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BS/19/2014 15:49 9528733112 PAGE 01/04 �v �� Minnescta pvllution � � ��mpliance I nspection Form ontro�agenc�r 52d Lafay�tte Rpad Nprth Exlst��g �iubsurface Sew�ge Treatment Systems (33T$) St.Raul,MN 551SS-4194 Dac Type:Compliance and Enfor�ement In9pection reSults based on Minnesota PoAution Control Agency(MPGA) j For IoCal tracking purpo�es: requiraments and attached forms—additional local requirgm�rits may alsa apply. � 3ubmit completed lorm!o Local Unit of Government(LUG)2�r�d,Systerta owner I within 15 d�ys ' System Status System status on dete(mm/ddlyyyy): S/14/2014 � Compliant�-C�rtificate of Comptia�nce ❑ Nancompliant— Notice of Nonccmpliance (Valid for 3 years from rBpart date,unless shorter fime (See Upgrade Requirements on page 3.J fr�m�putJin�d in�Laca!Ordinance.) Reason(s)for noncompliance (check all applicable) ❑ I mpact on Public Heafth (Complranc�GOmp4nQnt#7)—fmminent threat to pubGc health and safery ❑Other Compliance GOnditions(Gompli�ncB Cor»ponent#3)—lmm�nent threat fo publlc health and safefy ❑T2nk Int9grity(Complrance Componenf#2)—Failing to protect groundwaler ❑ Oth�r COmpI��nC�COnditions(Complianca Gomponent�3)—Faiffng�o protect groundwater ❑ Soil Separation (Compli�nCe Cornpon�nt#�)—Failing to protect groundwafer ❑Operating permidmonitoring plan rAquirgments(Gomplianca Componeni#5)—No�compliant Property Infnrmation Parcel ID#or Sec/'I"wp/Range: Property address: 760 D�Lake Drive, C)rono Re�son fpr inspection: Sale Property owner: Abraharr�Thomas Owner's phone: ol' pwngr'S rgpres9ntative; Representative phone: Local regulatory authority� Giry Regui2tory authority phone: Brief system description: 1250& 1000 septic&1250 pump tank mound system__ '------ - . _ Comments ar recommendetiana: Certification 1 her�by certify that a!!1he n�cassary information has been g�tirered to defermine fhe aomplrance sPatus of fhis sysfem. No determination of fufure syst�m perform�nce has bee»norcan be made due to unknow�conditions during system constructron, possible abusv�of the systam, inadequate m�ir�ten�noe, ar future wafer usage. Inspector name: Josh Swedlund Certification number; C1659 Bus�nesS namA' Swedlun tiC rvi License number: 2502 Inspector slgnature: Phane number: 952-873-3292 Netessary or Lo Ily Required Attachments �Soil boring logs �System/As-built drawing � Forms per local ordlnance ❑Other information (fist): www.pca.s[aCe.mn.us • 651•246-6360 • 800•657-3864 • TfY 651-282-5332 o�$00-557-3864 . AvaSldble in dlCerndY.ive fo�mdt5 wq•wwists4-31 • 3/16/12 Page 1 of 3 � 08/19/2014 15:49 9528733112 PAGE 02/64 Property address: 760 DlckeV Lake Drive,Orono ' Inapector initialsJl7ate: JS � 8/14J2014 (mm/dd/yyyyJ 1. Innpatt on Public Health — Compliance component#1 of 5 Com Ilance crlterla: Verfficat�on method(s): System discharges 5ewage to the ❑Yes � No �Searched for surface vutlpt round surf�Ce. �Searched for seeping in yard/backup in hpme System dlscharges sewage to drain [�Yes � No ❑ Exc�Ssive ponding in soif system/D-boxes tlle or aurface waters. � ❑ Homeown�r testimpny(se�ck�mmancs�Fxp�anation) System Causes sewage backup into ❑Yes � No ❑"Black soil"abo�e soil dispersal system dwefling or establishment. ❑System requires"emergency"pumping Any"yes"answ�r above indicafes fhe ❑ Pertormea aye test system is�n fmm�nenf thre�f to public �']Unabte to verify (Sae Comments/Explanatr'on) healih and safety. � Other method5 nOt IiSted (See Comments/Explenetion) Commen tslExpl enatian: 2. Tank Inte�rity—Compliance component#Q of 5 Cam Ilanae orlteria: Verifpc�fiion methad(s): 3ystem cOnsists of a seepage pft, ❑Yes � No ❑ Probed tank{s}bottom C6sspool,drywell,or leaching pit. ��x�mined construction records Ssepage pfts meeting To80.26s0 may be ❑Examined Tank Intagrity F�rm (Attactr) COm 11Er7f ff allowed In local ofdl»anCe. Sewage t2nk(S)I�ak helow their I ❑Yes � No ❑Observed liquid level below operating depth designed operating depth. � Examined empry(pumped)tenks{s) If yes,which 5ewage t2nk(s}leaks: f ❑ Probed outsfde tank(s)For"black soil" /�f1y "yes"answ�r sbova fndfcates the ❑ Unable to verlfy(S��Commants/EkplanafionJ S�/S�@R7!S f811!!1g t0 p1'Ot@C��f OlJ17C�Wa�/. ❑ �her methQds not listed (See Comments/Explan�tion) Comme nts/�xpl anation: 3. O�her Compliance Conditians--Compliance component#3 of 5 a. Maintenance h01e covgrs ara damaged,cracked,unsecured,or appear to be s#ructurally unsound. ❑Yes" �No ❑Unknawn b. OCher issues(e%ctricar nazaals,etc.)to immediately�nd adversaly impact publlc health or safety_ ❑Yes' �No ❑unknawn 'S�rstem is an imm;rrenr lhreat te publlc heslth and safpty. Explain: c_ System is non-protective oF gr�und water for other conditions as determined by inspectar. ❑Yes" �No 'Syst�m fs taTlfrtg tb prot9ct groundwater. ExplaOn: www.pca.state.mn.us • 651•�,9b•630Q • 800-657-3664 . TTY 651�282-5332 or 800-657-3864 - Ava4lable in alCemative formats wq•wwists4•31 • 3/16/1Z Page 1 of 3 68/19/2014 15:49 9528733112 PAGE 03/04 Praperty address: 76b Dickey Lake Drl�e,�rono Inspector initials/DaYe: JS ( 8!1 M2014 _ _.__ (mm/Bd/yyyy) 4. SOiI $epdr�kion—Compliance compdnent #A-af 5 Date of installatian: 5l111994 �'] unknown Verlflcation method(s). (mm/dd/yyyyJ Soil Ob5ervation daes noi exprre.Previous soll SherelandM►allhead protectfanlFood beverage �YQg ❑Na pbseivations b two inde endent artles are sulflcrent, lodging? unleSs site cond/tfons ha e been altered orlocal Compliance criteria: requirements dlffer. For systems built prrOr to Apri!J, 1996, and I ❑Yes ❑No �Conducted eoil abservation(s)(Attaoh bor�ng bgs) not lOCat�d in Shor9land or Wellhead Profection Area or not serving a foorl, ❑�wa previous ver'rfiCati4ns(A�tach boring logs) bev�rage or loclg;ng establishmenr: i 0 NOt appliCable (NoJd�ng fank(s},no drairrhefd) Drainfield has at le�st a two-bot vQrtical I ❑Unable to�erffy(See GbmmentslExplanation) separation distartce from perSodically � ❑Other(See Comments/Dcplanallon) saturat9d sail qr bedrock. Non-performance systems burlt Aprr� 1, �Yes ❑ No Comc110ntS/�xplanatfon: 1996, or latar or fpr no»-perforrnance sysfems loCated in Shoraland or We!lhead Bonng:Confinned design boring& ProteCt�On Areas or serving a food, 1-12" 10YR 2/2 Loam b�verage, or lodgrng estsblishment: I 12-20" 10YR 4/4 Clay Loarn Drainfield has a three-foot vertical I separation diSt2nCe frqm penpdically Mo#Cs � 1 S" saturated soil or badrpck.* '� "Experimenta!", "Othe�', or "Perlormance" �Yes ❑ No IInd�Ca#e de #hs or elevetion5 systems buiR under pre-2008�7ules; '�}�e IV or V systems built under 2008 Rules(7080. A. Battam of distribution media lus 18" 2350 or 7080,2400 (Advanced Inspector l,iC�11S@ r2C�uired) B. Perlodically satur2t2tl saiUbedrOCk I 18° Drainfield meefs the deslgned vertical C. System separation ! 36" separation distance from periocfically saturated soll or bedrock. D, Requlredcomplianceseparation•. ! ._._36"________ A»y "ne"snswer above Indicates the sys#,em is "MaY be rgducad up to 15 percent if allowed by L.ocal fsiling io proteci groundwater. Ordinance. 5. Qperating Permtit and Nitrogen BMP�-- Gompliance component#5 of 5 I�I Nat appllc�ble Is tha System operated under an�perating Permlt7 ❑Yes ❑ No tf"yms°',A befow is reqUired Is the Syst6m rgquired to employ a Nitrogen BMP7 ❑Yes ❑ No ff"yes", B below Is required 6MP=Besf Man�gemsnt Pr�cf1ce(s)specrfied rn the system desrgn /f the an,�tiver M bofh questiorfs fs "no'", this section does»ot need!o be completed. Compliance criteria 3. Operating Permit numb6r: I ❑Yes ❑ Na Have the O eratin Permit re uireme�ts been met? b. Is the required nitrogen BMP in pl�ce andpropa�functioninq? i�Yes [� No Any"no"answer indicaies IVvncornpli�nce. Upgrade Requirements(Mlnn_Stat.§195.55)An imminent thre�t to publrC 11e81tit 8nd Safery(ITPHSJ must be upgraded,reptpced,or rts use dlscontfnued witYdn fen montJis ofYeCeipt of thi8 notrCe or wiihin 8�Sho+ter p6ripd 1(required by loca!oidlnance.!/�e system!s fa!ling to protecf ground water, tha systr�m must be upgrsded,reptsced,or its use d'rscanCinued wfthln the ffine raqufrad by local ordlnance.!f an exlsfing system ib not fail;ng as defined!n lew,and has a7/east two fee[of deslgn sa!!separatlon,then the sysfem need n0t b�upgYaded,repair�d,replACeCf,Or �7s use discortflnued,nohafthstandMg any local ordlnerrce thet fs more sMcl.Thls provfslon d0e5 r70f appJy to Sy5tem9 rn Sh01�Ipr1C al'@�5, Wellhead Protect/on Ar�as,or thase used in con�ection with lootl,bever&ge,artd lodgir7g e8t.�bJrBhmentg�S dQfirted in l�w. www.pta.SCdCe.mn.us • 651•29b•b300 � 860•657�3864 - 7TY b51-282-5332 or 800,657-3864 - Avaitable in altemative formats wq•wwiscs4-31 . 31 t6/12 Page 3 of 3 08/19/2614 15:49 9528733112 PAGE 64/04 08/19/2014 12:02 552249461fi CITY OF ORONO PAG� 62/62 �D D)Cl��, �I� �r; . � . �! �;�� � ��� x . � 1 -w , I � t � � � ,� � 8 �� � �- 6 l f { � .� �.. f i 1 �_ i ,� � � ; � 1J �� DS'`�3 o���J � � � � ovt� �r� �`�'� :�# � �� .7� /�7� ��� �a`� � Sr� 1 �,� 3��s �s� 1 1 �� ���� ��� � � � } ��r� ���� �'a � � � .� 1 l � � ` �l r � � � ` , '� — � � ` � � . � � � , .�, � .��,, ;� �`� � �I � ; . �:_ 'i�� ��'�� o� a�i�l�T� � � � / Municipal Offices �� � �, �, ri� ' '� �;i � ,� i =` ' �:.. ''1. ;/ `'� '�' ' il `;� " �` ''��� �:'' Street Address: Mailing Address: ���:� � ��i��.r;� ��'� ��,;�' P.O. Box 66 �; �9 � � 2750 Kelley Parkway �`�E� Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Cunent O��ner of Address ��-L �� � �� ��1 �, '`� ��� City Ordinance requires that onsite sewa�e treatment s�rstems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is l:nown 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 I�'o � 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 brou�ht into compliance within 90 days. Failure to do so wi11 result in referral to the City Attomey for legal action. System Identified as Non-Compliant Yes 1�?� _,�/' If yes, system must be brou�ht into compliance by: December 31, 2007 December 31, 2010 Other Septic Tank(s) Pump out 1\Teeded Yes �1_\o The City recommends the septic tanl:(s) and/or lift tanlc be serviced and pumped out every three years. City records indicate the tank(s) were last pumped out on -��; . The tank(s) should be cleaned throuah the nnanhole and not .ouQh the inspection pipes, tlus allows for proper cleanina. Comments: Ins ector:��"��`"� ����'� Date of Inspection � �C��f��, � � Telephone f952j 249-4600 • Fa� (9�2j 249-4616 -� \\ � � . '' '� � �\��'1��1 � t;�., ' '� C '�Y o O O ''� , �,, �,,i ` �, ,, Municipal Offices '�,,�, � ,; ; , G,� �r` Street Address: qSa-a�{q-ybo � Aqailing Address: t9.kESHo��' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: ���� a �-�Q�/ �-r I�� ��, 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 been inspected and appears to fall into the categories checked below. SYSTEM CONFORMIT'Y (1-3): I U"CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot sepazation requirement or two foot requirement for systems installed 1996 or earlier,and which is not faIling or an imcuinent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may or may not meet all ffie location,design,or constructio❑ standards of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-71: Tank inspection indicates: 5 Pumpout not needed at this time. 6O Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tankwaslastpumped �i-1—G�� ). Make sure septic tanks are pumped throu�h manhole and not throuQh white inspection pipes. This allows for the proper cleaninQ Keep water softner and iron filter dischar�e out of septic svstem to prolone life of drainfield. Ask pumper to test alarm float to verifv alarm is still workinQ in vour house The alarm warns owner that septage is about to backup into basement. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4" dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDITION(8-10): � Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: Mc ��� ��,ci(S b�C �u��3 SCF�:C �'��kS 5�����_ abc�`� - �-�-�� r�c �,CI�� Date of Inspection Matt Bolterman - Septic Sys[em Inspector vote: In the event dtat this inspection repor[ is used to satisfy the requirements for a morteage or other transfer of property, be advised that this report does not guarantee or certif� that an e�isting s�'stem will continue tu function properl}. but is mcrcly an opinion of die adequacy of the s�stem UPCIEI" l'UITZI1t cunditions based on the available inlonnation. .�, o,�,. o..�:_, o "�������� CITY of ORONO _Y.�.:a^� 1� ,��,��'%��� � �`C� ���'�����cr ��h G�'� biunicipal Of�ices ���;�;�;;,O�g�i Street Address: Mailing Address: �$I3 2750 Kelley Parkway P.O. Boz 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 95d-�4q-y600 To Current Owner: Address: 7 6n Q����/ L�KC' ,�r. Ciry Ordinance 199 requires fhat each existin�on-site sewa�e treatment system in Orono be inspected every two years. The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTF�M CONFORi�1ITY (]-3): � � "CODE SYSTEM" An ISTS which mects all the location,design and construction standazds of the currcnt Orono l�tunicipal Code. 2 "CO�IPLIANT SYSTEM" An ISTS which does not mect all the location,desion and construction standards of the current Orono hiunicipal Code but does mcet the three foot separation requirement or rivo foot requirement for systems installcd 1996 or earlier,and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A Qrohibited ISTS;an ISTS located within a dcsianated [00-year flood plain,any ISTS which may or may not meet ali the location,desian,or conswction standards oFt}�e current Orono Municipal Code and which is failing for any rcason;and any ISTS with less than tivee fcet of unsaturated soil or sand betwcen the distribution device and the limiting soi]chazacteristics. TANK CONDITION(5-.7�: � Tank 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 years. 1`: i ank was last pumped 1 l-� - 0 O ), 1�Iake sure seatic tanl:s are pumned throuQh manhole and not throueh�vhite inspection pines This allo�vs for the proper cleaning. 7 Inspection risers missin�tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION($-tQ�: S�' �Drainfield is dry,no surfacing evident. 9 Some evidence of surfacin„not critical yet. 10 Drainfield is saturated and visibly dischar?in�untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. C0�IENTS: �"`o`'�`� 10 o�S ok. , P�M� �-��S e1 e�,�-- S u M r•�e�. �D�' �c.� L ��- `�54ec�--c>,-. P�pC� � q6Rc�2 ;vS-� c����'� (oUer' w �-r1-. d�.��c . � -I b -b� ��a �. ! 22;�-�-�-� Date of Inspection Matt Bolterman- Sep[ic System Inspector Note: In the event that this inspection rcport is used to satisfy the requircments for a moRgage or other transfer of properiy,be advised that this rcpoR docs not;uarantcc or certify that an exiscino system will continue w function properly,but is mercly an opinion of the adequacy of the system undcr cumnt conditions based on the availabic information. __� _O,�:��. � �.� �O 0��������. ,� �,,, ,� CITY of ORONO �, �� � %i M���� off�� � ��`� ; � `�' G ' Street Address: MailinQ Address: t,q ' '�� ��� .g,�;:-, �,�,��'F,+ggO .-'�' 2750 Kelley Parkway P.O. Box 66 � � Orono, MN 55356 Crystal Bay, MN 55323-0066 �_-=___-- July 24, 2000 Abraham& Abha Thomas 760 Dickey Lake Drive Long Lake, Mn 55356 Dear Mr. & Nlrs. Thomas: An inspection of your septic system was conducted on July19, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout needed within one�ear (last pumpout date unknown). The septic system is a compliant system, meaning it meets all or most current City and State Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This list is enclosed simply for your reference in case 5�our septic system needs maintenance in the future. Also enclosed is a fact sheet explaining your septic system and how it functions. Finally, an as-built drawing is enclosed showin� the appro�mate location of the septic system. If you have any questions regarding this report, please contact me at the City Offices at 249-4600. Res ect , ` �� Chris Pence On-Site Systems Mana�er Enclosures In the e��ent this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be ad��ised that this report does no guarantee or certif��the eaisting s�stem will continue to function properly,but is merel}�an opinion of the adequacy of the s�stem under current conditions based on the available information. This report must be kept on the premises�ith the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us � o� ,rO _,,�_ O i � ,,a��;j�; -,, ,� � CITY of OIaONO ` �',, �` ,�. '�� l5r Municipal Offices � �a t �.'� ,���� G�' �� ��'�"��fi�Q�`.� Street Address: Mailing Address: `qk,EggOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 owner: Abraham Thomas Address: 760 Dickey Lake Dr. Permit #'s: 5669 Dates: 10/26/93 Contractors: Inglesida Engr. (This is [ ) an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 1 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: 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 System: 5ystem 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. (Tha saturated soil leval is [ ] or is not [ ] identified under this septic system. If the saturated soil lavel is not identified, this classification is subject to revision.) TANK CONDITION (5-9) : 5 5 Pumpout not needed at this time. 6 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. 10 The tank or tanks meet the definition of a cesspool and must be replaced within 10 months. (The tanks are [ ] or ara not [ ] water tight or the condition is [ ] unknown. If the tanks are not confirmed to ba watartight, this classification is subject to revision.) DRAINFIELD CONDITION (11-14) : 11 11 Drainfield is dry, no surfacing evident. 12 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 age and condition, soils, etc. ) : low COMMENTS: 4/10/98 w � �`�'C� � Date of Inspection Septic System Inspector' � 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) 473-7357 • FAX 473-0510 .- . 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',t � �' _i �a' ... �t�E����y Y i; 6� � ^ / \ � ��' �YK� ��i�J �[ � �' Y I� J_ {� �,15l�,� 1'm' ��1 Y' '�5� �} K , //�) �/ /��/ 6 � '�� • �,"} �L'�'�����5�.. � � '¢k ��Y ."�.���(t�.�1 f 1- �G./U •V' �a,:: ',�ti aa'Yg .i sy R3, �.�,L�y )a'i�ti'tf� �'��! :'�r� r_ � � ,z'' �4��i �3Y'?� ��'S � �, {,�y.7�2 . .Yi���p�� >�d " ✓ ,. ��"g � �" .:�,�*bY �f d P��1�i°X� .�� '� b+i1�,�� .- i�� '>T-'c« �'�P� :"�'� . y `�E fr��U�q9... s l. � f� � ,r asF f t 5 h ,'i' Y �.R'� �� °' t Y _ h ;Q'r� r � �.4� M � °r.a'�p i'. s�w� f �F"«:'�,s, .,�£ � s.c, ;` r '�'� '�'- a 'at�a'x<,� k �.��"�c,d"'��`��'*�'a6��; � �� ' � -.`�� , 4`���`��h�"" '�`,Y�� � ,� � � ��x a,����4'��r�!h° ��,� .:�:< }1 i� "a� '°' i; ` ,'�;,�, �.;"�a �� is����r �t i,tr, x�;�1i .�� �X� . �t k F��`�'�`+'* "��.'�n't:l� �. . -�/1• ! � _ /`^'' ) � � '�w.� T� 4r .y>.,� . �. .1 1�_i V � 4 ,(��'`/ f` ���, � ,\ { UV��� � ' �`� ` U , " �;,�' � � �� �� ��,�,�� ���� , , �� � �� ��'��� ��.�� �=x�G�� ��, - 2 ���°' °{"� "��������"�ti��,�� -} (J � � „X �^'��,�-�.��� ��,���,� � � t .� , ��e�„ ��,�;�����; - k � SSOClA TES ��a -��-,��fa � � .� , �. � �� �_, . ' ` +�� '' ENGINEERS & L�NQ SURVEYORS, If��. .}' ;'�.'�r �. . 1 �, � � '� � � t � A t � ' F � �n"`� r'�` 9�- i� �I. , � ��s �`r�"�x��':� �" 4�'- � June 24, 1993 �+� y b M1 i{' i � �� �` r� Revi�d 7r1/93 L p� 7�',�' , :,�#! j` �� �.`.I "Y6�"'Y , x F i €� �3 1K��� . i,��i lj, � ,a�� (F" ( t}� e ` ��, ^ �f"�' g"` f a r.�' ':' Chcycnnc Buildcrs , .� � � ,t '�__'� ° y ���r- " r� s� 7186 32nd Strcet S.E. .rt,; , � '� � � � � n • �,r�} , :� Buffalo, MN 55313 �� � a.` pr.� '� , ` � � �". ��` ,+ , : s>r�;� �� RE; Sewage Treatment System � � k ��,��',�,�'�� �'s�,.°�`��<� ���,'�' Site Evaluation Rcport ��--� � ��� : Hcnnepin County, Minncsota z, -y `; Job No. 93320 — Lot 6, Block 1, RINGERSWOOD, Hcnnepin County, Minnesota. .� . 7: .�'' ; Dcar Sirs: �,F The following is a dcsign for a septic systcm for a S bedroo�n house on the above z� ` �'`� � , , , referenced lot using a mound systcm. ' . !. ' �t..- .. ". �t Howcver, no constrvction should begin bcfore these plans are approved by the the City y ; of Orono. If you havc any qucstions, plcasc cali mc. ���?�' � � s� s, ;; ,,� "� � , aa, �� � $1T1CtTCIV, � � `y�� 1� ,.. � � �} ��p _^_' y`�� �1 /� A,� � 'Y N� �4.`,�f�1{F�Y ' ��`,,g�'yp r' �.1���11J���a��.S .Y '�1.�`�' �F tl�r�t"M ..� ���'",�F�g it� . r x �.{�� �, � Engineezs and Land Surveyors, Inc. 6 q i P' �r'1h . 1� r; Y r t��� ���b ��,i�,�r �� n ���} / ��� .����� �,� �����'�� �� �t� ���' C:4i2.[iV/2"yC � �, : � ,. � �, � w�t:� �,,� �,�h '�-�' EaW�a r. 4c►.o, . s. � � x�3 �> � . �°. �� `,�' �� M1PCA liccnsc Na. 964 ; �a"'��;;, � � ��� { } ".� 1 ���`��` { ,, `�,+�w. _ �� �� 3 ''�; � � c � a�.� ��+4� ��¢���x ��';S'`'�f 4r 1+� 9 WEST DIVISION STREET - BUFFA�O, MIIVN. 55313 • �;� ,� � - (612) 682-4'27 , a: ,s'� r '�' f � �`` �J ^"�r'f^�^*n—.s^r-r � r ., } . �.'. , � ��,y;yt" �sW �p „�.x �° �R} � �,��~ ��, � ,�9� .,. � e�s �s 1� ."'�"'i°�?— .. ..:4 q'' ' ` a r�xs w . a � :r.r �� �a,y�, s, �.���.t t}� 7� s.'� �� ccW,�yG� t q,�fi „P°�4 a.��• •�'� �sa,,�- " + � � r f. . � r��� t +��. �:. .,, ,... YPon��•�.a}'F � '�,'� 9V '^'� �r ,�'.�s". M t,x .[�5f's ,'r'�'� �,�L %�.'' '*� .t ,�_ �.�.. s_,......e....��, t_ . . ���'s. .. ....,.i: ,g. , r . .. �`� .�...i�+.... � _�„r, ,i � . } ,. ...c {':� ... - . .. . , . t -.. . .�4,<'`', ... � ` , • : � ,,'s, y�„k,rt ti��r s i ��,�.#d.�' , . '� ���" ���� '� SITE EVALUATION FtEPORT . ����� � For Cheyenne Builders Sewage Treatment System ' General Information `" This design is for a Type 1, 5 bedroom home and in accordance with the Minnesota Pollution Control Agency Standards and local or�inances. � � A seasonalty high water table was evidenced at 18 inches of depth in Soil Borings 3, 4,S&6. The slope is about 4%. �'� The soils at a depth of 12 in iest Hales 5 thru 7 have a percolation rate of 34 minutes per inch. ,�'�� , All ncighboring wells are located more than 100' away from the propcued treatment azea. ����� ��,. � NO'I'ES: '��' ` Keep ail Leavy equipment off the proposcd treatment azea bcfore and after consiruccion '��'; as much as possible. The treatment area should bc markcd off before construction. With proper installation and maintenance this system should have no problem in treating � � septic efflucnt effectively. �;� It is recommended that the septic tanks be pumped cvery 2 years. �,; MOUND SYSTEM: ��,;. ; ���� y`� Flow: 5 bedroom = 150 gallon/da}�/bedroom 150 x 5 = 75Q gallons per day. 750 GPD x 1.00 = 750 square feet. ;. 10—foot wide rock bcd 75 feet long = 750 square feet � CONST(tUCI70N E�UIPMENT: d„ A rubbez—tired tractor may be useci for plowing or disking to prcpare the soil surface but in no case shall a rubber—tired tractor be used aftcr thc surface preparation is completed. A crawicr �,-�;� or tract—type tractor shall bc used for mound construction. SO[L SURFACE PREPARATION: °,, The dischargc pipe from thc pump to the mound arca shall be instalted prior to soil surface ' preparation. 'I�e trench excavatcd to install the discharge pipe shall be carefully backfilled and :�- compacted to prevent seepage of effluent. ;�`' � : ,. �,: ;� .* :� �a�::; '�.i� � i PAGE 2 �, fi p � � �` ., '��#; � .� • .� • �;. ����. � � ,�B 3p�,�f y q � =,y`� "'���1 !F^{i'� 1 (It��, «+� � _ tc. ���r 1 ,. ;.`„ {�..� {^ L"r, ��`4 + j`t � .�d � - � ' l+t:d � { � . 14�1. � � 1 �.- j , g d, ! �i � A ��; � ,' r ak +fi t,� F+' ,.rt x # r� y. a� �'p �, rs �� ix a�_ ;� .��, Hy y- i � �`�� � s 7 �,,,'��' � �. e C � t, � � �Ru"Stj� k a �k �As s�7,,y.-:, 4� a �"" �� '1 D x� ;:+ � �` s ��`�!t�rS�� ��'� ���. y;- � . ,� r;4f" 7+ i,fl��. �t �4. �Y 9 y .b y '�� e�� � � { � r' �r: i x �� �k 5{'ry�t+�. � #h.#,��5�',�9 aL" 4� fa� �'� �. � �vt,;{,y�t � s 'e x� �' .t S�Q d.$4.#y,�� �./y��{i%�,r'�"����yyj, �� 7 � ,x :4 *^� ,3R•z�ie aSq�i y'�'�+.t��" ��`�n f �'� � �y',�:� ��`i'I'� �F�+Rry�r.����.,�x�.Cw�•>�i�'� �,, �Dh'`�a� :�fl,�°' ��. '�3�',E��;i>t ry �'� y. ��3. i�.", 5 X�,�z. .". �.,� �,.. 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Y f i 3 q� Z !�� ���, #r.h�, 'J �i �,. : .�..�� x+'�m�y�'' 'r}`� ��, i 'S� a .. 1, ��..:a ;n� ,��'�cse � a�a � �r'";ft ',s �N ,��; .�.,.�^ .sa� F � i a;�' ,t 'Y � .� Y`�� �x��� �µ��.� S L 4 'gi��+W:���'+� q�k'�tr ��'�x�-,,.�'zfF�;�c.�,5,�� 3 .,.���n, yp ��T ' 1'�•� �,���' 4 � 5�3.��. .:.� fi1�i'�4 �(i.�.�h +-d�� ��1.,3 y. _ �.�Y,A y`. �r ��'.. y r � ,� �.+ r �. t r�. �f"tYr �t t fi t� � � p i � ' d t �k� t F � i t �Sl 4 e f.q 7 r , ,* � -+�ti�.' 3 � 'A :1 -''�Y�+ k .w e 1� �'7 '�' � �.;,"' � .e.�g F �a5y �.�. 1 .. t y,��1: i ,�� �M } � ��:. :,}a �r a c+M�'� "�r �'r ti ��'� u7�? r1: �' r t g b ta�r�..��Ik 7 -i�s tf;^ t � a� t6'��c M?a. � ' ��t} �',�`}.W ^r�jx'3m ��� ; s��'�.sj�:�t�i ^�����'�rL�w'�����'.�£,���� �` F_: ��� � � �',� �'''� �_ �� r . �,�� '� ` .Fwt«�aa�!� ��`��� ' r�rRe''`' rrn.y a ' ' ,�: �` �, T y�y� ' �'y. , ,� �` .�+ M1� ���,i ^r: � 4� + $y �� v„� pi�M;aw,� W����� �� ,���Lt!,`* Z �af _�' R k! a �""� ,`c�a ��� �,. '0�4' +"�,'e �r -i'g' F,v g� ��.�t����" � � #� � . f_ Y ���.. �i��; ii' r ''� -f i 'I ' ` �` .. .i � 11,. . �;;�' , The total arca selected for the mound, including that under thc dik�,shall be roughened in on�3er , to thoroughly break up any existing sod laycrs and to provide a suitable transition zone betwecn the original soil and sand laycr of the mound. The uea shall be roughened only whon the moisture contcnt of the soil 8 inches below the surface is drier than the plastic limit. s Sutface preparation or roughening may be performed with a mald board plow, a disk plow, or ' a back hce using only the teeth. Mold board plow furrows shall be at least 8 inches deep,shall '�� be thrown up slope and shall run perpendicular to thc slope. T'hcre shall be no dcad furrow under thc mound. Disking may be used for surface preparation as a substitute for mold boazd plowing in soils having percolation rates faster than 15 minvtes per inch (sandy loam) in the top S—inch depth. .x Back hce teeth may be used to roughen the soil surface and brcak up the sod layer. Care must be taken so as not to compact or puddle deeper soil laycrs. In no case shall any surface soil be excavated and removed frcm the area. t3 Mound Construction shall proceed immediately after surface preparation is complcted. Every ,M1f. effort should be taken to prevcnt rain from falting on thc prepared soil surface. CONSTRL'CI'fON MATERIALS AND PROCEDURES; DISTRIBUTION OF EFFLUENT: A minimum of 12" of soil defined as sand shall be placed where the filter material is to be locatcd. �crawler tractor with a blade or buckct shall be uscd to move the sand into place. At least 6 inches of sand shall be kcpt under the tracks to minimize compacting of the plowed layer. The sand layer upon which the filter material is placcd sha{l be Icvel. Sand is defined a5 a soil texture composed by weight of a least ,ri 25 percent of very eoarse, and medium sand varying in sizc from 2.0 to 0.25 mm, Iess than 50 percent of fine or very fine sand ranging in size betwccn 0.25 and 0.05 mm, and no more that 10 percent of particles smaller that 0.05 mm. ;� A minimum depth of 9 inchcs of filtcr material (rock) shall be placed on thc sand laycr prior to :,�. installing the distribution pipe. Filter material is dcfinc�� as clean rock, crushed ignoous rock or similar insoluble, durable and '`� decay—resistant material free from dust, sand, silt or clay. The siu shal[ range from 3/4 inch << diameter to 2 12 inc}+ diamcter. 'r PAGE 3 ,, ;� a���;. ;,#,. 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'� 3'`�f� � ^� �;w�'�+��3 "� _ e!l- :�� �. �t ti� ,y� i � "{�i� r�va ve� �k. �. y, p e�� M t'�� 'r ^°�R �S'S,``t' �, �q �'��I�. ,,��y��r�V{r�a �t��{,�,,�,.,'� r}d ���,5 a a' `��`��eF���,4: '�sy s A�` ?"�,w 'y � �r,�d .::� �( '�f''. $A+���`2 ,M'd� .. M1 1 '� K : Ti�� tF ..� �. . ..�5�st4� y �., ',+'.`�y, °� '�_.y.�r.}�"�.w"�L� A`` r� s b r 7 b'��A.'"FY 6 :' ��d r 3. . 4 r t"#� ✓ i 3 '�'F 5 9 S" 'T._.° . .. �ta �r R �t't"�e�^�'F�� � '�`.��� �'' �'���a����„ '��<"� �� � � � `� �_ � f ,i: . } ��a. i a+a^�!7�a�Sr��,� r+, �,�r�`�'<��,�c�''T,,�°�4y�{'�°� '��'!-t*u'�F .P} . �Ma .�;�. :i � s+p�. �', y .� �t� 4 W x� � we�s� r � � �` 'F 4 d ai .'� � .� �a ,`� . u,� . � ���e�. `�; �������t"��� ,r,�'�,>�� $ �,� .�� • <}. tr�'� ��" ��t��+ .a` � 7 1tu. �� �k� � h i.,� C�����I�e� Ny�{µ„�i: � � ;�� ;n:� } t'�' k"� 2'.H ;F; '" � �"k3�.� �i�m:,���..�.��v��.+•�as�V.tr� "� . .ii� {"^ ,�y. ,�� � '��;t�; , x ;x . . .t _ , �� > � �,t� a:' �." �i��Y.. ���. s � '"^� � PRESSURE DISTRIBUTION: ' � �''wl��`'rSY�lF�'�r ��.; �{� � . ���1��1 . y ;ti;vr.x '' 'x - t . `,, „F-s' `���"� ' Effluent shall be distributed ovcr the filter materiai by three 2 inch diameter perforatzd pipes � �`^t� ` under pressure 73 feet long. Pe r foration ho les shall be 7/32 inch diamc+.;:r drillod in a straight ��' line along the length of the pipe. Hole spacing shall be 36 inches with l5 perforation per lateral. ��; Holes shall be drillcd straight into the pipe and not at an angle. A sharp diill shall be used and � any burrs in the inside of the pipe shall be removed. The perforated pipe laterals shall be installed level with the perforations downward. The perforated pipe laterals shall bc connected to a 2—inch diamcter manifuid pipe and shall have thcir ends capped. The laterals shall be spaced 40 inchcs on c:enter and at 20 inches from the edge of the filter material. The manifold pipe shall be cormected ro the supply pipe f.rom the pump. The manifotd shal! be sioped toward the suppiy pipc from the pipe. � Straw marsh hay to an un—compacted depth o� 3 to 4 inches shall be placed over the filter material. A layer of untreated building paper(red rosin) shal( bc placed over the hay or straw. ' Gco—Textile material if appr�vcd by the City Building Inspector may also be used. � Construction vehicles shall not be allowcd on thc filter material until backfill is placed. �.�` Sandy loam soil shall be placed on the filicr material to a depth of 12 inches in the center of the mound and to a depth of 6 inches et the sides. Six inches of topsoil shall be p;aced on the fi(1 n�aterial over the entire azea of the mound. A � grass cover shall be established over the cntirc area of thc mound. No shrubs shall be pianted on the top of thc mound. Shrubs may be pia�ed at the foot ard side slopes of tha �nound. ��: The, sidc slopes of thc mound,uill bc 5 fect horizantal to 1 foot vcrtical (5:1). This gentle slopc �`�r will allow easy mowing of the grass cover. The soil material at the toe of the dike should be slightly less permeable or somewhat tighter than ths natural soil bclow the mound. This can be ° s� "�� �;_ accomplished by selecting a fine: soil or by compaction. ; �"�� �.. ��.. - �,,� ¢;, Whcnever mounds are located on slopcs, a diversion shall bc constructcd immediately up slopr, from the mound to intercept and divert runoff. i; ;, � PAGE 4 t, � r y.� "'r ���l�n-, -0�� ., j �� .��� ,. p�v a r �'r�:`S .... -�� ,.,� '6'' c, } ht,���,': b � `X �: F Y�`�� f'- .p 9 1 ,� � ��7�§� '�cT°'Pv� g"'"t!P' ^'+cy�'4."".�.'.,",.y"'"""'�,.."'T'.,�,q�` .. ,r,...� �, ! i,� !' "d� ,��r '.. r 0.>>R �S j�it�7�'4' �t� '��,"'s S�'�I ,�f " i ,Y ^`� �y .� $ �,� [�;. :G ��' + �_iY '�J°�,�'h �i. '::�" r�v�e�' �'Y� ��-. �'£" ��°�'�', .q`4"�s�`�'"�"i" 4 r .� �. �� t � I k �' : � ti 2 .,t �r e'ia�'' ��y�t � a � u y Y'�t i, '.`,�Fa � '�.e��i t �- �ix ,�li �.,.���� � �' �rj'�5��'�.� F��.. '�,���r �i'��� �}tt��;S� ,��� �+.Jws' �i'�M.,�T�(��$� �t��i ,.�'r,.�e�s'�',#'2"'e'�'" " ����i^.��1 . �snS rp..y._ : �a -,. . , ... d`. .. �. ..�:x.P ,a+t' r _ .•� t _. __ SiSs ...�rd. ... . -h .. .. . .., . :3�. .. . `�`��r�'kk���e�' �y' � .�s�i �,}� y� � ��r��� � ry� '`�u.��4' .1�R' � ���y�,aWk�:s{� �_; ysr�aw: §r p�, ��`�'yq���J^�` �< �'� �,�r $�`� ,�'���� ry��g'� i m t �h ����i#,�y`�, ..� � `� "5' . ' a¢. .. _ .. �, �� "�, 7��Y u � ¢A,� i p� � 'i ? .e;a`' .^ y:: s.� - '.. ���i�rj'� r �, p� . '_y� , �y t� � 1�u.��9�, � . f'� r , � 3 t � .s', r:_.._ ,,an ....�n� ._._w<Alk.. ��.�t:r'..�,�s'.4.,.a.m.,,...�,.s,w,- ,.. j bta,._.�!,at�...�.'�:. �i�a..�.::�.�ur�:.�c+..�.�..�.;:�_����.a.��.;,.es'�.�t�a���<._.....� +:�. � y�aC�fi� ... � . - . , � - . ��.5�� ��k� � .. . �r . .� � . ��r x��r�"t i�y � ,; %� . �S"i � �i�'S�'p��t�"�. �� � �� ����� 4 �s�s.�� ; �r,� ��x;iR�;.,�� � `,�; FUNiP AND COLLE�'I'ION TA'K: . • � � � �.l � ��' ;�� :,,^' �''� A pump shall be used to deliver cffIuent to the mound. The pump shall be cast irun or bronze � �{ �' � �';�'� fitted w�sh stainless steei screws o: consc:vctec of other sv�nJ., duzabic and corrosion resistanc � � a ,�� �� '�� .� �' '� ; r,�aterials. ., �, � j w� � �.�z , '" f'��:`� '�e p��p irstalled will nee3 ro c�eliver 42 ga;lons per mir.ute � ;`� a head of at l�a."t 31 fcet. ; ;' � �E � t�,n alarm device shall t� instalic.d to wam of pump failure. In:�ta.11 the pum� ec�.=trc�l anc a 4 �� ;`. , �F, .� � , I^eye:s, Pviodcl D.L.V. Audio Visuai, I�-��oltage alzrm sysf�m or appro�ed equai i:� a � . , . ,;, „,;� co^s�;icuous �lac.at the di�ectien of t37r owner. ` � " � } '�� �'�: �.;,� ���� I�osing V�lume = 25% of 750 g.p.d. = 187.5 gailon. ; � ,t i`; ��,n �; ,r 3�; ` � ' � r's, � �� DP.A.INF;ELD RQ�K F�EQUIR�D: � � � � F ;`���, Bascd on 12.5 inches of rock, 2� �ubic yar�s of rock would be reqi�ired. ; �' a ;; �� ', A A�y.'Mj . . . � � T F � � S��I�D REQLJIRED: � ' r � `` ;¢ �'�, Ar�roximately 219 cu�ic yards ��: clean sand for undcr mound is needcd. 1 ''� d„. w� � � � � � f � � � �?�. .° �Ii{E �VIGi':i �c LENGTH: S;�E E-5 ��� ' 'w � �y�, .. �* � . , �:� m � ? e �#,: ' ` � •' � r;. �ASAL SIZE OF MOUND: SrE E-19 � "� k � ' �, r�, .:�r' ��� � � � � ������ � �x#���� t .• k �.,4'. � *L���S: � 4 �,a� ��: �.�� � 1 a � �tr � fi�� � _, � , p. Plcase sec sitc plan layeut. „ • t 4� a .�i,� � � "!� ' �{��i: ;. � �� j, ;���� � S3, Typical sections fo: constr::c'icn :oliow. 'G� �� ,� h 4 < �t � ;� .� :. x".'. 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' P.:. � � �-:�I � i � _•�� �� P �; Loca?ia-� ox F�-ojFet �' vr�s�f�-1 c , ",� ��{-.� �� ._. :�o•r ia�s r����� b� __�� • ._._.�. �.G�����cl-� ��� �s�.�. �� ' Dwt� � : � � � � �, , ' ; C�..:t�if{cai:."'.o� ay3t�ts9: '4.t°„^_di4 • � , �:'B�-^CS ; Uni�ied �; oihex �: � �; � �� �`� � ' 4 �,� v;� ���,^�� �:r+�� (c3:��ek t�ao?t Fi,�nd a ,� : ' 'r �., er Fc�r�r _; ii.>ght _, or �ucke: �; oth�r � • � x ',�, �;��r5 " ,.:a� ��� 5 ��s� ' + f 1. • f �j�� � , � 3�p�'t� �or:ng nu�h�r � a ' � , �� �.. '�� _ �asp[t�, �or.n� nu•:^ber � �w, � �.� ,��. : 1a ` ��� ' ` � f�:�:t '�vr�xcs e].,zvat;::n " £�Qt Sur�:�ce elev�rfoa ��: � � :� ,� r � c o _ - 4� �`y; .i' 1 .F . ' � � �. � .�� j o :�� ( � Top�; 1 t �;:�„ � � �. . � �. 4� t . �� ir� w�. � . . � 3 •_ �1 1 17`If t`{ �A �;. ..F� �,� i.:,� ...�.. n . . F + . r ,g ��l +;� J ��+tr(� L��'�� ,�, -; a �L f�'� !�� �'�t � _ C L A �y 1�A P� ,d n � ) � ,�` � yi;,ry� Cj r �J�r`� �'�1'0� �� +, ��t ��* �y � .1� � ���� � /f � � ,�� �`� ,�:� � ._ 36 .�..: �, � . . � s"r '; ; . � . �F �:' rf..;� , . ,a , 4 ' �' , � e � ; - ------_._ _ �;.� � ���'t' „ -- - - ___- -- ----- --- - --�--- � .� a,a• _ -------...---------.,.. � � � , � ;� 5 .� ,� : � W�. , � ;..� 5 --- � r` ��.: � ;; �} ' F �� s. �t�c� ��,, '�^�. 6 ' � a� `' ,� , ;'t � � — 6 — 4 � ��e�. �t�_. ;' ,;� � _.� �,f�� �{ ry�r �� ' — � � — �y r� � � +•�. �,�y � _� , � � , , r. � ' ; ___. ��� '°��.< , • 8 � d ;. �Xt ey °� • � fY ? YA}. . ,� 4 �,j , � �' y . r� ����� � ���.¢ �� � K, � . ' � � � � �- 4 ��� � �nd af boring st � feet. � � � � �#� F.nd of boring at � feab, � �.'� ��'�'�s, � � ' 8tmudi„r.�r water tmble: S�nndin� �atez t�bl�e: k' r���'` l� ��,a F�eoent at feet of d�pth� Pre�eat at _ feet of dt:pth, � �' � +�£. � �V houra after sorin ���� '' � � �. �• ho��±'tt tftez Sorlilq. �y, �q b� ' } �� I�a2 pzcscnt in bor�.ng hol� �}�. . Tdot prement in borinR hole �i �, �,�r� t ��'�} �q �t'"� � ° � syx� � � µ � t �` �?ott"sa�d �o::�: � , r a ` ;' " 1r,u�e5 �doetled aeil: .�rc�cs �;� .� �,. ,,,�. �'� Cbaerar�d at �� � �x�� �e�t c�f depth. Observed at -� `l��t oi` d�Fth. g�'� '� �` ,�,,�.��"� idot pz��ent ia borixi yol� " h�. �,i 1, ,.'� ;�. �; . � Dloe pre��^nt iri borin� hole ' ;� ; ,+` :� dbsterv�tiona ctind cos:aaenta: � r�' � Observations and co•.�mente: �'`' k ;'' # ; �� , m „ � ��,..� � ,,��, s: rt'. � ! .: k;i � � � �,�� � �� �a r r� ; � ;� 4 c . �yx�� -� - '� „ f i`% �*f ��"_ '_" _ � Fs . ts �:`,� '�` �i . �r.'T` �` �—^t "`'�7"f's"*"'�s„- ��.+a-�. !+ a : �r :a M . . . '��e i � �k.�i q 7 `-eF. -,.,.�. e�a-m.-e �..».ti,r,Pai--.-..,._.._..-Fr..._..„R,,,.. � r W �J,'+.i�' �R . . . � ,. . , h �Y c *NA . �b� "T--_' ..�.,..._ - . � i � w' j r �?' $' x 4. . "'��''"�� ` �,�'"�U� p �,��' �� t�`�"a�� '�,��� ':��� �' � �..,� ,� ,��'y'� � � a .� "�. �`P$ ���. t�r`"h�":3p'� r .f'�'��'ii' � . '��' �, �� �� � ��f �� � �p'4 �i �ii*" e ,i�r��C�:: fi ��a�'���.��' � 'Yt � ' 3 �w � `� � � �� `� r fi;� � '�'*"�� � E .;� y�, : � � � t . R > ,� �' �s"=�. ��; + � ` � t� (� '�,�.e �' 3, u ,q�. � �y� .C= �y'- }9 �' �3� �4 � � 1`�i ,�,^� t;'� F�t: 3�,..'�K r `�k``�a ;s9i 4b d,�s � d3 �� ��°;- �K- a � � _A ar �� .�{�. r . �n , �.+ .r+'� a �. x � ^ PS 'WY� f 1 �� �„tf� '�i' � � , � f,� � y ���.�7 `. ti i r�' « ; . ,� .. � - r .w 'y �a�• '� � * b��' j' ��� �^"+y�'" ;� r��, � a x''"l� w3�t��""' es�� f� ��,'rt ri � ;'+�'L �� ; '� u,: �wt A %�, � ` t lr,i S ��i" 61 . 3 y'i� �t�,�, ` ��„ i��rF�,?'�r;a �:�y!(. � j�� �� �r �F �.,:x a�r r 7,yk ,i. .�e �`u+:� � , ��; x �A.,�(�°� � <`� �t �'� � :a� fi�._�.�i'�.-�.dw..�k�._.._�i.urrd..�Edc:���,�i�S' fz f.A, k+��.;p' i'T'i ,o� } � � ' Z .i�e � „�L�. ..��is.,, -h�t _ �5..��:�1� �.�d+.�.(54�1'A..� � aih.rSw �' ��� � (�2, � ��f" "�Yli. ,. t o�5.:�k� .. - �r�4y .@:�:$ '.1k�,�s '.� .. . . .G�' + :. a' G , �i�'Jvy'.T'1a�.0��il'_I._:bti;��� . � ? � . 1. •L•c lanc�laF'�is 3 a or��-�,subtzacr:c�cy-':,ayer �idF31 fr�r� �r�; �':. ,��� �"°."` o i` "' 3. � , a���ion w�idth Eo obtain minimurn downs:e��di�:�ta^for � �'.;,; � :• ���� � t'�Jt].OTt: _ �� �"��; }�" � �;, a�'� 2Gs ft- �O ft- �`� feek � �, ,��� �;. .%� � a,�;.k�' � � r� ����,���. `� 2, �:Ic�:Id_te mi�:lir:lum mound size b,�s?d on geom�t�:ry. �, ��� r �� r: � ; �, �^;�-rr.�ine depth of clean sand. rill at uFslc�e�c:ge of rock � , , __�fe�t � ` � ;� `r, 1:�yes: Senaration / "�';'� ' -� , , � �,,, , '�,�'_; �:�` •,� .,, b. Nul:iply rack laye,~width by landslope to d�tP:mire drop ,d,� �'—��+ � * . , � �, ,��° in elevation;Slo�e Di fj`Erence :�`�. . . • 3 �° < � feet "',r. . , r �af�- " s� ` k ! �� x��a+t eo=_.Q� �. _�.;�.�:- E ,�� � * ,; ��%� �,R �` " c Add de ft�:of clean sand depth of dean sand fos ''�„�� ^: :�-; � ��� ;k �+b, +.� --�- -�. e-��` � :, ��"s. .� sepasation at upslo�e edg�(2a� to depth of rock la.yQr to _� f �� --� � ,�, � ,�n�t �,�, p^; �� Tc�ck depth and the dep±h of co�'�r to find t��e total r.lound � �f �,., � hQig.ht at�ope�dg�of roe:�.�ayer; ( 1 � �, �- � ,�� w , ` ,z,}�s ( ft+ 1 ft+1 ft= �`� fezt , ��� , k ��y �� �' r`+x `+r �� ���` �` � d, �nter t�b�e on p�_ge bottom v�i:h lan�slop�and uoslop #� � � �.� `�`�, ��, c?ike ratio. Sel�ct dike mu?ti��lier of 2��5 1,7x�5x la= )Z�S �F � ,�, � u �lope mour.d height �' �,�.'F�,� ,� '-� .;�� e. M u l t i p l y dike multi plier by �'° i _ � fept �Sx95x)v;' Z--(�3 � � 'fl��Sx/4=2- 2:�4 � a,� > �' "'{ � to get upslope dike width: Z� �,S x�.� L-- , , � �� ,�� �. _ ', f.A�d the de pth of s1oFe differer �:e(2b) to the upslope 3���cX�� ,, �p ,: r"-' � z hei�ht to get the downslope he;ght � ��oz_��2�; ;�� �,n , ;: «� � ��+ ���. _��feet • �,� <<. ,, �� � '° �' � � P o ° th landslope and � �-�d. �r g. En�er tabl._on pa�e bottom��: ���,�;� '�;� r' �� r � K dow:tslo��di�«ratio. � � ��`' ���r ���,� � 3.3 ______. . � �elect dike nyYaltip:iel of_._. � E a°.� �: ��dy� � � �� de• �°�,; }�, Ntd..It� 1 di!;e n�ultipliu by d.o��>nslope mcund height �. � , g �� , tn��pdownslope dike width:�.z�x >.> =L�-feet � � � * �, , ��� *'�;� i. C�rnp�.re t�he values�of sdep G.; and Step G.2.h. S e.e c t t h e . , ti� s a ,, , : t '� . p t 1..a� . ; � � � '� . § �r,�+ y �� �,t ��, valu�s as tr:e downslap�e di�ce width; . . .. �� ,� , gr�zter of the two :�•,•�:::;: ,:N::,�::•:�:•::�:,::,;::�.:�::::<:�::�:�`:': � P �, . .. .. . . . �,�� �� �_f:�et :��'�::<:���'� .;l;<:::.;..��i;E>`,'c�wiain_� .'t;i;.. r(� ,�w�,"� � '3�rd�1^Jk t� ! i;v r , ii'rt:rf r � l:�r�rt '� ( f +F?�. '�w�r,� j. 'roe�l mou.nd width is ti�e sum of upslope�iks ,�t , r;y 'rY � '�^"�"°��s`F''C"' � r � y 'Y�,rl: Y w.+.�,d�+.b � = wi�ith plus rock layer width rlus downslope � .• �, , K���� �� b,, � , i r `r ',, , , , , �.,. , , , � y � t � � Cl.:e wid�.h� .2 . ..... r �{ ' � rt F�OP°[kk°ri�el�_._.. � �q k- i�, '�, a�rty . ��t-I- �_. du.�,_ ;.. L� ft+�ft= feet u�.ou, �:.:-:::. .,.,•.•,�• ,:�.;:�,:r, �'� �; � ..�....:�.�..,;.,;..�;..;:�;:..�:;�.,;�, ,.,:.:�•:�.;c,::;�:. `�Y';�. � ' , !�t ! ! I•:.::�•:..J:•ry:+�t+.'.l.�!l:1::��:�{:�I.'� � �s,_ Z 'yg�l. ':� k. Total mound l�ngth is th2 su:n of upslope c,,,:„,;s��c� w�d`'� �•% �f � k '�y.. � ,.�� . . �:�.:... .�:.::..:....... . r �{l���~��<c�':!'~•rr �� r'. t t i "`` ,� dik�width plus rock layer le�lgth plus • . ..... .,:.:::, ''�'� . ,. .. , � ,, ; ; :�:r;:.;�....;:•.::�.::,: r.,,;� , . ,;�,.�::�;�:;:., , r ,� �� � � ..,...:, .:,..,.�.:.:.• �F, ;� � :�:r:�.:'::•:>::::::::::::::'•:;.:�. •r ��:. � � > upsiope dilce width• �"� f^�t ..' . T«.:c«��a. ---------; :`#,. "'�� � f: ���'"' �ft+��f+ �._�c�f t= �.:.� (�----- �,� ` �{a :�, y�3 �,�; ,mc't,:. rt y3 ki �i QPa 4! ra n � ` �� "'�1 ` r'te kI 'k1 k� 41 y � `*.., r t��.. ,, � �,� � y� 1A � � ?�h. "4' " �"� x s«� � •�:1°� � I.0 T.0 � � u` �p W fA1 g 3A � f37 � � �,S/, � _�._- � ; r ` s r � �ra u" � ,,�� aia zaz s.ro sx U° � .�r = E19 � � 7�y 18[ 273 �S' � � SN L'� '` ) ��' J(--'_'j,:;;`11d—__9 g.�.���� � 53f f.7i L , .1 � ; ;��`' �� � <..� -T-����L� �V � 17A7 '-�"�i 2.a L6 UI � 5.17 � b e..��,`,; �,t,. Y � 7.7 A 9J� � �c.��'R 4 r r^�:}r � a.�.s �t tyyy z.a aia } 7!1 ld.-4 yp L$ �M i n , `�4�n Y . . � � � � 13u�a ;t� 1.7+{ � � � � � , w �'�.: f.C'! ].3� �?8 ��:' �', • ul aa tsao a;:,. � yy w ies ;. i ^�`ir: za � � ii.ii �ras. �� � �, xti1 in leo un `"' t� �3 �� �� zi.0 u� �'�^': Y�"� � 4 ,�;� u ��a � ,�i .�. a r�*i�,. ,_� , � < t�,� � � ..o- , . �7 � 1 �.. 4:r� �,... � . � . �N 7 ..i 't4�,�, � �� �� t * '+ .. � - ZrT'-,g.-�."�...y.,.T.�,':��.,.. r..,-� ? ,,�,�g.,,,�-�...�,. ,.�,�. ^�*^�^'-w� 'G y t� � �-: � s 1 � ��.�"� �� �F� • �.� ,k� '� .,-�,....y�,,,,.�,,,i.,,�,..4. ...�-• .3,.�-_'-'�^°,',•' ., "i� � �' �x = '3� �' �� �+j v�� �"�' ,-�� '��r� ,>��"Y+�- �, 'T"T5' �,:w. � ��. ��� ti� i�( '�- "� � �=i �` �w`� �rR"' e .� � ; �'� �,Y� ��,�r .w ,s �'i ,�, A ?� r"- � ��• ,�r �� � .�-„h � ,�§�. .. �".�. @ L n� uyr �,*r 3' t '�'" �, � a. * tik �� . Ae `'� 4 �" a `��� V r � ������°% x� ;Y��t � �� r '�`'• �5 ���'� �.�. � 3� � .; �' 4'�:, i, t n� 4 •� ° ��� '� �' �` � � ;.;*"`� a " �'��r � 'y ��;.. Sr �� f r f "�t �t. 3 . : F '�, �. w' y . 1 ra w� •t a"; '� ,� sU.;;� �' r� *�, �4 ''� +�. . c t n+�j � ..c :.� � ;� A` � ft : '"� 4 ,` �,F �,� " t r���. �rr a w .(� -� �S4 1 � �'f .� k � r '� .� J� � e "k � . d -�. �*r,k y, �,�� � � ;� ,p� v Y.?a s e�`E fi a ��;� el, s�f,p�q. °�, 1 ` � er�.Yb �-,AY' ` ,rl; �, k .�; w ,; "M �•� � �;�', ::1 i t �'� T' 'b � +u� � � � '�:F"� g � t 4� �fi ru � T`� w�„� r14 x; w� �' f}s �r� � � : i d3'.�r�A i, ,t , �"� ` � ��r- � t =����, �X�' �S �' �. �' � r� + d .� �a' ,.��'�_�3�:,�,�.. ,. .. b . ��.� , ,�;-. .�.'�` . ,��, ���:' ,.i .. t'�, , . t Vk � G'�� " ..°. , � ' . '� . .. � ��.�, . �' �:. �: h'f 5�. p' � � A' .���t r'�r t .�� 4�^+��1.a�#'k�t ��+��k r .� - .1 ai� r '� '�" �: ���-G -aN �M +.k ;�. w . e'�,., �r�,Y. ,�t�ti . . ' i� � � .�3'.J}� , d 3V�x{g+., {L f * :: . 1.,,A.: k� ..�,, 3�:��t-Yr14'��� � r� � .l �. � f - 9�( 7 � 7�' , '3� �� ` � � ����Ti• � 3 'C �' 4� � d. � a 1 + e: dR"�t�r�r rI �.� $g: > .i k�, . 'a t .: ,� " � "�� F ..�� s s` ��a �. ,., ir�y"����.' "g�t f Y^' '� '# 4 4 l� Y �y �.'� k� �� µ � . X . :� � t4 �°4 . L T, A. '`A'� � �� ": l ; ! y -. r '� R3�, I ' t v.: � - d,- i � x i 7;�' �" ' � o-a s� .'b �m t°"� ,*,��^°,ro��' '+� i� �' "cy� . w y . �i-�� s .� ��,� m f r �.1 L : .7 ��y "X� � y�+"'f �7 gA' ''.sY . ) - . - K '. 'C , � (�' � � �'��` _ f* Y £ { � ,�T' ii E h ;;y �> _ :_, .�..y__r,.v .. �.,......,�fi.x..�._r.�� ,.�.. .a� .�:.� �..._ .x. ... a ...t,�_ ._�:..� �t.��,�,�'.-�r.�.�„�.�£...,.�r..�.r�.. .�...- ��.��� x� ��; � �� A�IU�JP77�DESi�r�(WORI��,HE�I' � '�" � a . . �+� '.�� k-� (xor Flows ug `��1200 g,��d) , „ Y S �1 a v �'�w3�'. �� 4,'�� • �"`�yt �� � fi � �� e.�.�a s�.n���.m auaM�-��y ����* r ?,. ':,C'.W cs�n �� � ;;1 r,. �;'es D-7 ot I-3,�,5) ,�, � �"'� '�'" ' ��`: �n, c.�timated ��.'gpd(:�p"� ,� ;yr► �yr�r� r,�ni �r. , � -0 � �%'� �� ti� �-;� gpd x 15= � �^� " �� ����' � ,� or mezsured � �� � ,�,��a . � � =. R. S-�.�TiC 7A�,�K LI(�LJID VOLLl`viES + � '�`.'�� 2z'.�a n� i�'` ���" ,° ' ;2�� Ai � allons(sPe ares C-3 or GS) 6 �o `si � �L � ,�`; s ` '�.:X � c.� � u� � ? � tcso �a 3r� @ . �� a{ � � � '�` t,,� '��� �p � ��o s•rs .as �:� L ;+y�� D �, �7° C. SCi�LS(rAfer�o site���alua�on} �,�„��.,,�,,,,.�.�a.. � „ +,� �, i 1. Depth:o restric:ing lay�r-�_—inchQs � Y ,� �,.�...� ,�.:,.m,�� �,:.�-_,.�. . � lnches �w�+. c�-�-.r ��.o�ar�-� ��. '¢ '' �=� � Depth of percolation tests- �_� - " `a�` ���m v r r . a•- . 2 s wes �0 11?� . � � ' � 3. Percolatian rat�,_.,_�_,mPi '". '°°° "� `.�.. � � � � ..s is� rz:� � � •. .��� ` �•� �. I.an.d s14pQ °!o ,.sK� � � �� � ,�, ....� s� _q � �� g �.�y _'.� ' � '� :�- 5 � �, rr r. ; . � 4 V ���. ��' (� �a��d�� ....�-- �_.- - �i" � � z ��,,;� �f" :a�! D. RfJCK LAYER DIMII�1SiG;�TS � . � "` � 'B ` , ; 1. Zvit,Litiply flow rate by7.oc�tn obtain requir�*d ar�a of:ocL � f', �, '�' �` c -�:� layer•Daily FIQw x 1.00 - _IS ,� �. :" k '� 1 � __Q�pc�xt.00sq.;t./gpd=_1�2Sq. ft. � �; � ` f^ ' 2, Select width of rock layer(10 feet or less) _ �0 �t- � C ,�' �� ;, �.� �, :,� �. �1 ? Length oE rock layer=Area+Width - � ��� `�`� r ""�.� ' - �� f t. 7s ��, r � ��_c,p_sq. ft.+ !o ft. R«k�� � ✓x� r 9} r�r.r•r�s•i•�.�•: :�'��ti�{�tis 4+`4�,�' ,.�r f�'�. � k_ ,.1. }���:.�"J�l�r�I•y:i.J�J•d!�!•J ♦ti ti ti.�;ti�,ti..,ti. �ti �.r�`�5c;t:t S1C f!. � �` w ,3 r f i ;,r•�,.^;! fti f•�' . � �' ' �����.ti �• ,, k +� t .. r 1 Li.�. �y r rJ3�s� �� �y ; .� . F--- Len�th •"9 a � �. ���v.�T..Ui��� y �e k_�� ? . . . �y 5 t i � � � i 1. 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