" *** 1.25 inch diameter laterals (or smaller) must be used to meet"4x pipe volume" requirement 1.50 inch diameter laterals (or smaller)will meet"3x pipe votume" is> '�"* 75 feet of 2.0 inch suppty line leads to 13 gallons of drainback volume ("top feed" manifold to control the drainback) ta� 163 gallons TOTAL pump out volume (treatment+drainback) ts� 10 feet vertical lift from pump to dispersal area, leads to a: �6> *'�" 71 GPM C� 26 feet of head, Pump requirement note: >50gpm may require an extra 3-6'of head t�� !*• 1500 gal Dose tank (minimum) at approximately 31.00 gpi teads to a �s> **• 5.3 inch swing on Demand float, or timed dosing of 2.3 min ON (confirm pump rate with drawdown 4.8 hrs OFF test and adjust as necessary) i9� 12 inches of efftuent from bottom of tank to cover pump 20� "*� 17 inches from bottom of tank to"pump ON"float 2t� '�*• 20 inches from bottom of tank to "Hi Levet Alarm"float (Add a few more inches if Time Dosed) 2z> 871 gallons reserve capacity (after High Level Alarm is activated) Zs� 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring log) desired mound ratio 2:7 za> 10 percent site slope (0-12% range) 10 (%downslope site slope, if different than upslope) 2s> 14 inches, or 1.17 ft. to Redox or other limiting condition (This must match the soil boring log) leads to a: 25) "' 22 inch, or 1.83 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONSl11 2�) '�** 27.0 ft.Total ABSORPTION width 28) 0.0 ft. upslope and sideslope (sand beyond rockbed) 17.0 ft. Downslope (sand beyond rockbed) *"` BERM widths (topsoil beyond rockbed) using 4:1 slope ratio 29> 10 ft. upslope berm 30) 12 ft. sideslope berms 31) 31 ft. downslope berm optional 21 ft. downslope C� 3:1 slope 32� Overal( Dimensions: 10 ft. wide by 62.5 ft. tong Rock bed 51 ft. wide by 87 ft. long Mound footprint 4" inspection pipe 18" cover on top U slo e berm �� Downslo e berm 31 ,,� 12" cover on sides :-—"` � '`_ {6"loamy cap&6"topsoil} _ .� --�''� 1.83 �!�'��ia �ancf lift `-�.` �1.17 Deptri to Limitin� - -Limiting Conditi� -` _—`�---._.__ --_.. _�-_. .___ c r� Absor tion Width 2�.0 ^�—-�""— --- ————--�- —.---.— . Note: �or 0 to 1�6 slopes, Absorptron Width is measured from the Bedequally in both directions. For stopes >1�, Abso�pf�on Wfdth is measured downhitt from the upslope ed�e af the B�d. 33> "•* Rock Bed: 10 ft. by 62.5 ft. 9"deep, plus 20%gives 2� yd'or"1.4= 29 ton sa� 4*' Mound Sand: (note: volume is based on 4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 26.6 up + 113.4 downslope + 21.8 ends+ 54.0 under rock= 259 Yd'or*1.4= 363 ton ptus 20% 35> *"* Loamy Cap: 47 ft. by 83 ft. 6" deep, plus 20%gives 87 yd'or"1.4= 122 ton s6> '�'�• Topsoil: 51 ft. by 87 ft. 6"deep, plus 20%gives 99 yd'or`1.4= 139 ton hereby c tify that I have compteted this work in accordance with all applicable ordinances, rules and laws. "`"� Chip's Septic Services LLC 2064 a Desig er Signature Company License# Date Installer Summary 2500 gallon Septic tank (minimum) Multiple tanks or compartment req'd 1500 qallon Dose tank (minimum) at approximately 31.00 gpi 71 GPM C� 26 ft. of head, Pump required 5.3 inch swing on Demand float 17 inches from bottom of tank to "pump ON"float 20 inches from bottom of tank to "Hi Level Alarm"float 75 ft. of 2.0 inch supply line with end feed manifold connection 22 inch, or 1.83 ft. Sand Lift Mound 10 ft. wide by 62.5 ft. long Rock bed 3 laterals 1.25 inch diameter 60.5 ft. long 3.0 ft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing YES Effluent fitter E� alarm 3 dean out�t valve box assemblies 27.0 ft.Total sand ABSORPTION width (minimum) 6.0 ft. upslope and sideslope (sand beyond rockbed) 17.0 ft. Downslope (sand beyond rockbed) BERM widths (topsoil beyond rockbed) using 4:1 slope ratio 10 ft. upslope berm 12 ft. sideslope berms 31 ft. downslope berm optional 21 ft. downslope C� 3:1 slope 4" inspection pipe 18" cover on top lJ sto e berm �� Downsto e berm 31 -12" cover on sides ..--``�� ''�-,` (6"loamy cap&6°topsoii) 1.83 �::k�.�r� �<�nci lift -`'�-- -�..., __ 1.17 Deptt� to Limitino Limitir�� Condition� ' "___�,---________.____ Absar tion Width 27.0 ______._�._._. _._.___.�_ .--. - ,-_ -- -_ Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequaily in both directions. For stopes >1�, Absorptlon �clth is measured downhitl from the upslope edge of the Bed. Rock Bed: 21 yd'or'1.4= 34 ton Mound Sand: 259 yd3 or`1.4= 363 ton Loamy Cap: 87 yd3 or*1.4= 122 ton • Topsoil: 99 yd3 or'1.4= 139 ton U of MN Onsite Sew��e Treatment Pr�gram SoiI Boring Lag -. Glient/Address: �G�. F�c,�C�/C�.t,r.�4 Legel Description/G�: Date: �tv� � �S��-t.� -- �'�,`� �!"s� � �2cc.�be.�1 � i��u Soil Parent Materiai(s): Outwssh Lacnstrine Alluvfum Loess Urganic Matter Bedrock (drede ali tbat a l ) Landscape Po�tlant Summit �Sho�der BaciclSid�Slope Foot Slape Toe Slope (circle one} Vegetatlone�ee� Soil Survey Map Unit(s): �o��>: l� ��S — Weather conditions/7ime of Day: �N,s •- �•%/��.�� 61ope Sba : S�iurated Soil Deptb(in) Texture Matrix Mottle Redox Indicator{s} I -�-----Structnre____.�._.._I Codo s Colo s) Klndts) see back Sha Grade Consistence t� f Granular Weak Loose 1 i � ,�� 2J COt)lxittiatlotts Platy Mp�� Fiiable v � �E'' i�Y�' � Depletions Biocky Strong F;rm ��'� Single Grem L0°� Exuemely Firm Massive Rigid �� -r" G�anutar �r� �� p��' Modaate Friablc ��j ' Z d � (�L j p��"� .-v�-�� 'ons elocky 5tron �u pr;�q� B Finm Gleycd 3inglcGram LOO� Extremtly Firm Massive RigM Granular Weak Loose ` nccntration �'�' Moderate Friabk �.6 � 2 D �/L (� I�' 'S�r ��e-- �� ¢ ns �m atic Str°"g Firm / � `� � ( Gl ed Singit Oro�n L0°� Extremely�rm Massive Rigid Cminulnr �1y� � ConcentratiQns P►ary Makratc Friabic � �( Dtplexion5 $�OC� Strong Firm ,� Prismatic �i�' � f� Gleyeci Single Grai� �^°� Extremely�rm Massive Rigid C3ronular weak Loose Concontrations p�' Madaeu Friablc Depletions $t0�' g p�� B �nn (3kyed 3ingle Gram t-0°�° Fxtremely F'�rm Massive R�gid C�cneular �rq� L� Concettttations p�h' Mociente Friebk De }eGons BrO�' p pr)smatic s� Finn Gleyed g;�� Loose Extremety Firm CUIIlIT1CDtS: Mnssivo Ri$id U af MN Onsite Se�age Treat�ent Program Soil Boring Log . Ltient/Address: �o-� �-� ( �,..�s a��^� Legal Descrlption/GP'�: Date• - �zG�s� �� S. -<-e�i- - o<�� 2 �,,,,st� 81�-rj,� Soil Parent Materiai(s): Outwash Lacastrine Aituvium Loess prganic Matter Bedrock (circle all#bat a 1 ) Landscape Pc�t#ions Summit de Back/Side Slope Foot Stope Toe Slope . (circIe oae} Vegetat7an: ��C� Soil Survey Map Uait(s�: ��c��: �'y,,a,s — /�a��fc�r.�-r� ��'j�`b Weather conditions/'Titne of Day: — - ��`� �- _ Slope Sha : Satursted Soil Depth(Ia) Texture MaMx Mottk Redox Indicator(s) I._._..e�.Structure-------------I Color s Colo s) Kind(s1 see back Sha Grade Consistence u w Loose Conccnirations l Friable Ikpletions $I°��`�' Sfi�� Firm b'I'�.a �.�"' ��' ��Z G�� Pnsmatrc �� Extremel F;rm Smgle Gram Y Massivo Rigid Grarwlar W LoosC Concenttations Pl$ry Friablc �Z J / � i v��, �f�� Dcplctions ��'.�'� Stro B Firm �(p V � Gleyal smg�c Grun LOO� Extrenxly F'um Massivc Rigkl r�Y� c3(areular Weak Loosc / � centrati �"h' Moderatc Friabk ��., 3� � y �J �a� �__"_ �;� �C� ��.• � f��j�.' �/� Giryed Si�Cuain LO°� Extremely Firm � Massive Rigid Cmmuier Weak L.o�sc C�cet�iratiot�s Plary M�� Friabic Depletions � Strong p�, Gleyed Single Grain L0°� Extremely�rm Massive Ki$id [iraautar Wcak Loose Coticentrations P�' Materate Friable Degletions �6t�` Strong �� Prxsa�atic Gkyed 3ingie Gram L0D9a ExU'emely Ftrm dtnssrve Rig;d Grnnular �ty� � CondetYtrations PI�' Moderate Friebk Deplations Prhmauc Str40� F'um (�Tltyed Singie Chain L0� Extreme}y Fitm Comiaents: M�� ;a U of MN Un�it� Sewage Treatment �rogram �oi� Boring Log : Cliend Address: �r� �,�� Q� Legel Descript�onlGP'S: Date: - �� ` �.� �?'Cz�f — �j,��.-. ��J �.5.+ .5,�(c r�e�- ,6 �ia�Li-A z'�lS<!o Soil Parent Material(s): Outwash Lscnstrine Alluvinm Loess Organic Matter Bedrock (drele aIl that ap i Landscape Po�ttfon: Summit S ul B$ck/Side Slope Foot 5lope Toe Slope (circie one) VegetaHan: �ec j Soil Survey Map iJmit(s}: SI°pe(�'o)c � �'�' � �f��"�J VVeather conditions/'I7ime o[Day: Slope Sha : Satm-aterl Soit Depth(in) Textw�e M$trix MotEle Reciox Indicator(s) i------..—.._.5tructure._._..._..,._._I Cdo s Colo s) Kind s) see baek Sha e Gr�de Consistence cw�ulaz weak Loose � Conccntrations p�°�' Moderate Friabk ,y,,. y Depletions B�O�' Strong F'um � —f Z � �a�� L Gleyed Su�i�ic Gram � Exttemely Fitsn Massiva Rigid f3ra,wler �,y� L� Concenttations p��' Makrate Friabk 12 , /( �� f �y� .3/ Depietions ��' Strong Firm [�� 1�!Z Gleyed �� I.00se Exu�emcly Firm Messive R1�� c)fenular Weak Loose i.oncenttations ��` Modcrate Friabk l fr� ' 7j 3 L(� ((�`�� G�,�''"1 Depletlons P�ris�i,n�acic Strrn'g F;rm � � ff'Cd ��'� Single Cira�n L'DQ� Extremely Frm Mauive Rigid tka"ntar Weak I.aase Conetntrations p�aty Moderatc Friable � _ � L i�•��,� Depletions rr;�manc S�g Firm � Gleyed Single Grain L0°� Exttemely�tm Ma�ive �$� thanutu Wcalc Loose �� / � Conctntratiot►s �' Modrrate Friablt � ( �' Depletions ep� ShoaB Frm �� Sf�gte(ham �050 Factremely F'um btessive Rigid c�,� w� � Coneetrtrations pj�' Moderete Friebk Depletions Btocky s� �� Glcyed ��,„ Loose Extremety Fum COIAIYICDtS: Massive ltigid PEF2COLATION TEST REPORT SHEETS DATE: 8-15-10 CONDUCTED BY: Chip's Septic Design Chip Hentges P-1 Depth: 12 in Texture: CL Average perc rate: 37.2 Time Interval Interval Interval otai Water Water Water Perc (min 8�sec) (minutes) (seconds) ime depth drop drop rate minute ra�fo Interval fraction decimal MPI tart 0:00:00 .......................... to 0:20:00 0:20:00 20 20.00 �� 0.63 31.7 tart 0:00:00 ........................ to 0:00:00 20 20.00 �� 0.5 40.0 tart 0:00:00 .......................... to 0:00:00 20 20.00 � 0.5 40.0 tart .......................... to .......................... ERR P-2 Depth: _ 12 in Texture: CL Average perc rate: 40.0 Time Interval Interval Interval otal Water Water Water Perc (min 8 sec) (minutes) (seconds) ime depth drop drop rate minuteratio Irrtenral fraction decimal MPI tart 0:00:00 ........................ .......................... to 0:00:00 20 20.00 0.5 40.0 tart 0:00:00 .......................... .......................... to 0:00:00 20 20.00 0.5 40.0 tart 0:00:00 .......................... .......................... sto 0:00:00 20 20.40 0.5 40.0 tart 0:00:00 .......................... .......................... to 0;00:00 ERR P-3 Depth: 12 in Texture: CL Average perc rate: 30.1 Time Interval Interval Interval otal Water Water Water Perc (min 8�sec) (minutes) (seconds) ime depth drop drop rate minute ratio Interval fraction decimal MPI ta�t 0:00:00 ....................... .......................... to 0:00:00 20 20.00 0.75 26.7 tart 0:00:00 ....................... .......................... to 0:00:00 20 20.00 0.63 31.7 tart 0:00:00 .......................... .......................... to 0:00:00 20 20.00 0.63 31.7 tart 0:00:00 to .........................� 0:00:00 .......................... ERR � �_qqTE� TIME V CITY OF ORONO CAL�ED IN �' INSPECTION NOTI E / SCHEDULED � _.�� PERMIT NO.�D��O��` � COMPLETED ADDRESS ��O �� S� OWNER TELEPHONE NO. ��Z O[3g-7�I9 CONTRACTOR �� >; DESCRIPTION �� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT Q ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a j o —/= no l 3v o / �Oc� C�AIw=,J-�ii}�1<' � � ��r.� c�� r 't-�e �"' 0 � w Q � C�� I� /lf Ca i /�f�/��£�i/P c� � 2 i 2 c. z w � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED C' ISSUE CERTIFICATE OF OCCUPANCY W � �CARRECT WORK,CALL FOR REINSPECTION TEMPORARY � �BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 Owner/Contractor on site: Inspector_ 'W '�l / S White Copyllnspector's File Canary CopylSite Notice DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED -�� PERMIT NO. ao!!— D D J 1 D COMPLETED ' —t � ADDRESS � � �_'� 1'�� '-�Q C' � OWNER TELEPHONE N0. CONTRACTOR ��ti� S �: DESCRIPTION �J�l.� � l 5 � �''�l� lV ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS ti Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W 0. � � O �' ��J 1 � J �'� . �� 0 � w � Q � z w � W � � GW ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLETE � ❑CORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-460� OwnedContractor on site: Inspector. 1 .t � �� ,� S White Copyllnspector's File Canary CopylSite Notice