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Home My WebLink Aboutseptic info including 1995 design .. �EC�6��D , �,i�� (� � LU�B 2/25/02 Water/�Vastewater-ISTS4.31 CI�'Y OF ORONO Complii�nce Inspecfiion horm for Existing �u� Minnesota Pollution ,,.,a,,,r Individua� Sewage Treatment Systenns Control Agency r.r- Comple�ion or t�rs form fuifills the nainimai requirements of Minn. Stat. § 115.55(2001)and Minnesota R. ch. 7080(1999). Please refer to locai ordinances for other requirements or inrormation, especially for compliance requiremen:s for bedroom additions. Generai: � C�,ate ofi Ins{�ection:`,� ' � "- �� Reasan for inspection: '`��F' Property O�Kner(s)---�'=;� ,-� r� �-�� -��,�� "�elephone (��.1� - "�� -c�;�l 2. Person requesting inspection � > r�� "f�lephone( ) Site Adciress .'� :� r `� �� .� City_ �>��f� Zip Cocie �r.S ��lr Fire Na/ Pa�rcel No. _ _ __ County , ��✓.�' _To�rnship L�gal Descr�A�tion ---- --- — � i Lncai Rc�ufatory Authority _ C � � �'� %i;��c.�c�� --� Date systern constructed :i '=�' — �a 'lo _ System in Shoreland Area��no System in Wellhead Protection Area: yes �� System serving a MDH licensed facility: ye�'��Local Permit# (ir any) �-x J Sysem�: built priar to April 1, 1596 and not located in Systerns lacated in Shoreland or Wellhead Protection Shoreland or Wellhead Protectior Area dr Se;ving a Food, Areas or Serviny a Food, Bevera 3e or Lodging Beverage or Lodqing E�=tablishmer�t rstabtishment, or systems Built after March 31, 1996 I� the svsrt:em an imminent thre�t to pubiic tiealth or Is the sy,stem an im.minent threat to �.,ublic health ,afe�v.?!a yes answe,� is an 1'TPHS sysre�~�; or safetv? (a yes ansiver is an ITPHS system) . - Discharg`cf sewage to the groun� su�acE% YES NO - Discharg2 ef se�vage to the ground surface7 YES .N�C� .'' - Diknarge of sewage to draincile or sui�face waters7 YES NO - Discharg�of setivage to draintile or surface waters?YES �� -Sewage backup into dwelling? YES NO -S2wage backup into dwelling? YES V� - Sftua?inn w th the potential to immediarely and - Sih.iaCon with the potential to immediately and adver�ly impact or threaten public rEzlth or acversely impact or tt�reaten public heairh or safety7 YES NO safety7 Y� � Is the�ystem failing? (a yes answe�is a fail�;�y system) Is the system fai(in�3? (a yes answe�rs a failrng syster,�� - Lzss Far TWO feet of vertica� separa:ior �etween - Les�than THREE feet of vertical separation between i �^ � � , ��/�Lcl'� ��:CCqRI ef1C��ciiUt�cit�Cl SOi� Uf� J('�' ��k.�' YE� NO � 5�/SC�E'ffl burt017': 811U Sc�'CLI�aLC'd SOII Of'JrC!�OCK:' ��t> L`+�' -A seepace pit, cesspool, dr,�wel', or leacn�rg pit? YES NO -A seeoage pit, cesspool, drywell, or leaching pit? YE�NS3` i Is the svstem non-compliant? Is the swstem non-c:ompliant? - .s the system regul,�ted under a monitoring plan or I - Is the system regulated under a monitoring plan or operating pE;rmit? (if r�o, go to page 2) YES NO operating permit? (rf no, go to page 2) YES �N� lf yes, If yes, - Has ihe reauired monitoring tak�n place`? YES NO - Has tne required monitorirg taken pl�3ce? YES� (lfnq the system is nor,-compiyin�J ,Ifno, the syste!n is non-complying) - Does 'he monitoring indicate ihat the system rneets - Does th2 monitoring indicate that the system meets perforn�iGnce expec:��tions? YES NQ performance expectations? Y�ES �1 (If no, ;he systam;s��on-corrplyr��g) jlf nc, the system is non-complying) Page 1 cf 2 wq-wwists4.31 �, � .. . Property Owner(s) V yl�i ( '� J 'S� � Fire No./ Parcel IVo. �- �'��E- �'��;��le_ _��s��s_. �^j��.�.�. .. _�� _ . �.s.�'�. �.�e.�. .....- ...��'.....�-��( �,� s � F Svstem Components (Please desaibe the/system coinpor�ents and attach site sketch sho ing syste��location). - / � C'� •-��-c C�S ��r��C �L'u9_�fiA-c,. .b t� � n ' � �� 1 _ ,,,q� � ,� ld /� `�i%J�2/wJ� � ' /�-G.•�!'7'/� t� S `�F' �Cl I _��7 • /� � ��.. �'v�u,��--L� - . � : What metho s we used to make he d terminations for the m liance ins i n? (Note:No stand��d protocol exists. �he rolloo-ving llst is not rxhaustive, or in sequenCial c�oer nor indicates which combinations may necessary to mak�a determrnation) Watertight tank(s) Hydraulic Functioning Vertical Separation Distance 6� Prob2d tank bottom ;� Search�d for surface outiet � Conducted soil borings , � Ubserved low liquid level ❑ Perforr�ed hydraulic test Depth to limiting layer__�___ � Examined const. records � Searci��d for seeping in yard Depth to systeri bottom ;�( �camined empry(pumped) tank U �hecked for back-up in home (� Examined records ❑ Probed outside t�nk for"biac!:soi�" U Excess v�pondinq in soi! system/D-boxes ❑ LGU Umiting La�'er Verification O f�res�ure/vacuum checK �h( Homeowrer testimony ❑ Other � ❑ 0[her_ � Examined fo�surying in tank ❑ "Black soil"above soil system ❑ OChe!' Status of the svstem Based on the compliance criteria, the system status is: (check one) ❑ failing (to protect groundwater) ❑ an IfTi^IIIIC'(tt threat ta ,;ublic health or satety (I�TPE-iS), � non-compliant (monitoring issue) �compliant (:�one of the 3 urevi�us co iditions). Therefore, this document is a:� Certifcate of Comp!iance ❑ Nocice of Noncompliance is this system an EPA Class V Injection Wel!? C) ves I�I ��c, Certification I hereby ceRity as a state or Minnesota licensed ?ns;�ctor and/or Designer i or Qualified Employee Inspector and/�r Qualified Employee Desiyner? that I conducted an investigaticr thah accuracely deCermined the compiiance status of this system and that my recorded observa:ions are accurate as of t��is date. No deterr7�ina�ion of future hydraulic perfiormance has been nor can be made due to unknown conditions dur ng systern const:ruction, abuse of the system, inadequate main'tenance, or future water u�age. Inspector's name(pnnt)_��i ��d�-f`�t�ib`N� Phone_�� '�7� '-��7—. Licer.se and/or Registration Number ___�� Address__ f —,.,r---�—�> Ernpluyed 'Uy ; l��`� �N [` Address /i1 3� �C�u� �'3 ��.�t.o_�-�J�i�i � 'c�. �1 r�,'r " — _"'_`� Date 4�_ ��— O�' �iynuCU.�C __;L:� � r � r_/-�•d.eL_l..e�..-=' _, UQ rade Requirements Ide��From P1innesota Stdtu[es�115.55) An iTPNS m,ist be upg�ade� replacecJ, c;�its use discontinued wifhin ten months of�eceipt of thrs notice or within a shorter perrod rf �e�uire0 bv 1oca1 n�dinance. If the system fails co provide suirlcient groundwater protection, then the system mu_Y be upgraded, repia�ev, vr;ts use discontinued wichi�tne ti;��e requi�ed by ru/e o�the/oca/ordrnance. If an eristmg system is n,�t fai/ing as defined in la:v, a��d has at leasr nvv�eet or desi_qn soil sepa�ation, then the system need not be upgraded,. �epaired, replacea. o�its use uis�o;rc,�nuc�, nonvithstanding any locai ordrnance th,at is more strict. This dves not apply to svstems in shorelano areas, wel/head protctzion areas; vr those used rr�cvnn�=c;on wich�ood, beveraye, and lodging establrshments as defrned rn law. Suqqested Attachmenfis 1) S�ce s�:etch cauld also include: vvell, �,vel�setback te system; dwelling or other buildinys, tank(s),reserved soil t�eatment area, sur�ace water and soil boring locati�ns. Include as-built drawing iF availap)e. ?) Soii boring logs, showiny each horizon. Indicate the iex�ure, color, reaoximorphic features depth to bedrack, standing water and wne[hNr the macerial is fill. 3) A li�,t of�ny and al! reyuirement�o`the locai orcinance that are different fror.� r;�e sWte r�quirements referred to on tnis form. �) A hom�4vner sunrey of system perforrnance, siyned by the homeowner as being tactual. 5,� Monitc�ing data as appropriate. Page 2 of Z r E-6? Figure B-46: Sail Bo�ing Log CliLI1�:�.cL�-F'-- ----:sr----- �l„ -�------------- Address: 32�-.� a . � �d � o �l�'� Le�al D scription:_ . Da're: � �- v � Loc�tion: --- Sc�il T'YP��--��._ �— ��-u��— _� Distuwbed/ Compact�d ti�ts �� # of Bedraoms. Ty�.�t� Uf obSE'Y'Vat1d1Z: . •ube Pit liorulg Garba e lJisposal: yes no Type:�n rt��v Ve�etation: w�t � u�l�ul��v�, Flow: ``�`—�� Parert 1Vlaterial: '_ill� Outav�lsh Luess Bedrock Alluvium L��Z��c� pe Positivn: 51ope: -� ° DTz�ll=c"1 �': C;o��d P-robleins Sulutiuns F1c�oG_p�ain: v« ,��i if yes, Elevati�ul: _ _ Colur De�th `]:��ture Structure Consistince Pt�erence i oint: (inc�i�:�s) (��-1acrix-n�latti.s> �.lE'�-��tion of- Borin�); _--- - ��/_ �o j/,d- Singl�Grain Loose Weak/Platy PriaUle I��b��>�t�l of Water: �-- �-l�. l � ] na�.re � � �j-�¢�.p � / Strung Rigid �c,��t�� to Bedrock: r�--- "i°s�`"` �-- 1-�� ^tsl of S��t. �oiL• <. p , st�, �e��,«, �„�5,� � x ' n ��j_� � .5�/V / Weak,1 lat �� i�-3 Y ��:,�.� - � ��"` A -s Moc .iri L�,'�_�i`�: �_)e��t}1 f.Jf �y'St�ITl:�x��_ �n� t:o�,�; R��:,�d , Ni�,�,�� O!1 �i111�L� ��CtOr: —��—--- — s«,�;i��:;��,«, �� ,►-� ^ Q �S Weak/Platy Loose i �'fi'C��l�lt� �'��ite: 5��"�� r,�<<,�i� �-------. Modi:ivre FiiT. Lo� s��,� �,:lllt'�1I' L.O�IC�lrl� IZ�1�:E':;------ n,�,y:,�4•�� VVc-11 T 7�: ---------- — -- s��,�,�•�,�:,<<, �.�>�s� y�� ------------------- 3�-'� ' S/� w��lk/r�i�,��- rr;�,t,t� �V{��.'1� ,�uLcltll�ll. --------�-- �`Z.2�'/ S' � Muderate Firn� �7 {- Stron}; IZi�i�� ,�C��. __.� __'__ ._-" __- IVI:Iti51VF' C�Z;�i�'�� De��'tl�:�_- ---- s;�,�;l�c,:,>>, i.�,��;,: ` W�::�l:i Pi1ty -- � � Priabie �l U ��t l��p. mat�ri�.L° ,t�� «�; � i N��.,t� ,=,��, st��,�, i.;�«t Massi��e 1�c�ktc;ri� El��vatit�rt: -- --- C��i�.�tt.ction ls.��es--------- .�d��iti,_�nal No�es: ------- — -- IJr.�liminarv Desi�n �lre:tch � �Bed A1:i;r�rlde 1�lound_� Holding T�nk �irilvit,� Dist._� Pres;��r�e Uisi. °�_ `��Znd: Serial .__. I'i'es�w•e___--___ Lin.�r___Clay: Li.ne�:�____ rnoltling 1�ut �io not have zones of soil saturation. However, these ar�� : sm�ll mi�l�rity of cases, and the Soil Survey will identify th��7e soils. The t�se of mo�ttlirig to ii�dicat�� saturation is us�d in � th�� tlajorit}� c�t cases. „ �:_� ... � � � �. j�j�'� ��`e��t �' � . . : �;�� CITY of OIZONO► . ,� . ��; �, �; Municipal Offices �,'�'',� }, ' ^ Gti,-:; Street Address: Mailing Address: �9,kEsxp'4��'. 2750 Kelley Parkway P.O, Box 66 � Orono, MN 55356 Crystal Bay, MN 55323•0066 To: The Current Owner of Address �,�v� � �1 `�"�” � City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes �No If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identified as Non-Compliant Yes _� No If yes, system must be brought into compliance by: December 31,2007 December 31, 2010 Other Septic Tank ump out Needed Yes No The City recomrnends the septic tank(s) and/or lift tanl:be serviced and pumped out every three�ears. City records indicate the tank(s) were last pumped out on �� .i,�, L . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Conunents: �. Inspec o•• � Date of Inspection � �� " '�elephone (95?)2�9-4600 � �'a� (9�+2)2�9-46�� w-wsr�.�i.osoeso.rti�a.us _--------__-___—-.._.__ � O� O O ��- CITY of URONO , �.� .z _ � � \`r�'+� � �>.��' �Rr Municipal Otfices '� �� ;;� ,�,� s�t �a�as: qsa-�49-ybo o M�11ing Addreu: ��gg0�' 2150 Kelley Parkway P.O. Bmc 56 Orono, MN 55356 Crystsl �, 1►�I 55323-0066 To Current Owner: Address: 3a`�� `�'�'L �yc. f�/� City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has b�n inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY 1-3 : � .,_ _ . _._. - - "CODE SYSTEM"�.An LSTS which meets all the location,design and construction standards of the cuirent Orono Municipal Code. 2 "COMPLIANl SYSTEM" An LSTS wluch doa not a�eet all the location,design and construcxion standards of the c�t Orono Municipel Code but does mee�We d�ree foot separation requir�ent�two�oot roquirement for systems installed 1996 or eazlier,and which is not Failing or an i�in�t threat to public heatth or safrxy. 3 "NON-COMPLIANT SYSTEM" A prohilritea iS�s;an IS�rs tocacea within a aesignatea 1 oo-year 800d plsin,any ISTs which may or may not meet all the locarion,design,or construction stan�rds of We curreat Urono Municipnl Code and wlrich is failing for any reason;and any LST'S with less thaa three feet of imsaduated so�1 or sand between die dish3'bution device and tbe limiting soil chac�actaistics. TANK CONDITION(5-'n: � Tank inspection indicates: �Pumpout not needed at�is time. Septac#aaks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was iast pwmped, ). Make sere septir#anks Are�►u�aed t6ran��aahole and�ot throug6 witite insoectioe niues. This sllows for the orouer cleaHing. Keeu water aoft�er and iron t'ilter discl�ar�e oat of seutic svstem to nralon¢iife:of drainfield. Ask uumoer to test alarm float to reril'v alarm is still workine in vour�ouse. T4e alarm warns owner ffiat sentage is about to backua into basement 7 Inspec.�ion risers missing tar�ks could not be inspeC#ed. �nspection risers(4"dia.pipe)must be instailed in each tank. If tanks have notbeen pumped out w�thin the last�uee years,they should be pumped out now. DRAINFIELD CONDTiTON 8-10 : � � 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is satiu�ated and visibly discharging untreated effluent to the s�arface. Contact the City Inspector immediately.Repairs must be completed within 90 days. co�NTs: r-�u��J 1 v 6�,� o�. Pv,..�- s�p�-��. srg�k� ��.e 2.�f c•--�-� '3 �c�cS _ � p '\�(-0� Q��w� �� Date of Inspecdon Matt Bolt�rman- Septic System Inspector Nou: In We event that this inspection report is used to satisfy We requirements for a mortgage or otha transfa of�operty,be advised that ti�is report does not guarantae or catify that� exiat�g system wl( continue W funcrion properly, but is meaely an opinion of the adeqnacy of the system vud�current conditions baged�the ava�7abk�formation. � ��. .: ..�, o . ��s-� . CITY of �R011T0 � ,� � r? � �� 4i�j�':�:� G'ti biunicipal offices i.'I � ��'�%�:�.#;,,�.g'� ' Street Address: Mallin�Address: �H� 2150 Kelley Parkway P.O. Bax 66 Orono� MN 55356- . Crystai Bay. MY 55323•0066 � 95d-�yq-y600 To Current Owner: Address: 3a2 s S�c�'� .�� /. City Ordinance I99 requires that each existin�on-site sewage treatment system in Orono be inspected every two years. 17ie on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. STEM CONFORMITY (1-31: � 1 "CODE SYSTEM"An IS'CS which mats all the location,daign and construction standards of the current Orono Municipat Code. 2 "CO1�iPLIANT SYSTEM" An ISTS which does not meet all the location�design and construcdon standards of the cuaent Orono blunicipal Code but does meet the three foot separation nquirement or two foot requirement for rysums ir�ttalled 1996 or earlier.and whIch is not failina or �'an tmminent threat to public health or safery. 3 'T10N-COMPLIAN'T SYSTEbi" A prohibited ISTS;an ISTS located within a daignased 100 year flood plain,any ISTS which may or may not meet alt the location,duign,or eonstruction standards of tJ1e currcnt Orono bivaicipal Code and which is fai'ling for aay teason;and any ISTS with leu than t}uee feet of unsaturated soil or sand benveen the distribution devica and the timiting soil charactecistics. ,. . TANK CONDITION(5:7�: � � Taak inspection indicates: � . . 5 Pumpout not needed at this time. � 6� Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 yeazs. Tank was last pumped �^k^d y--� �, � �Iake sure seatic tanks are pumoed throuah manhole and not through white insuection uipes Z'his allo�;s for the nroper cleaning. 7 Inspection risers missina-tanks could not be inspected. Inspection risen(4"dia.pipe)must be installed in each tank. iNFIELD CONDITION -tp ; � 8 Drainfield�s dry,no surfacing evident. =_- ��: 9 Some evidence ef surfacin„not critical yet. { ' 10 Dninfeid is satunted and visibly dischugina untrtated ef�luent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. C01�1�i SENTS: /�o v�� a�•C� S e�}.Z }�.r�k5 � d0�< �� r�A Se�1}�.'L. _ ��.\c) a�e�tf- �l��=^� - 10 '�1-41, �� Date of Inspection biatt Holterman- Sepdc System Inspector Note:in the event that this inspection report is used W sstisfy the rcquicemencs far a mortgage or other tratufu ofproperry.be advised that this teFort does not gu��:e: or certity�tiu an existiag system will continue to function properly�but is mereiy an opinion ofthe adequary o[the system under eurrent conditions based on the avaiiabie information. CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�E TREATMENT v�,, � INSPECTION REPORT '�' G~ �9kESH.O�'� Owner: //e/� !7'PU�2� Address: 3225 �fx�h /�Vr � ( J�J�.�S6 � T Permit #�'s: �9Z3 Dates: S—'�^!6 Contractors: �i�97�'!?d�L �iQDS. City ordinance number 100 requires that each on-site sewage treatment .system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is,� an existing system [ ] neu construction) SYSTEM CONFORMITY (1-3): � 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING STSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating setistactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or mey not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic �has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identi i , this classification may be subject to revision.) TANK CONDITIOM (5-10): Tank inspection indicates: Punpout not needed at this time. Solids accumulation in tanks indicates they should be punped out this year to help prevent future problems. Solids accumulation in tanks is at a critical levet. tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pu�pout. If tanks have not been pumped out within the last three years, they should be punped OUL f10M. 10 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been punped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): �� field inspection indicates: 1 Drainfield is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be campleted within 90 days, 14 Drainfield extent and condition unknown. L1MITING SITE FACTORS (slope,setbecks.etc.): ^ POTENTIAL FOR SYSTEM FAILURE (deoends on soils.water table,etc.): /�� ( COMMENTS: S IA fM. ��$ 1 � � Date o Insp ction eptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be edvised that this report does not guarantee or certtfy that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available informet�on. This report must be kept on the pre�nises uith the system location and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner % Q�,,, � O O CITY of ORONO ,� ��; :,,. �, v�, ' !�r MunicipalOffices \'� , �G~ '; ; Street Address: Mailing Address: `�`9�C'EggO�' .-" 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 � p/ � � Owner: C�[.� Address:3225 Sixth Ave. N. Permit #'s:7923 Dates:5/8/96 Contractors:Patnode Bros. (This is � an existing system [ ] new construction) YSTEM COMPLIANCE 1-3 : 1 1 Code Svstem: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant Svstem: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. 3 Non-Compliant Svstem: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (The saturated soil level j(�j has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision.) K CONDITION 5-9 : 5 �5 Pumpout not needed at this time Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. 8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out within three years, they should be pumped out and risers installed now. 9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks have not been pumped out within three years, they should be pumped out now. (During the last septic tank Maintenance Pumpout the tanks [ ] were or f ] were not confirmed to be watertight by the licensed pumping contractor. If the tanks were not confirmed to be watertight, this classification is subject to revision.) INFIELD CONDITION 11-14 : 11 1 Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system acTe and condition, soils, etc. ) : low COMMENTS: �` � 57—� � ��.dJf.�— Date of Inspection Sept System nspector Note: In the event that this inspection report is used to satisfy the requirements for a transfer of property, this report does not guarantee that an existing system will continue to function properly, but indicates the operation of the system under current conditions. Telephone (612) 4'73-7357 • FAX 473-0510 CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 a � ON—SITE SEWA(�E TREATMENT INSPECTION REPORT ti ti ��9k o��G ESH Owner:_�j��/ Address• ��f�%h ITi/�✓ V1 Permit ,�'s: �Y12� Dates: � Contractors: 1/Y)�/�.�A� City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): � 1 "CODE SYSTEM'�-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage infwt without discherging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM��-A system uhich does not meet all the lxation, design, and construction stendards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactority by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or mey not meet all the location, design, and construction standards of the current City Codes and which is failing tor any reason; and a ' aturated soil between the distribution device and the limiting soi c araeteristics. ��,.,p�,,. _,,,,, � ia31-� )) .�.t..�/►i�c �/ � (The limitin� soil characteristic p�has or [ ] has not been identified at this time. If t limiting so�l r� characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Punpout not needed at this time. 6 Solids accunulation in tanks indicates they should be punped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be Fxmped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4° dia. pipe) must be installed �n each tank at next p�mpout. lf tanks have not been pumped out within the last three years, they should be punped out now. Inspection pipe is located directly over tank beffle (does not give accurate measurement of solids accunulation). If tanks have not been punped out within the last three years, they should be punped out now. DRAINPIELD CONDITION (11-14): Dry�nfield inspection indicates: r,�� ,a.4-��'�,` Q�� -��.� �np�-�n��,�""'I"' (1V Drainfield is dry, no surfacing evident. �/'1 12 Same evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE fACTORS Cslooe,setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table,etc.): ' � COMMENTS � �q/ a a�� 4 � .� ' �'�� Date o Inspection e ic System Inspector ��'r�� 1�.�8r7''�. Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other trans er of property, be advised that this report does not guarantee or certify that an existing system will continue to f�cti� properly� but is merely an opim on of the adequacy of the system under current conditions based on the available informatton. This report must be kept on the pre�nises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(iE TREATN�NT � � INSPECTION REPORT ti ��9kESH�4�G Owner: , Address: � �50�� .S1'kTh �i�� Permit #'s:�'YIQ, Dates: '�' Contractors: /�1�ZI'�et�M City ordinance numl�er 100 requires that each on-site sewage treatment .system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is ,�, an existing system [ ] neW construction> SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input � without discharging any pollutants into ground or surface waters. "CONFORMING SYSTEM"-A system uh�ch does not meet alil the location, design, and construction standards of the current City Codes, but was installed according tn the code in effect at the time of instaltation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface uaters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a syst:em located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failin for any reason; .and an ' of between the distribut' oi c aracteristics. (The limiting soil characteristic� has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): � Tank inspection indicates: 5 Ptmpout not needed at this time. 6 Solids accumulation in tanks indicates they should be rxmped out this year to help prevent future Problems. T Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. tf tanks have not been punped out within the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been punped out within the last three years, they should be pumped out now. DRAINfIELD CONDITION (11-14): Drainfield inspection indicates: 71 Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. �Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �� ._ COMMENTS: � '� Date of Inspection e ic Sys em Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available informatton. This report must be kept on the premises with the system locetion and pwnping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �-/�I�T� �� nI� ADDRESS _.'�c+�a•� .S.S,G1'7/� J"►�'GrJ�i PERMIT NO.'S. ��Q DATES ' CONTRACTORS ` City Ordinance No.210 requires that each onaite sewage treatment system in Orono be inspected on a reguiar basis.The onsite sewage treatment system at the above add►ess has been inspected and appears to faii into the category checked below. (This is � an existing system ❑ new construction) � � Meets or exceeda current City standards in all respects relating to design,construction,and location.Appears to be operating properly. .[� 2 Does not meet all current City standerds for new co�struction (1978 Code1 but in most respects appears to be designed, �'a� located, and constructed generally in accordance with previous codes.System appea�s to be functio�ing properly;no major � upgrading of the system is required at this time. � 3 Does not meet current City standerds in many respects relating to design,construction,or location.Appears to be operating adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at this time. � 4 System may or may not meet current City standards for design,construction ot location,but is failing to properly treat and dispose of the current input,and is enda�gering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is othervvise creating a public nuisance.Please contact the City Inspector to discuss system repair/ repl�ement procedures. If drainfield replacement is necessary,soil testing will usualty be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: �—�Inspection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump� have not been�um�^��*w�*��^*��'�••��•• � •��• ed out thia year to help prevent future problema. should be um ed out now. ❑ Solids accumulation in tanks ia at a critical level. Tanks Drainfie inspection indicates: should be pumped out as soon as possible. O Drainfield is dry,�o surfacing evident. ❑ System is discharging to surface. Tanks must be pumped � Some evidence of surfacing,not critical yet. within 48 hou�s to eliminate surface discharge, ❑ Dreinfield is saturated and visibly discharging untreated ❑ Inspection risera missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risera (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. '�Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) � Adequate ❑ High water table ❑ Low �Fair ❑ Lot size �Medium Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Draina� ❑System is causing visible su f ce ischarge. COMMENTS: 0 ' �S Ye � '_' `_� Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will co�tinue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner S'P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 . � � 951 Katydid Lane NE � St. Michael, MN 55376 • (612) 497-3566 � �� j,l�P`� � May 1, 1995 Neil Heupel 3225 Co .Rd. 6 Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, four bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are a clay loam. A seasonally high water table waslocated at 38" to 60" , (mottled soil ) . The bottom of the system must be located at least 3 ' above the seasonally high water table. Due to the seasonally high water table, a Pressurized Mound System will need to be installed . The bottom of the rock bed must be located at least 3 ' above the seasonally high water table . The soils at a depth of 12" have a percolation rate averaging 5 . 3 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area . The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod , be sure not to over work . The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device , this is in case of a pump failure. �� All neighboring wells are located greater than � ' away from the proposed treatment area. � Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. CONT ' D Y ' 7 3225 Co.Rd. 6 Orono (2) With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc. ) human waste & toilet tissue should be disposed into the septic tanks . Garbage disposals are not recommended. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks. c S even B. Schirmers SBS/ds , 7/U } TU PRU PERTY CC ��Q L�\.`.__!1'�G1�c�{ �QV��N1�'� .o�� _ -��Y�- Y¢o Pe s� _-��w��T A°R�� t�r0`��`8" 14�'C'�- u1�s-s'��fto�.l. s$ ,� x Ss mo�CSV� mp-j�VD <3�° �c 3L �S �� SW 4� , � . �. �StS �.,�� in o�� G1,..Ass��...1 2 N L . � � _{-1�4�0✓�b- � �C�Sr'f W V i /�� S`�bS�rM �� .S°70-1' `,, S�oVE Sa4.fA��b � XSR '� �/ n�o-s��Eo �.3�.v s�o'` To Pr?uPEKTY CoRN[:: ' TBM. CON�3�-I�ARAL.L-' F�_ r?erco!at;on TEsts , SLaA Nr SI�L- S�RVi�G X$�il Borings DooR _ �BenCr Mork � EL-/DD•o0 Note� This syste'n is - �'-- � the Minnesc�o F Chapter 70 Note : Check all underground utilities ' �s�- `� �-1'.t s 5 fc�C SS �OLK- 1.`,E-p � , � � Q. J � � -93 - �� Vl'��n/ � SET- BACKS HOUSE ; System must be � I Tank �o� from property lines �L1 �-- "�AS�Mf�,-�'f_� �� from wel!sC*1�� t�o�a�. �vQ-� i �Q from b:dgs.So oa- u�a-«�-� , ��• Treatment orea = frorn lakes , �streams �- nn , i Treatment area � from property lines � M/�r�No�Gs ��n ��" Z from we!;s � ;i (3ALCt-�« �o �from bidgs. � �� _, 1� from trees � il I i . � Q I � � ' � I (��Ll�-O�� ---�min. � i � I ' � � ,�dia s�pp�Y P�Pe � Tank � ! 7ank I� '�� !� Drop to Tank_ i ; � li �i PR! iI 'I Min. I��io 8� u �PumP'�9 Mox.l��to4� � ��P '��`�-� SN+a�--t--�� Chamber 4�►0 6��dia. pipe -�k-'�x��t��v �f�N�Fs MA�( 53� �s� �ro,� �PQ�O�/►�� B`� �1-C`�! 1Ns4�G-fDg -r�ilST _ - SYSTEM DESIGN —MOUND � '��'� ��u�� TYPE—�, � BEDROOM , Averoge percolation rate �.�min./inch (design.83sq.ft treotment area pergal. of �Q gal./day x.83sq.ft./gai..�.� sq.ft, of treatment orea +10% _��sq.fi. (.= IOft.width=��.ft.length of be Clean rock needed— �.�sq.ft.treatment areo x �•��depth of rock�_cu.ft=27=aL.cu.yds.(3/4�to 2!/��c �=��5� Clean sand fill below rock needed .1�12cu.yds. approx. , sandy loam back fiil��cuyds.approx., topsoii 6�� W qs t-t�o �g Number of tanks required � , I st tank l��gol. , 2nd tank/s2�gai.min�nwns pLu s P�m P�i�u L- �� " Pumping chamber capacity- 25% of daily sewage flow of�12 gal._�gal.+reserve storage of 15 0��7./B � of_Lgol./IOOlin.ft.of � ��dio. supply pipe, Iin.ft.neededLa,�_, �_gol+ monifoid�.gal./IOOlinftof�� - total copacity needed�2�gal.(plus area forpump) uSE rn„n. �oDO gq�.cap, �5� ! �.��% �1�,I Distribution i e � 1� ��_�dio. perforotions�L�.��apart p'p ]3�dia. , lin.ft., Pump size ,�hp. (pumpable capacity 12�gal. 4 cycles/day) �,!s�� .�� H�Po Gss o� Note � When construciing bed .- , this oreo shoub be shaped Note� Distonce fro� to divert run-o`f from entering treotment orea. V�'�'� �� MOUND DESIGN WORKSHEET , . (For Flows up to 1200 gpd) A. �..�W Estimued Sewage Floa in Gailons per DaY(gpd) Estimated Lo� gpd x�� • of Type I 'type 1[ '[Ype Ili Type IV or measured - x 1.5 = �- gpd. ��,,,, z 300 225 160 � B. SEPTIC TANK LIQUID VOLUMES a 6 o i°s° zsb '� s �so aso z9a `�"" �-�� gc'1llOI1S 6 900 S1S 332 � � 1050 600 370 ��. $ 1200 675 408 C. SOILS (refer to site evaluation) ,, ,i !�� ,�m of �� G��"° 1. Depth to restricting layer = 3� - bo inches B�,� �, � 2. Depth of percolation tests = 1 a " inches `A"°"' `'"�`' 3. Percolation rate 5.� m i 2«,� no ,.,u P 3aa t.000 �.soo 4. Land slope (o % ;a 8 z� 3:� ova 9 See fig.C-6 (x 1.5) D. ROCK LAYER DIl�IVSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = a, l00 O gpd x 0.83 sq. ft./gpd = �}q�C sq. ft.-► �o°�c=5y'� 2. Select width of rock layer (10 feet or less) = /D ft. 3. Length of rock layer = area-�-width = Rock Bed Sti7 sq. ft.-�- �ft. = SS ft. ti.,.ti.ti.�.ti.ti.�.�... �•ti.,...,.,.. � � !•f•1•�.1�I. r•l r•f�f•f.r.r.f. . �•�.ti.ti.�.�.�t�.S.ti.ti.�•1.�•t.�K I•I•!.I•1•t•t•I•t f•t•1•f•t.f.I• . ti•ti•�.ti.�.ti.�.ti.ti.L.ti.�.ti.ti.ti.ti.ti idth <_10 ft. 1•t•t•J•I•�•tM�l t•r•/•1•t•t•�• �•tiN�ti•�•ti•�•ti•�.ti.�.ti.ti.ti•�.�•ti - . . .�•l.��f•1N.t•1N•I�t.f•f�t.ry E. ROCK VOLUME �- �n8� -'� 1. Multiply rock area by rock depth to get cubic feet of rock; 5'-�2 sq. ft. x 1.os f t. = S�� cu. f t. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �cu. ft. i 27= a �_cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. = a q tons. F. ADSORPTION WIDTH �`-'� �o n «,w,ae�s� tib� 1. Percolation rate in to 12 inches of soil is m i ��. A.md P p n��ti�,R�� .., ..�� Mirmusperincn SoilTexture yQ,y„� ,,,,�,b (mpil t.a ,b�v9ea. .ndd� 2. Select allowable soil loading rate from table; Faster than 0.1 oarse sana 1.2o i.00 �.� gpd/ffi 0.1 to� Sand 1.20 1.00 0.1 to� Fine Sand" 0.60 2.00 6 to 15 ndy Loam 0.79 1 S2 3. Calculate adso tion width ratio b dividin rock la er 16 to�o-__ t:.o�► o.-so� 2.00 rP Y g Y �o as s�ic t.oa�► oso z.ao loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �-to_bo _ ctay[.our,.__ .4 2.6� 61 t0120 Clay .24 5.00 1.20 gpd/ft�� .y � gpd/ft�_ �,� 7 Slower than 120 Cla - - ••sdl tv.ti,g�09G ar mar oE ty,e or vay fine sana 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; �,L'� x�ft= a�,'Z ft � � A crs+-� � -�o w� . (. ],� o ' ,L 0 = J. 0 �c 1� = p G. DOWNSLOPE DII�WIDTH 1. If landslope is 39'0 or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe ��ft-�b ft =�feet A�-��1�.. ao - )o� _ la� 2. Calculate Minimum mound size based on geometery: a. Deternune depth of clean sand fill at upslope edge of rock layer: Separation l, v feet b. Multiply rock layer width by landslope � reoe co�.� to deternune drop in elevadon; r rooe Ro eo Slope Difference S�peraUoa fe�t �X�_%1 1�0 = . �o feet Siop• Dlfterenee aS� et uvs�ove w+acn c. Add depth of clean sand for separation (2a) -�Z teet Rock Be0 W►Ot� at upslope edge,depth of rock layer(1 foot) to depth of ��eet DownstoDe wtOtn cover(1 foot) to find the mound height at the upslope edge �1e°` of rock layer; l,o ft+ lft+ lft= �,O feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.�� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3, � x .3 a7 =�Q_ feet f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3.0 ft+�_ft= 3-4�feet g. Enter table with landslope and downslope diice ratio. Select dike multiplier of S.a (, h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3�_x .�s. _�_feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; ,� s' )`� feeE � UDSI D�MICt11 �- j. Total mound width is the sum of �-�••t { ....,.... . ..:... .. :.._.. ... .. u slo dike (G.2e)width lus rock ` �' '"��'' R �k . w,a�� P Pe P €:�>::<::::;:<::;;::::<;�:: ap�t..� ;:<: :: ::>;:<:::::: layer width (D.2)plus o � �o:��o•w+a�� o��:�� downslope dike width(G.2i); o- i�`••` o � _ �o ft +�ft +�� ft = 3�i feet � � E _ k. Total mound len th is the sum of � Dowe5loD�M��Otn g ; �_reet upslope dike width (G.2e) plus rock layer �: length(D.3)plus upslope dike width (G.2e); - �ft+ SJ� ft +�ft = �S feet ; l�l + SS -�- /ai = °13 ro e3�.�4�� - own ope ps ope 3:1 l•1 S:1 &] i:l 3:1 0:1 5:1 63 7:1 8:1 1L abpe 0 3.0 l0 i.0 u.0 7.0 3.0 4.0 �.0 60 7.0 8.0 I 3.09 117 526 638 7.i3 �91 3.$i 6.i6 S.bb 6.54 7.�] 2 3.19 l35 556 6.82 8.13 2.ffi 3.70 656 536 61• 6.90 3 330 451 ib8 732 6.&b 2ia 3S7 43i S.OB 5.79 6.15 6 3.l1 U6 6.� 7.89 9.%2 268 3Ai 1.17 �.b0 5.16 6.06 j ;53 i.00 667 857 IO.TJ Z61 4.00 d.62 5.19 571 6 366 5?b _7.1� 938 1207 2.ii 3.85 Ltl d.93 S.q 7 390 a�6 7.H➢ 103d'"____1373' ' -�Z 3.12 3.70 a13 a:ro 5.13 8 3.95 5.88 833 1154 15.91 242 3.n'l 3S7 1.n5 6.49 �B8 9 {.11 6.25 9.09 13.W 78.92 2..io 29/ 3.15 3.90 630 {.65 10 f29 667 10.0 15.00 Z3.i3 237 286 333 3.75 4.12 4A4 11 t.�8 7.1� 11.11 17b5 30A3 ub 278 3.23 3.61 3.95 426 �� tb9 7.69 1250 ?lA3 d3.i5 ?21 2iJ 3.12 3.49 3.80 4.08 � � F-17 PL�SELEC?TO?`T PROCEDURE ENp PERFORA770N OF A PERfOAGTED L+TE'ntL A. Determine pump capacity: ��-v»� Gravity Distribution .a,.�,� ]. Minimum suggested is 600 gallons per hour(70 gpm)to stay ahead of _ � - le�.r a G.e«nw FaaK(a�ei- water use rate. �"�'S'�°""` '�:'a'.::.,�:,;'°'`""'° 2. Maximum suggested for delivery to a drop box of a home system is 2,700 ,, , �M•��_�^�^�� .,»� ,.... � gallons per how(45 gpm)to pre�ent build-up of pressure in drop box. ",.�,,„ .'_w 1.,., ,2•„<<a. e FM�a ol Raca lq.r � P.r*waMn lxe»e at Pressure Distibuhon ��^�� """"`•'"°' 3.a. Select number of perforated laterals� b. Select perforation spacing=�_feet L��500 ��r 5ci10 B��VMaeO�•a lo�er c. Subtrast 2 h.from the rock layer length. S S _2 ft.- S� feet ��re�u d. Deternvne the number of spaces between perforations. Length perf.spacing=�ft.+�ft._�spaces Reyuired per{onoon Diuh e e. �spaces+1 =_L�{_perEorations/lateral �8��P��1Ute�SPr� f. Muldply perforations per lateral by numbe�of laterals to �d8e �Zm�p,, ` ma� get total number of perforations. „�� x �„ ,�_�perforations. �f�� g ,� X�„P,,,-�gP� l.�d �.56 �.74 SELECTED PUMP CAPACTTY�gpm 2.�b �.g� 1.04 B.Determine head requirements: a. Use for single family homes l. Elevation difference between pump and point of discharge. b.Use for all other applications �_feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. �_feet 3. Friction]oss a. Enter friction loss table with gpm and pipe diameter. RP�L�g� Read friction loss in feet per 100 feet from table. � ' Poine of D'uchugc F.L._ �•ey ft./100 ft of pipe �/of! b. Determine total pipe length from pump to dixharge Ele�ation Difference point. Add 25 percent to pipe length for fitdng p�,�, _9z loss,or use a fitting loss chart. Equivalent pipe p length-1.25 times pipe length= F-18b I 1S x 1.25= )S l. feet c. Calculate total fricdon loss b multi 1 n 1.5 inch 2.0 inch 3.0 incn Y P Yl S gpm r-.�a;�i«.�i oo n or Q�a friction loss in ft/100 h by equivalent pipe length. Total friction loss= �,t��x )Sl� =100=�_feet j2 0.96 0.28 � 4. Total head required is the sum of elevation difference, 14 1.28 038 special head requirements,and total friction loss. 18 2_3 Q� i 20 2.47 0.73 0.11 �_+ � +�_ :S 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 � 35 7.90 2.06 ; 030 � 40 11.07 2.64 0.39 I TOTAL HEAD �� feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 U.70 ! C. Pump selection 6o s.6o 0.82 1. A pump must be selected to deliver at least t� gpm (Step A)with at least aS feet of total head(Step B). L-13 C�RTIrICnTIO[J � 00627 Logs of Soil Aorin .c�s Location or Project Neil Heupel , 3225 Co.Rd. 6, Orono Borings made by S-P Testinq, Inc. Steve Schirmers _ Date 4-26-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : I�and X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 107.1 . feet Surface elevation 1-7. 1 0 - 0 - — Topsoil dark brown Topsoil dark brown loam loam 0 - 10" 0 - 1' 1 - 1 - 2 - Brown clay loam 2 � Brown clay loam 3 � ]. � — 3 � 2°-MOTTLED 3 � Zn 3 — l�n — 3t2n ] ive bro usty 3 ' 2" - 3-1/2 ' �Ia loam Yellowish brown loam 4 _ Rusty olive brown 4 _ loam 3-1/2' - 4 ' 8" 3 ' 2" - 4-1/2 ' -MOTTLED Rusty olive brown 4-1/2' W A 5 - usty 4 ' 8" - 5 ' °si��e �o°amn 5 - loam 4-1/2 ' - 5 ' 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 � feet. End of boring at 5 � feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours after boring. hours after boring. Not present in hole X � Not present in hole X . Mottled soil : Mottled soil : Observed at 3 ' 2" feet of depth. Observed at 4-3/2' feet of depth. Not present in hole Not present in hole Comments : Comments: L-1 s CERTIFICnTIOIJ � 00627 Log� of Soil f3orin�s Location or Project Neil Heupel , 3225 Co.Rd. 6, Orono Boring� r�ade by S-P Testinq, Inc. Steve Schirmers _ Date 4-26-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : liand X , or Power , Flight , or Bucket X Depth, Boring number Depth, Boring number in in feet Surface elevation 105. 6 feet Surface elevation 0 - 0 - Topsoil dark brown loam 0 - 1 ' 1 - Gray brown loam 1 ' 1 ' - 1 ' 8" 2 - 2 - 3 - 3 - Brown clay loam 4 - 4 - 5 _ 1 ' 8" - 5 ' -MOTTLED 5 ' S _ Rusty olive gray clay . loam • 5 ' - 5-1/2 ' 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5-1�2 � feet. End of boring at feet. Standing water table: Standing water table: present at 5 � feet of depth, present at feet of depth, 23 hours after boring. hours after boring. Not present in hole � Not present in hole . Mottled soil : Mottled soil : Observed at s � feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments: . CERT. A00627 ., - � . PERCOLATION TEST DATA SHEET a.m. Percol3tion test readings made by �— T -G i nc� . Tn�. o� 4—��N,95 staning a� 3 :00 � Test hole locatiorL 3 2 2 5 Co.Rd. 6 ,Hole number 1 ,Date hole was prcpared- 4—2 6—9 5 Depth of hole botto�+ 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scracching sidewall Kni f e Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 4—2 6—9 5�B f�0��itial water fillin,g 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hou� Automat ic s iphon ,Maximum water depth above hole bottom during test 6 +nches Time Percolation ':�me interval, Measurement, Drop in water rate, Remarks • � minutes inches level,inches minutes per inch " — 6. 30 min 4: " 4-3 8 6 .9 " " 4:05 4: 35 " 4-1/4 7.1 " " Percolation rate = 6' 8 rt+inutes per inch. CERT.A00627 ., � � . PERCOLATION TEST DATA SHEET S—P Testinct, Inc. � 4-27-95 3 : 01 a.m. Percol3tion test readings made by o staning ar �'�;;"� �s.N� Test hole location 3 2 2 5 Co.Rd.6 2 4—2 6—9 5 .Hole number ,Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6 inches � Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 12" Brown clay loam Method of scratching sidewall Kn i f e 2 Depch of gravel in bottom of hol� �nches 4-26-95.�3�O�m. . 12 Date and hour of initial water filling p m�tial water fillin,g +nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 houn Auto ma t i e s iphon � 6 ,Maximum water depth above hole boaom during test �nches Time Percolation ':�me interval, Measurement� Drop in water rate, Remarks � � minutes inches level,inches minutes per inch 2• 50 refill 6 3:01 3: 31 " 5-1/2 5.�5 30 min 3:33 4: 03 " 5-1/4 5.7 " " 4:06 4: 36 " 5-1/8 5.9 " " Percolaaon rate = 5• � minutes per inch. CERT.A00627 .. • � . PERCOLATION TEST DATA SHEET Percol�tion test readings made by �—P Tecti na. Inc. a.m. on 4—�7-95 startinga� 3:02 .�`�,� �e�., -�--.,."' Test hole locatio� 3 2 2 5 C o.Rd. 6 3 4—2 6—9 5 ,Hole number , Date hole was preparc� Depth of hole botto�++ 12 inches,Diameter othole 6 inches � Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knif e Depth of gravcl in bottom of hole 2 inches 4-26-95 4: 30pm 12 Date and hour of initia)water fillin,� ,Depth of initial water fillin,g +nchcs above hole bottom Method used to maintain at least I2 inches of water depth in hole for at least 4 hou*� Automat ie s iphon ,Maximum water depth above hole bottom during tes� 6 +nches Time Percolation '.ime interval, Measurement, Drop in water rate, Remarks � � minutes inches level,inches minutes per inch :02 3: 17 " 4-5 8 3 . 2 15 min 3: 32 3: 47 " 4-1 2 3 . 3 " " 4:07 4: 22 " 4-7/16 3.4 " " Percolation rate = 3 • � �+inutes per inch. PERFORATEO �oaMr snNa taP LAYER OF GEOTEXTILE .��,��..�._._ _ LATERQI.S fABRIC PERFORATEO IATERAL SANOY LOAlA SOIL ��• .,''� ��•� "" •- "'' Gt�►ss tOvER 6 INCHES �� •�:'�; , r' ��"�•}r,•f'�:+!;:�` TOPSOIL .�� ' ; . . � �• � ' CIEAN SANO Flll _,: ,. •.;�?;•: /' r• � /•'' .� 'z�it!;,' 41AXIMUM SLOPE—� . LAYER OF 6EOTEXTILE �y . �� rY: 3 TO I FABRIC OR 4-1NC-tiEB—OF .."y;.. � '. :�,a+�� . �EAN ROCK 4' ,, i , TOP5011 PlAWEO OR �s 2 /= INCHES Y �. , . '� �� , . UBSO�� . O�SKEO SURFACE i.S�OI ' . • , PIPE/�ROM PUMP `�• .'��Y~ �/ ��f�/' . � �� CROSS SECTION A-A '""� ;.,.a �• .;� t�� f /, .r' . y�� : �'�• �� ' PtPE FROM 3/�-2�/ � ..,�f' �, �� '� '� •.,�; )� .I PUMPING CHAMBER CIE�AN dOCK �� ' �. � • ��;• � -''� � . /�� UIVERSION FOR � 6� TOPS01 � '� i��• "=' /�' �• SURFACE WATER w 1 � , � �� , , , L�, t ' �" •� / - o �i . �:' � y.,,� . �' �( �.�� %` L�,_ — _- "��.�� '�-J�-• i / I / �� . . _ � � ' �• I ; ; �� ?�.�' � 1' �, , '/� � 't' - PERfORnTEO ' � -' � '�' �'9� t. MQX ( .,j.� CATERALS � � � I �y� .� �' �.: � ••�• :: �� '�C��'��aa. '2••. • ••'l�• ' � . . � � ;.J . r• �.I'.P� � � . e S _ ;:�,.:':;;. :._r. �, , ' i� S�� N OpE"'C, . ��:,.� - ' ? . ., � �i•!r•.sM � ' .:.±';• � A(�� Q �; '�e,;.�::�_ t��::... I � F��l S gs., ,`ztyr,;,.,�,;.,; ; ' � x 0��,��1. C:�::•- �: BE� AREA i ,� v 9RpKFlAYER .'�, ��-�.�,,>,., � , , � z •— N �P , .. ..•�,,. ` ;-- �� .''', ._ �qf��QrURq� � ' "::`~`- , n — � ; �+ ; W � � W a FR :...•'r . I ; x ; zi � m �arFR ' — — I ' _ � � — —' . , I � o � o ', I . I - INCHE I � '�� ( INCME _ LAYOuT OF PERFORA7E0 PIPE LATERA�S FOR - � ; ; ; I PRESSURE DISTRIBUTION IN MOUNO —_ ; � ( �-'— — — OIKE—�0 iEET�_p�KE -' �PERfORATEO P�ASTIC PIPE _ MAX. TOTAL WIOTH l �PERFORATIONS SPACED 36' �RfORA�l� SP�CrN � � . ' .1 ENo �N �ENTER, P�qFORATION �- � • SIIE !�tAY BE /�c: �hi. � �„ if PLAN VIEW viEw �R �,� r6 �- 2�M4NIfOlD � END PERFORATION OF A pERFORATEO LATERA� ^ PIPE � •^�'' •' PERFpRATI0N5 ON 90TTOM OF •! l-Wm�Cora PIASTIC PIPE ' �� ' TapwU + O0�' �..�lN� �rrr\ � .. . I' 't==.a s � � " La w ol Wo��a�lb ioWlc Farlw- '� '�(A�TERNATE LOCATION � UO�S0��°y~• ' - i�' '.'�� OF PIPE FROM PUMYI � �--Pula lion WAIeJ Horlron�oll� + Q / � ' • .�Mro C p IMw Top ENO CAP Oti pL v�/�Mu� �� —M 1�w1 12'Ie Eop� � tprfR o F�. R«k . . .� � �r.. /" 0 , • � .., -v«�amw�u�l,ow��d o� '�� pRAlE 2�PiPE FROM . u.on sorw�or.r B°n°'^ ol loarol �� ,�C pER PUMPING CHAM�R . . NGrN �� ____� Lf � a�o�nei so�� woP.�� sr.«u»a \ �� ' BNa�Plxloy Sond Loy�r • r-n REOWOOD, CED OR WATER TIGNT 8� IOCKABIE ELECTRIC Bt1X—� TREATEO f'OST�4 x 4 min) ' PIUGS OR ELECTRIC CONNEC710NS------- i'�INSIDEL 80XR�C COf�tECTI0N5 MApE Z' PVC CONDUIT SCHEDULE 80 -�- , MANNOLE COVER CHAINED 8� LOCKED 6�SP�CE ��p OF POWER CORD FOR SETTLEMENT , SEALED MANHOLE RINGS— .FINAL GRAOE i ' ' �"� AT IEAST 12� ' � � � BEIOW GRADE UNION i WIRE FROM POWER SUPPLY �-- PIPE IS IAID ON A UNIFORM SIOPE FROM - �� P STATION UP TO SOIL TREATMENT AIiEA PROPER ORAINBACK SEALED TANK COVER �UNION TO GET EIEVATiON FOR EDRAINBACK, , PLASTIC ROPE OR CNAIN A �/� INCH WEEP HOIE MUST �E USEO WITIi ANCHOR---� — yyEEP HOIE ��ALARM FLOAT ON SEPQRATE ELECTRICAL CIRCUIT— NOTES� EIECTRICAI WIRE FROM POWER SUPPLY ._STgRT �.EV�9_ � _ MUST NOT RUN OVER ANY TANKS 8U1 '� ' MUST 8E LAID BESI�E OTIIER TANKS 3"� � �� ANO N�1ST BE P�I10E0 IN CONDUIT A�ONG POST SNUT_OFF�,EV��Q_ � __ _ EIECTRICAL C�RDS FROM PUMP AN� FIOATS MUST 8E RUN THROUGH PUMP CUNTROL FLOAt--- CONT�ACT. W�RFS CANNOT HAVE GROUVO �� . � r•;s��F-x METAL , COVER �. _.+. �_ -�. '�i �Q �'• �k ��' . , ; � � � . (� � '.� '. '.V:,- � I •r:� �/ 1: i �.v. I >'• % � iZ,c `v i �a..;r_'_:,_.: ..� -- — � CONCRETE ��s�' MANHO�E � RING METHODS OF SL-"CURING MANHOLE COVER TO PREVENT UNAUTHORiZED ENTRY Figurc C-14 � � ► VERTICAL SIDEWALL SEPTIC TANK /--FINISHED GRADE : AT IEAST 6"TO 12" SOII �T LEAST A" DIA. COVER 4" DIA.� � �AT LEAST I" � AT LEAST t" ��N1_ .. _ ._----., . .. ._ � � A . —,�. � � A OIMENSIUNS FON TANKS WITN VERTICAL_SIDES � WIpTN. W 2A' MINIMUM __. —� LENG7N, L 2 TO 3 TIMES TF1E .W1DTM __ B DIAAAETER 60' MINIMUM __ ___ , � OEPTH�D _ 30"_MINIMUM; 78�MAXIMUM _.__ C - -A 0.2 � . � �AT LEAST g� 6" MINIMUM�_0.2 0 MAXIMUM _ 6' - 3 C -- 04 0 — - -AT LEl1ST 4 FEET - -- - �'-�' ''-� ►�uur. � �. sNatNw�ELS��a��a�c�KS�N�NUF�in � ►.W�Kf�EWvE1L45�Nlllif.lOCA�E0an/�iNvwu�El. ? 1�IC1�.S�INIIICCkICCM11/011F1IN�IOlC5.7ClfASi rnEwr«axeaw�ti�a:.�a�eoF��cwn►� (�f.�KKk1A14�LCKniFnwiii�r�6lLE10►�ltr�r� I�EIXriE1iM1611E6EGUE0101YEVCNIACCCA9. w,�ia y ;rr�vy��c�+U�S�N+CE0r1wEENi.NDOfKEtMri�►W �. ANNti1•ECIIp1PIPFO�A/1EA91�Wl;��C4MA1.r1E11 r��aTro�+iw�o�►r�tauuauE��essnw+�wuts pnA�Mra�OIES�w.►RFloCnlEOcrvE►IootH�lEwEt OnMU��knw1�2►IqIEs. NlDf1U1tI1t1CV1(YS1NECf1�1E111�+CCr11f,tIV'fC11JN i ►M11q1112UN1AlCYl�NM�G�.1NHtfi0lMCNf.UNA190.1i0 rvrtsyy�lo(titanr,rti4liKUN�ln�r�En�HE ANDdMNSICM1C1i01S(1. BNfLE(I�SNWCSd15NNINi�ILCS Allpq)W5IYCIICIN 1'/'C Yi F,.1 IIF IOCAI l V f!11Mf f N it IF.f4 E 1 Ml�(M�11 f T ryY rtfS. — . � — — � PENCIL . AAAFtKS .a � � �� MANH• E rr �'' y � . � .r% �EY Y �� i •� OUTLET � �� _ , .i.j� � v �„ ��;,:•�ouT�ET LEvEL .�,37� .� r ' I. �..'��.� � -- � .; . � _.._ SCUM CLEAR SPACE- � � , R.�4N OUT TAN1C VVFIEN� • _.. � � 3, - -- — � _ � '� 7�'IS 3'OR LE55 OR _ �� 8 'B�IS 12 OR IESS �` •� :;. . . _ . `' 1 r. `S• :��•.•;�' • ' ' • . . • •''• '` BLACK COIAR �,::::: . .,. . .. •� t� • '��' . •�. �'� DISTINGUISHES SLUDGE !`�."'�• SLUDGE 'i �AY� FROM LIOUIO �� f+��:;_':�:'�"�.; .. . . .. •�, ,t r.;..;. ;�P . .. ��,. .� • ..s�: •.�1'� MEASURE SCUM AND SLUOGE ACCUMULATIONS i N THE SEPTIC TANK �