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HomeMy WebLinkAboutseptic info ; � - ii' 7 � /�I O o``:;`1 ( � .- ��� C ITY of OIZONO► I,,• � 'y. :,, , �, 1' Municipal Offices ,, � . G� ; �� Street Address: Mailing Address: �9JtEsHp'4��' 2150 Kelley Parkway P.O. Boz 66 -._ Orono, MN 55356 Crystal Bay, MN 55323•0066 To: The Current Owner of Address � � �f J � �`�'-�""� 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 Ident' as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31, 2007 December 31,2010 � Other Septic Tank s mp out Needed Yes No The City recoirunends the septic tank(s) and/or lift tanl:be serviced and pumped out every three years. City records indicate the tank(s) were last pumped out on �--2(� •-�j L, . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: w Ins ec� • � Date of Inspection �— C� 1c% P 'g'elep�o�ae (9�2?2�9-�600 � �'ax(95?)y49-�&6��5 W'6�"dV'.CI.OfOC3O.F17 R.US � O� . O �.\ _ O ,I�,r�� � CITYof UR����E� � t�� ,- : �, (� MunicipalOffices �� � �,- � ,�, ��. a� ,�, � '''„���`' ,.�,��' G Street Address: °►Sot-a49—�16o O Mailing Address: t`�$�HOg'� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 ToCurrentOwner: Address: ���5 ��k�'� �"1Jc, �� City Ordinance i99 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 CONFORMITY (1-3): � 1 "CODE SI'STEM"An 1STS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An LSTS which does not meet all the location,design and construction standazds of the current Orono Municipal Code but does meet the Uuce foot separation requ'uement or two foot requirement for systems installed 1996 or earlier,and �'�which is not failing or an imminent t3ueat to public health or safety. � 3 �`NON-COMPLIANT SYSTEM" A prolubited LSTS;an LSTS located within a designated 100-year flood plain,any LSTS which may �Jor may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any IS"TS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-7): � Tank inspection indicates: 5 Pumpout not needed at this time. � Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped �—L�—�1(� 1• Make sure septic tanks�re pumped throush manhole and not throuEh white inspection pipes. This allows for the proper cleaninE. Keep water softner and iron filter discharge out of septic svstem to prolong life of drainfield. Ask pumper to test aiarro float to verify alarm is still workin�in vour house. The alarm warns owner that septage is about to backua 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. INFIELD CONDITION 8-10 : � 8 Drainfield is dry,no surfacing evident. Some evidence of surfacing,not critical yet. 10 Dtainfield is saturated and visibly discharging untreated ei�luent to the surface. Contact the City Inspector immediately.Repairs must be completed within 9U days. , COMMENT : O t���-,�1� �5 �0`� �a „^ �.���-- (`�.J LY b� ('� \�.Cc� � �i.-�1 -2-0i� . � S� �-�� �,�5 S�ti�•..c� �46�'- �� ��L a`� ��"� Date of Inspection Matt Bolterman - Septic System Inspector NoYe: In the ev�►t that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report dces not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of ti�e adequacy of the system under current conditions based on the available in�ormation. � o � � o..:,, . o -��=.��-� CITY of ORONO ,� ��:? ��� .;,:�. � �� ��: ��= � � ��i;p�i�! ,� 'ti► biunlclgaI Of�ices = � 'i'���� ���G ' StreetAdd�eu: � '�"�" MaOin�Addressc ��H�g 2150 Kelley Parkway P.O. Box 66 Orono, b1N 55356 Crystal Bay, MN 55323•0066 . 95d-Jt4q-y60o � To Current Owner: Address: a�y� S��c-}'I. �,I� . N � City Ordinance 199 requires that each existin�on-site sewage 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. SYSTEM CONFORMITY (1-31: � 1 "CODE SYSTEM"An ISTS which meets all the location,design and construction standuds of the current Orono Municipal Code. 2 "COMPLIANT SYST'EM" M ISTS which does not meet all the location,duign and construcdon standuds of the curnnt Ocono hfunicipal Code but dou meet the three foot separation requirement or two foot requinment for rystems inStalled 1996 or earlier,and which is not failino or /''� an imminent tlueat to public health or safery. / /"NON-COMPLIANT SYSTEM" A prohibited TSTS;an ISTS located within a duignated 100-year flood plain,any ISTS which may `•� or may not meet all the location,design,or construction standards of�e cnrrent Orono Municipal Code and which is failing for any ceason;and any ISTS with less than three feet of unsaturated saii or sand between the distribution device and the limiting soil characteristics. TANK CONDITION f 5:7�: b � Tank inspection indicates: . � Pumpout not needed at this time. �Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 yeazs. Tank was last pumped °�-L6-q� ), � �Iake sure seatic tanks are numoed throueh manhole and not through white inspection pipes This allo��•s for the prooer cleanin�. 7 Inspection risers missina tanks could not be inspected. Inspection risers(4"dia.pipe)must be uutalled in each tank. INFIELD CONDITION -/Q : � 8 Drainfield is-dry,no surfacing evident. __- _ 9 Some evidence of surfacing,not critical yet. j =�s� � 10 Drainfield is saturated and visibly dischazging untreated effluent to the surface. Contact the Ciry Inspector immediately.Repairs must be completed within 90 days. COVfi1�NTS: p��;�C.e1J ;S nor,_ Cc%�.,C1;g,��- �,� r.v13- �c ��Alac�� ��/ l�-'31-Zotv �'��Q Sc$ �--� fi��+ -- �—S :���ck S�c�� �o --� -o� �� Date of Inspection Matt Bolterman— Septic System Inspector Note: In the event that this inspecuon rcport is used W satisfy the requiremrnt�for a mortaage or other transfer ofproperry.be advised that this rcpoR does not gua.�ntee or certify that an existing rystem will continae to function properiy�but is merely an opinion ofthe adequary ofthe system tttsder current condidons based on the availabie information. / j.. /' O / � � ;� 0 . _ O\ . � CITY of ORONO '�i� ,�l �t,�.�:; - ,�,; ���v�,� � �,. � ��� �lS�� Municipal Offices �� _-+ � ` ��' G � SVeet Address: Mailing Address: � ���9$EggO�'� � 2750 Kelley Parkway � � P.O. Box 66 � � ' Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: �n� (�l ���� � Address: 2145 Sixth Ava. N. Permit #'s: 151 Dates: 6/22/62 Contractors: LonQ Lake DrainaQe (This is [�j, an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 3 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. � Non-Compliant System: 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 saturatad soil leval ia [Xj or is not [ ] idantified uader this septic aystem. If the saturated soil leval is not ideatifiad, this classification is subject to revision.) ' TANK CONDITION (5-9) : 9 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. UInspection 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 One or more tanks are cesspools, which means the septic system is non-compliant. (Tha tanks are [ l or are not [ ] water tiQht or the condition is �] unkaoFra. If the tanks are aot confirmad to be watertiQht, this classification is subjact 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 age and condition, soils, etc.) : medium COMMENTS: The septic system is non-compliant, but does not appear to pose an imminent threat to public health or safety (surface discharge or backup into the dwelling) . The system must be repaired or replaced by 12/31/2002 or within ninety days of posing an imminent threat to public health or safety, whichever comes first. : � ��/� �. Date of Inspection Sep ic 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. Telep6oae (612) 473-7357 • FAX 473-0510 � �°� CITY OF ORONO O O Municipal Offices Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(;E TREATM�IT INSPECTION REPORT ti ��� �G 9�'Esxo�' Owner: �G11'1� / / SL" Address: Permit #�'s: Dateso Q��.-1�� Contractors: City ordinance number 100 requires that each on-site sewage treatment .system in Orono be inspected on a reg ar 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 [ 7 new construction) S�STEM CO�IFORM[TY (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 SYSTEM"-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 satisfactorily by treating and disposing of the entire current seuage input without discharging any pollutants into gro�d 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 snv svstem uith tess than 3 feet of unsaturated soil or sand between the distribution device and the limiting so T�characteristics. �(/ (The limiting soil characteristic � has or [ ] has not been identified at this time. If the limiting soil ,J" characteristic has /Wt bE@r1 identi IEC�� Lh1S C�BccificaTinn mav M st�6i2�t LO f@V1SlOr1 ) TANK COND[TION (5-10): � Tank inspection indicates: 5 Punpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accunulation 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 pun�ed 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 purtipout. If tanks have not been punped out within the last three years, they should be punped out now. 1 Inspection pipe is located directl over tank baffle (does not give accurate measurement of solids accumulation). lf tenks have not been p��out within the last three years, they should be punped out now. DRAINfIELD CONDITION (11-14): D�nfield inspection indicates: (7Y Drainfield is dry, no surfacing evident. �T2 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 SITE fACTORS (sloce.setbacks.etc.): i POTENTIAL FOR SYSTEM FAILURE (deaends on soils,water table,etc.): , i � COMMENT • , Date o inspection Septic 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 properlyi 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 premises with the system locetion and p�miping records. WHITE COPY/Inspectors Flle YELLOW COPY/Homeowner ` � O,�. CITY OF ORONO O � O SEPTIC SYSTEM APPROVAL `������ CITY of OROI�1'U � � �;��� �" M„�i�u o�a • ti'. �� �,� Past Ofike Box 66 '�� ���,i��G c�y�ssy,tw�m ss�z;-oo6s i"j,. 9k'ESHO LOCATION: 2145 Sixth Ave. N. OWNER: Daniel McPherson GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: �lund Septic �pORT DATE: ��r 8� 1996 'I'he City of Orono has Approved your on-site system design as of F�ruarY 10, 1997 (approved-disapproved) (date) with d�e following comcnents: /�� __ . / : ����� , THIS IS NOT A PERMIT. This is a.design .`�� m� �lan. A permit criust be issue d to a license d sep tic con trac tor pr � sep tic con trac tors is enclosed. yo� �,�� a,� NOTICE TO INSTALLERS: Any chang ��� " ,�rior.approval of the , l�'���'"11�5 Inspector (473-7357). Call for �nspection ALL DRAINFIELD AREAS MUST BE F Ly�[�� ,d fencing must remain in place until �nal site grading. Approva E� .ispections Department has verified that primary and alternate si+ NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, eatu��,�.,....o _ , _ ,.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these azeas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF RON By Stephen kman, On-site Systems Manager TELEI'HOIYE—473-7357•FAX-473-0510 � { ., ,re„�s{4 � . . .. .. . ' . . + . CITY OF ORONO �`� � , �. �� �;,,� �. � Municipal Offices �'�:� '�'��' � ~ Post Office Box 66 �F�" ;;•; : Crystel eay, MN 55323-0066 ;.'• a ON—S�TB SSWAG� TRBATII�IT 1.���. INSPECTION REPORT A =� , i r . � . . �y}fJ� ��„i �,, d �� � . . .' . ���. �+�� r�����> 'c 1` : � r�. , ��, � .� ..xN ,;:�„ r-� �y �t�: Xi,: t K . i Owner: �a n�� ��'l1eY'�, ^i, � _ �Addrerse Permit #`'e: Dates s� ����i�r4. Contractore s � City ordinance nunber 100 requires that each on-site sewage treetment aystem in Or be inspected on a reg ar bssis. The on-site sewage treetment system at the above address has been inspected and appears to fell into the category checked betow. , (This is� an existing syatem [ J neM.co�st�uCtiat}. . SYSTEM CO�IF�tMITY (1-3): - 1 "CODE SVSTEM"-A systeai which meets`ell'"tfit'locbtiori, �ipn;"�aiid ca�sfruction stard6�ds of the current City " Codes, end which is operating aatisftictoN ly by treatln0 an7! diaposing of the mtire current sewege in�wt without dischar�ing e�ry pollutants into graxx! or surface watera.. 2 "CONFORMtNG SYSTEM'-A system which does not meet all the location, design, and construction standards of the current City Codea but was 9nstelled eccording to the code in effect et the time of instetlation, and which is operating satis�actorily by treating and disposing of the entire current sewege input without discharging �� any potlutants into ground or surface waters. 3, "NON-C�IFORMING SYSTEM"-A prohibfted ,systdn; e systdn located within a designated 100-year floodplain; any system which may or may not meef ell the location, design, end construction atandards of the current City Codes and which is failing for any reason; brd ���q�� �ith leas than 3 feet of unsaturated soil or sand between the distribution device and the,limitinp so�� cneracier�ai�cs. --------- �i (The limitin� soil charecteriatic has or` [ ] has r►ot been identified at this time. 1f the limiting soil �l` characteristic has not been idenfi�+ this cLesai.fi�t,i.,.�+ tlX,.h�,.wh.Iact to Pevision.) TANK CONDITION, (5-10): , . Tank inspectiai indicetes: , � a ' ° , '' 5 Pumpout not needcd at this time. _: �:. ^ � := `•- �: ` .. , 6 Solids accunulation in tsnks indicetes th�y Ohoutd l�:�pe� out:this year to help�prevent future probtans. 7 Solids eccumulation in tanks is at a eritic�t'tevel `Yahks should be p�mped out as soon as possible. 8 System is discharging to the surfece. Tanks must be ptmped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4° die. pipe) must be installed in each tank at next punpout. If tanks have rwt been pu�ed out within the last three years, they should be puiped OUL nOM. �1� Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been p�mped out within the last three years, they should be pumped out now. DRAINFIELD CO�IOITION (11-14): ' D e nfield inspection indicatea• �' '"` ~+# �'r � + � �� i '�.a3.i�� .y,� .�t '��iy����'�i� �� ,; . , ? � ,��; 1 Drainfield is dry, no surfecl �ilV dehfx� � .�p� �+�t. � �! . . - � ` ' : ,' ,.. � . �1� Sane evidenee of.surfacinp, no� Cf'iti;CAl. y��y.� '� �" _ "� �. 13 Dreinfield is satu�ated end v1a{bly d4��NAM��1y�� 1t(�ted'::Ilf�lueAt tb�'Lhe �surfece.' Contact the City Inspector immediatety. Repeira musti bd coM�let�d Mi�hift 9�tlayss3 14 Dreinfield extent and eorditioh lNlkfibMn�' Y ' ;.:� . ' . �;1 . ♦ . . . .. - . . , : . .. i •t..•," i '.; .. . . . .. . ' . ' , .. . ; LIMITING SITE FACTORS (slooe.setbeckS.etC.)5,;.' ` � � � ;';>`t` •� ' PO7ENTIAL FOR SYSTEM FAILURE (deoends..on sotl�,w8�et���ai�I�t.ete )tG��} �,' � 1 � � .Y. . 1C . . I COMMENT • � � � ^ , � i ,r , I Date o Inspection Septic Sye m inspector � Note: In the event that this inspection report is uaed to satisfy the rcquiraments for a mortgage or other transfer of property, be advised that this report does not guarantee or eertify that en existing aystem will contirxie to function � properly� but is merely an opim on of the adequacy of the system under current c�ditiona besed on the evaileble �nformetton. This report must be kept on the premiseo .witb thr aysteni locetion end punping recocds. � wHrTE coPr�lmp�ctors FIIs '' YF1Low COaY/HonNowner . , 7 3 " l. : r ,����f��� OF S�E�''I'IC=SYSTEMS �tMAND�AT�D . � STRICTER E�IP'ORCEI�IE�1'I' , , . � '.rJw .- . "� -• � .>... ._.... .. ..... .. .. . p��"a�i�@ ^�`��� � i.,: r �.r* ��� . '' ". � . . � .. � �'' � \a1`::'hk 4 . .' ...,� g 4 „•�.:4�.. ?.,A" . .'`. � _. .: . �� `� the Ciry of Orot�o � Per the Minnesota Department of Nattiral Resources (DNR� mandate, . has adopted more stringent regulations that will force all septic systems withi.n 1,000 feet of designated lakes and within 30Q feet of designa.ted streams to be brought.into compliance. The DNR is requiri.ng ihat all existing septic systems meet recendy updated Minnesota Pollution Control A;ency (1�IPCA) standards. The City will be comprehensively inspecting all septic systems wichin the Shoreland District to identify those which do not conform to the new minimum standards. ; ,.. .'r w; , .. , ... ... . .,, a rovals for improvement or use:(such as building permits,'".variances, conditional Most pp use permits or subdivisions) of any property within the Shoreland Districi will requ�re that an insp�ction t�e .gerfo�rned to determine the conformity of the septic system. All systems found to be non-conforming must be repaired within one year of the inspection date rega�dless of whether you have applied for a permit, varian.ce, CUP or subdivision. Please review the map of the Shoreland District (attached) to see whether j+ou will be affected. � ` �., � t�Aw;' ��.E :,: , : , {_ The inspection with.in the Shoreland District will evaluate three criteria for septic system conformiry. The systems will be checked to identify. prohibited systems (such as cesspools or • systems with overflow pipes), failing systems, and non-conform.ing systems. Currently, annual inspections only identify prohibited systems and failing systems. What will change is that soil borings will be performed as pan oE the insn be we nr thesbottom of the draninfie detrench s requiremen[ tha� there is a three foot separatto and evidence of a seasonal water table. ;` ,. • ,. , �fost septic systems installed aftejr 1978,will meet the�required�.code. However; many s stems installed privr to 1978 will not meet the conformity class W ll benu�in the wesqhalf Y replacement. Inspection of septic systems within the shoreland areas � of the City this year• InsPection of all the systems wit�in the shoreland zones will likely require several years to complete. ; � _: -� �. - ,�,:; � � �y � '% '�,� .�,�:r,�+�'` , ' , ..... . .s j .,.'i � r Please refer to the Shoreland� dverlay Distt�ct�Map�attached'to"determine whether your propecty will affected by these changes. If you are unsure as:to whether you aze within the Shoreland District or have other questions, please feel free to contact Steve Weckman at the City Off1CeS. "'=a"� . ���.� ... .� cf�1.31�''i .ry, ,. rk r ".J� . . . S���P;`��`��`F`��d� 1 F i,' k ir, . �1l .. � . 5 , . . � �< � .�; t . . .. . .. . .a . , . . . 5� � . . . ; , . i3"#.� ^ .: ��t�:,,i „ � s .�,�#cti+� � . � �"}C�;`;.��:�:. . , i . : br` t ,.�, 3,�_y ,:.,M,.,�k.ti`� � ; �t,, ; - r ti`,�� . . . . . � . . . y � _�.. � �Ai"�1CY�1�F) . . �' • .1�7t.t;ari&'fi Lf�'il;�..1``74.�f.1..s_.? � , t T.. ;!� �"' Y � ,.-;_; � �^:br�� .. ' c�,� ; ,t��r�� ^7 "Y w►m,� ,.�,� ��r�. ,_, ! .'.� �{����'] '. . . . • �#°r'.,V! ♦�� . . , A �..1.. . � . . � . . . :'L�' .. ,df' .. . .ra.� . . , . � . CITY O�ORONO , , �� ADDRESS Connected to cooe SEP'fIC SYSTEM INVENTORY CARD M�^�����1N°� , �t WELL DATA Address Z/y.S— �� /`T v�'• � , Property(.D. Z7'l1 B�2.3 �� �DO 1 ,� I �'d;Stendard trench � I O Mound � � System type O Other Lepal Description ��Z�.7 ' B-3b _ � �_ P e r m i t N o. ��� Date of p ermit 8-ZZ-- fo Z Installer �.oiv`�i1 K�17nsiiv�..�' � � � I No.Bedrooms ae��° ° � Bufldi�gtype ��S/D�NG�ort3PD 3'�Vundry�_Dishwasher Disposal � � � t3 w�K c�ae�iri �► '7S0 z► -�cl� � � _ � SEPTIC TANKS:Materiel �,,,:��' — � � N/�s �Nsf' pi� � � 3 � Proper outlet and inlet Bafflea Liquld depth to RO level _ � � • � y E ! Height of tank bottom ebove weter table �K Dlstance to neara�t buildinp 10 C � Trench width Z � DRAINFIELD: Totel length of tl�ea Z�� � Number of�inet » `„ � i , Y �u � Total treatment area(sq.ft.) Heipht of drsinfield above water table [.�� � Q 1' u ( ' a v � Type of filter mater(al Soi)type 81 m � E � c Distance from nearest bldg. 5O { T�k�ize Perc�ate min/fn w � � . � � n � � Depth of fill over drainffeld .� '��Pth of rock ovsr tils undsr tils .� E m o d '� 3 _._ - -- Co, 12D, (o LOCATION PUMPOUT RECORD SKETCH INSPECTION RECORD - ' DATE COMPLiANCE , DATE . (3ALLONS /� . �.... . - . �- �-�Z-B•Z��n cu►�Fa«n,�. Nctr�b.� ' Z "��'�1�- T/1NK5 N�'r LtX/�f�fl EXl4CTt y ,y-/3-P6 NO Stt RFAu N 6 NaTEd Z-.,___ ,, :,�'�. � _.... . Y.��. Ti4NK oa/E LocR�Q�r y �-�;.::�, ..., . � � _ .�.�.�� ���`\ o ��.1� 1=�— � ►5 - � _'—_.. � �Z-�"11�n:.� - r -�--- ----- P�, � . � � � � " y � 3�d" � � �� ���b« • '. �..�..r..�.�. ; --...-�--- . � 90, �._-- --�--- ° Include: 1) Well Ixation 2) Diatance irom house to septic tenks,dist.box, and drainffeld C-CONFORMING S-SUBSTANDAHO N-NONCONPORMING • 3) No►th arrow and road • ... . . . . ,.'; Swedlund's : �... :. - ' .�„�„�, 9s2o La�c�cown�Road ,� c Chaska;�Mrit-55318 � `44�w5855 � �' I � . � l� : . ;��.:.�� w .� ,.,.-,,,,�:�_r��c� •- � , 1 __...._ ___wlN�lt�IC�--� - Date � �-�-9� T0• Job Addtgss . Daniel McPherson . ___._ �y ■-�r� �ry� _ amp _ _ . . ,l J � a ..�,.. ,F.iJ2.�".'�.�."i`�.."�J -'.� 4y .. .Gt�:i tl ~+.� � . .. 2145 6th Ave. Ntl� _,. ., ,., ,�r...�.,��-•; .��1 .r,.-}v ,-,.,, �, .d.,,.,� .•��,,-t. .r�. r .. , . �_z .�,A.1-�� � , ai"I;� ,.� �j . .�'t.i>.; ' '.r'te,-•w--'��-•�'y . . . ',.+. Lonq T.akP. Mn _ S5�5Fi 473-5046 `' 'T.*.f F iJ'r,''�° "r�T.t.! t . ��`:° ,;�, t"�'.' . ,, � ,._ Work�PerFormed`` . , . ,, . Amount � . ,��v. xt��a� ;, ,.,-•� , :,; . , ��, . BALANCE DUS UPON RECEIPT Service Charge of 1.5%per month will be added to all balances not paid within 10 days after invoice date. k � . � r '�.r� : : . _ � . � . �• +fJ"3�y tir ��+a�i ��,S.z�+T��i �+x �i`{%�- `.7:.. .. ' . .., _ �.'t �.f it.. �.. ;11�4�.di . . , {i �. ' . � ��',} t � ��K��������� �'�� . . . •'S'+� f ,., �b ,e�'Eh Y`j�1�t�p �.�t! 1:t t < ?� � . . � .. ��,���1 q iJ '�� ��a�t��1�� 5 �a�yy�j � � r # .`��,� f . 3�wF3 -�i� �,ri � .x���t�Y .� d . . -Zv.- < � ,: �r '� �,�7 � , , . � 5 _• �� '' + :... i�yf �i � + .' . v� H ... ;F ,� ; x .•� �.•* , + _ ' v�frrr �w � ?x � , f � � e N S�,y y i"dg s:'� � F �-�A•.J�= �.,j{� "T by �'����� . . . M i' 1 .. :. . . .. , ., . , . ' - Y � � t .�..� , . ' . . . .. � ..:;'.. . , ��� . ' . . . ' r t � � F } �_ ,: j i . �� a1)�y*•�J�-'.�'�rj,�'��K� y p r l:� i • �'+`S t � r s � 7$'R`�����fi0.�',`�i +Y';�'a�'j�,���+s�'�'�g.ytvy 1�1, •�5 t �4. a.�_ �'��r �'�. r7', �Y bATE s��.� ��T`M�d��4 9� =''fa„nt'� 'K'�� �.�', . � " r,:•" �:��t r� .� .�;q. i �. - b . � � i . � ��. � � , �� �y� t �. r - - 4� � �'�yf,�'.�J� � l �-�4 t �! 1� � .'! ,�w�:�H + J "IJ. : . . ., `- � We hereby submit sps�Hic�tRDri�ghd�Stift� :�C���'��; �'�Xt� ';�� �� �';� ��i�`�" , .": ` , -, �.�x � ,�1 �%� .j,�l' �4=,'�.'�,�"�jM�K A" K�'�,�.+ML 3:.. ��4�tir, �.. t� r. ,, , � , . '` ,�rii `t`�1� '�.��,��k .a+ �41"a��v��'p,�, �A'.�,�l�° ��'�:`'Y�`�,2�`�j7`{��1 �l�t'f` . . k �::'� f l.'r�'` r • . .. -, �t. O . . � . , . -,ve � :� .r W :�,.s .Y,i t�.�., �. ( � * .r .. �... .., . . � � � '� f��>�.���' '�ft 'w""',,':�"���'t: ,�'1"` .'�' °k.:'.�,q.k'`�'�'-.�,,k` '�F�,.;�� �39yt"�, �-�'..7�,� ������1 � ,,�y , ee tiC u '� .� .� d .�pa i �.. , ,y � �: , . . . . . .. � p t r.'{�tk r a+�+������1.� ��a�' a��T �niKr �r r}.-�p:r` ��,�,,r r ,M y - . n�a ter i al� ne e� r .�_. o ", �,'; � � � `�:�� '� �n�L::,�riclude . . �:a,. �.� 1 .-r.. ..k! 4:. ��.•+s.:,+r��x�_ hr^"�. .�'�• " t �•�.p ' • . . _ i� '� 'd.�� �.'',��i.xr� rr i 1�4? fi �i�' ri,�r r� �;i > al�S,, he electrici' � e �'`� �, � �. § � �• t�r � r� t.� t � �-- md a� �h� , � . . . .;•Y ec ,�-!'�+ .�w•. zht;:��:•+� � , . . . .'. - pun►�a chamber. Yard ro.toration-:��rfl,l; b� �hoa�a�ow�er��s �reaponeib:iiity. � I �" � . .. . ,i i�.," . '_ �� ai� .:d ' . . . ��y ���Y .Sj H � 1 L t� � r`1 �J 1 � � ' . j� -�,��}' �j �� . . !: ���� /{ �Iy��lif�ll �"Y.Yr� - ': . . ..�M ..? 1x i �r y 1 ... _� 1 I .�: ,.. P * Perc test, bori,nqa .�`w.pap��a.:°e1�i�� n;are ,�.�ot �ncl�td.d' in- �hie bid.� - �=s � , . . I.; Y, i + 1 .;. �.t' ';�', , ,�.. ; 7 .1� ,:'Y �;. . , , ..i �. 7 �� } �'. �y r ,.4 t e �af� .. . . � § y !b Y-�:�i,� .`,: . . . �_ ":�'. -',G�Ft n : # :�,.�.�;' i ti..- r .;t , �vu We propose hereby to f um(sH materrial'�nd:IabOr btiiftipl�tA Ifl�;Bt�td���tbqv�'e�f�11�"'t�th���llfn Oi . . . . . t. �.��:..i � ..;�: i 4 ��i. . . . .. . . ) Ten Thouean�i Five. Huri�d�d�,��t�4A', �' dolla�($ 1QrS00,OQ ) Y 1 ,; , �, t ,_ ,. . . . 4 1 � W v1 7 /�4. � 1 ! y ��� ��l + Payment to be made as follbws: '# °�6�' t ' " ' . � . ,c`��il *�a ,.�, yY i. 'i �`�� � .i �.t v � . � ���� � '� 7 + "� ,� �,- � s . � � -: r r r x_ . . � . li+ - � !1 � ►'N�' � i � I t Y. � � . - � :1: � ' . . . Any deviation from the work outlined in this pt�pos�l may bo.Wlf r �rt g H`hot so d wit � ays. this proposal may resuit in additional charges. Authb�ized SlgnatUre ACCEPTANCE OF PROPOSAL--The aboVA 8 H�Catb[�s �'�� p� .�� �,��i'�t t*�,cc�r / and conditions are satistactory and aro her�by 8ot�i�f�itl,Ybl� �ii'f ;� ` w,; � � .1 authorized to do the work as spee'rfied. payment�Will�bA 1ri�lgx� ;��� outlined above. � ` r `� , r Swedlund Septi�Seivice • 9��}.�et,�i�, J '� ��i�,�T�5318 •:442 �855 v � . {,,,,,,.,, � , : x ��3.t;�"�.qlw'�aj�.3;�!";'• �s?"t�Ty.�,{,�,i�s�- ��� f � _ �`'� � �;�i °:r . _ ' . Y`..u�.��a�f �� � �� � � '+'{ � F Tn`�i���'7t��'��1 ,�j��� YI�?4if{�y�l^.� +�r't,LN'T' e*rF�G' �,� ,,+ �. 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Y��. � ,A X: � . �. . t� J. } . . . ti. . .�� � _ . , . . �...; .�;�• a t �'�" •a�� r f r � ... � . . tx=(�����P ..�,.., •,�'+y � '���}���r , k, �+'` �, i� ._ :i ,e.,�� ,`e . y£1� � � � A �� t��$�i 1 S r M ' �. (_ ,,! , . i R �' .SYi' . . . . � , $`. p � F adx '�`^y fiG�y°Y4 � �',��'i •-r� '�,�i r'"'. �i�'' �.� r ry�.^y.S� �:� J >'.e� r,�y' p � �r, , � � Swedlund Septic Servicei.• ��*�`�lia����IVI��$5�18=�, �2=5$�5 � � , .�< �� ; , - , :.�, ,, . _„��. �.. �;_ �. - �.. ' , . . �' .�s sr a ���1►✓������� : �— - I SWEDLUND I . . , f ,, • �, ��� : � ;S� ;�1C o � ,��� . . � � : , t ��Y �� `Ser�ice A- - . . . . ' t ' I'ti, t � �1 � .. .. . � ),'• xi� �/ . . . . i'� :';,. ,:j, � . : .�� ' t� '.,r t �t.i. , .. . � . . §,'`. . �' � ,.,�ec�mber 8, 199b �� ' `�; . '::�. . , . ;: r - 1) �.L�_ .. ,';C:��'1 t�r AS�D Il s �. ':,r.,t.,;,.�{i�.;t-�u.�r...w..�u.�.r�uak,, �... . , � t:�.�i� ��th :�ve. No�.�� , , �, � � , ��.y ��, ,t� Lake► Mn. 55�5b� ' �' r: . . . , , ,;.;, . ;. ,. . . , .. ,.:.., . . . ,. , ;� . .�;;; ,; . . ., , l;e:- Septic System ��it'; �14a 6tih Ave.� North � ' . - ; • ' �` F. ��� �, � . r : `l � ;�`w�� [; �� e �.�-A w t �:1 y 'r �t • �.•� ., . FtW`� V� Attached�-,.is' the,���r�tic '��C��em��d�a�i'��� �'c�r `a :,r�sid�rttia�:�'. �� - four bedroom hota�. , rTh�°�"�tyQt�i� °�on�ti$ts; of t�►a';�:1;400':.g�a1 . E,.recasL• taiiks a�d a :1004 :�qa1.':pump;`ehaw2aer. `. Maun;d'' qu�ritities are: '18'7�'T.�Bandi' 26 .T.'ro.Cl�.i '.:120 .T �top�bil� and 68 T sand loam. ` . :The` �.reea"nox ,J.oeated in ::the , mound area mu�st'" be �'emo�+�� by�.:hand, ��tumps�'wi1:1 �r.e- , main being cut fluah`�wi�h`'.,gro.und.. %. i�o :�ompaction of s��i1 can occur duzing� z�emoval;; ` �;. .. � t ��.�� :�,1 . .. ���I . T.nank You, �' ''' �i•. .. �_';k Y !; "� � . °�`,:.� 1 :.a � � T . �..�,�.3 i, .. ......... -... .� �.. y'a'a M1 _ '��. ��� .��. '1��f1 i'4i { N'+ '{� '�'' :a.�'�ltT V� .�� �'.n.. . t t.' L y ,� k R � �C, . ' ,.J .`_4 ' , \+ . `'s � ___�..�° .. ,7efi= Swedlund � Swedlund Sep�; . �.� c:�z- '� , �. , . ' ;.� :f1 5�', <M,y��; . . -. . . �. . F��,. � x;�� . r. '�� ,vt,:�w •" ,� 'r � .:'f+ �F� -� T ._. . _. . � � �� ' �f - . . . .'"T . �.a ��'`° ; � . ' ,� .....� ., ... � � t . .'.. 't �.m�.en,,.o'v�•T�rc.'` . � � 1�i�, � ,.�.Y�.�x - _ ��� :� , . v . ; - - �r _M, ,�.-...�� � .- ___ � ��-s Dk/�//� . �is _ . ' . ��-�� � � y....4 �a . : � t. _r . �� ..�. � _ �� , . � � - - a, . . �8 N._. su��?,. _. � � � � _ _. �i �oR �Y��Roy�'L � � . . . �,� .., . _._. _. �. , �1.. . . , _ _., ; � . ,�a;`3 � � .. Swedlund Sepnc Service + .;.���,s�<�x�t:;rr��� �<�:��� 4:';::�,����,;.��.,�:;��a_. _-... � . r � - �_.. < r r �,. � , � � ���� � � , . '��, '� �'�',�3'�. ���J�'��1�#�tJ��`_.._."` _ . ...�. I' L .���,,,,�, � .,.� m.��..�-�,:�".." ■ ■■.■■.�.■■■■■■■■■�. .■ _ ������w����������������■ �__ ������������■ ■��■ .� ������o� ■��►����� ■t� ■��■ ■ ■��■ �1�1���w�u�� �I■ ■��■ ■ ■��■ ���.�{�.`�r�:0�����■�■ ■����■ �vi,��■ ���1�����,��������� ������ ■ �U\�..'��l����.����■����������■ ■ �■�������ri��\►.��l��!�►yl�����■��■ � ����������������r�►���������� ����`V�i������,������������ ��� ����11����7��ii�3�i����� ��11 ■Y��II���C�!l��i��i������ ■ ����r�l�����1���[.�Si� '-������■ ■ ����l11�����1����/�����r����� ■�l����wi��d����� ■�■�■ ■ ■�����i�.. .:�v�■ ■���■ �":'�' ■������il���i►i���������■ ■�����I I���C����������■ ■����■11■ ■�� ■�������■ ■ ��i���ti�■ ■�� ��������� ���n���■����■ ■�����■ ���ri�����������■ ■�����■ ■ ������►���o������■����■ �iu i����������������� ■�■ n ■v��%����!���\���i������■ ■�■ -- - ■��r� ■����N������������ �i r���_���■����■�������o� .i� � _�� ��:�; ■r���������������� ���r��\���C � �� �%���������i��� . � ■�a ■..■ ...���������������■ ■ , ���., ■�i�i������e����� ■���� � � ��� ������■���■ ���� 1 � ■ i� ■���������� n�� � ���������v������������� , �� � ������■ ■������������� y �■ � .���s�■ �������������■ � � ■�c �����o��■�������������■ , �. ���■ ■�����■������������ V � a �_;�� .■■■■■■..■■� ■■■■■■ � �, �������������������� ����� ������������������������ ������������������������� ` � t—ly . � a��� ' N �y. �� � � ; � ; � MOUND DE�I�NY � � � ��"�`� �k � � ` � �1lY�+' � 'i . ' (�V'�r�o���. �° ��k��„;i7j �t S . . . . . . ..� .�(vAS.�Es'+.� t �x"}''y t` . . . . , .. A. FLOW "h��,�'��"�..,,�.�� �.,�,:� t,�: D-7 � amu*en scw�a[Row��w e�uorf ra o.. Estimated �O gpd �See p�ges D-7�or T`-�.4.5), „�,,, ,.,�d,�„�• or measured gpd. . �� , a � s - 2 � �Oo i!� ��0 Wf 00 � � � � . � . . . � . 3 . 1!0 ]00 �t���� '� � aoo an as '"""' �. B. SEPTIC TANK LI LJID VOLUMES �' „' •" ,•• �'�`. Q �� .s .: wo us �u 1 r` . ; �;, � t ` iaeo �oe »o @ �'--/CG'� d _ gallons (see page��. 3 or C-5) � . �� .,s .o. �.�..�. .. _ . C-3 C. SOILS (refer to site evaluation) � ' , :�.t�� T.�.c...��nE:,u� a�«oMs r /�� ..` .. ' �. �' . �UOuo�c..�an 1. Depth to restricting layer = :inches '""'"� � ""'"' "'"°'"'°' ..roa. uar.u..a.. .u.o.., 2. Depth of percolationtests = : �!�" _inches `, . � .a�,. �.. ,,.� � .a. �... ,... 3. PercolaHon rate ' " m 1,�� � � ' ,} t,' . �.; , .�� ,... ,.�. 4. Land slope . . % � .:.a. .... �.., ' s__�; , :7�5�'n�q:!:; � �t4k . . .. . . . . . . D. ROCK LAYER bIMEN�IONS.��.°�`'�%� � ,T -. . � '.�. � ' � : 1. Multiply flow raEe`�y 0$3+���yti� t� " ` ire�of�xock ` ;: �'ai���.�J��4{11s ... h�� ti �t� . layer: A z 0 83 - ; -� .,�; :� ,p ;. � ��a x��.�.� ���= y f � � � ` � 2. Select width of'�"ocic�l�i� �� �t��'�f .:Y . 3. Length of rocic laye���are .� :¢ �:��`` �'<' , ` y Y � � s , SqD sq. ft..+ 1��'�.�'f�.'��v C� ft. . �•'� Rock Bed . . . . � , •j�p J•tN�HI•!•� l 1•t•� tid�� �•ti•ti•ti•ti•�•ti.ti i�ti• •r r•i�r�r.r•r•f r• r�•+•r .�.ti�� ti.{.ti�•;•�.ti{ti.�•�•ti• idth 510 � I t 1'•IN•�•r r•�•!•l•�•r�r �.ti.�.�.�.�.�.�.�.�.�•�•�.L•�• 1 � •HI.j.�.�•j•f�r�r•1•I•r•r•/.f E. ROCK VOLUME . ►-- L�,Bct, 1. Multiply rock area b�!�,�oCk� ep�tt�t #���.Q�,�.°�% �- � [y ,. �7 � a , , � . �t -.a� u , , , . � �����..5��1Lld����`{' . r Lj. 1�� �+'� ~ _.�. i' ��'-� f ��: ' '�) � ` � i �� s�' V ..��ai�����M�«�hT` �r....�r, ..yw, eN ..:.q i . 2. Divide cu. ft::by 27 rtii,f t�/ � F , #k �� tT.•,� ti, . q.... 4' 1 4 �FkF�� ,�i 'r { t,i .� n��'�!����d' '��' �� : � �v�� IlI'�:T}�i/+ ��~Y{!'{�dri��i,�; �.� r .� ��!�� ., . , 3. Mu1H ly cubic yar�is�byaX:4't�rg���tn+eig�tt of.xbck ui�to'� i@,��`��."�h '`` '�� z` r1 , , P �c� y a�,. -., r t : 1 �.1� �y��i ' ,��.a+• Y�, x 14 ton/cu�Y��rt��VF��b � �[��ys1tT1�'���� +;,t�f`�p`! .s^ t . . � j A :i.yt�-� .�,. ..�T . . b 't.:,,<: l t s€.� _..R P".... '�r„� :^�} -''_I . ' > . 9 . , . ,7;,� .;S �:�d:: .�, ti:: � ., .:(,, . .. . . F. ADSORPTION WIDTH 7 : . ,. � 1. Percolation rate in,top 12 inthes pf soiltis�,�m�i ` � � ' �E-16: . 4► � � 2. Select allowable soil loading xate fr.om table on"page E�16; ' ���+��a��«��•�•' _� $pd jft2 `: . - ....w.. ...,.,�...�.�. '.::. ...� .y..: .�.., :'�.'�-': i 3. Calculate adsorption width ratio b}�,ai��d�g+rock layer,:,,.' . . : . .. . ..,. , �. �N :.....�. '�.» ,.. loading rate of 1.20 gpd%ft2 by.al�owabl+�sdil loaduig-rate; �e� ; :,.N ;:;; �,� I . �/�.H�"• �.N �.��.7! . 1.�7 � f.�f 1.2� gpd/ft2 y�BPd%ft��.�"Z.`� ,.:;" ' ., .,,. .... ..�. _ .... ... Check this value on`page E-16 ��; 7�� ', ; j , , 4. Multiply adsorption v�ndtl�r��,�d b� S<1 _e�'3� `dth,,�o�et�� �� ;t"`i � � �, �� � k 2 � ^� e � 3 required adsorptian �idth; '� �y� ) h �"� � � ��;� � ;�° �� '�� e „ � i� � � /0�.��y��,.,�y�`+�� �,• � �}��"'�`i�i,��� �s,�;�'a;���r ,,��. t ,_.�r� ��' .�.t.; � . �nti� �e.�, � '� x ��° i,.� ��s t.......arrt 4L��a ',.�`�f � f '�. '�i°_{w�er :k-�. `:t � � Sr.. +4s.: '^.F.t`��` 6 v?. �, x '$� ,�� 'af',ii� r,,,;d'�RS'� t i��t f ��-� ..� �c �� J '�i:" �t��''� ��'� t��1c�� '�.'�.w ,'�i#.i�'�. '�c .:i T '.Jr'�' ;. '�.�'' � � E 'Ty�,� }� ,�.J.�I+ .145. �. 1,y�T ,,U4�� ��*1S� ` j1�r�.}: � �'cY" .�` � �'�y "�sfi .. �' � . . ..+�..�sa.y�� ����"�'+� fi��T��`�' +Y..�.�.i�w,t,, . . . -� . y. � k ����3a��9� .. ���� w • � � ��; � , r , ?�; t�Y, � r,��.:., , i , �r:�v� � s � ti � � , ',t ` f s�t t�t-+���z"g+�,2Lr�uJ:��' f k��rr:� 1S�M� '''� �.�'` � � . . . . . .. �i': i t,. ":�' .# i� :3 ':. t.�'". . .�i :. . .. . .. � : (..3,.�: .. -,.. .. .. � a, JA � DOWNSLOPE DIKE WIDTH i. If landslope is 3% or more,subtract rock layer width from � adsorpdon width to obtain minimum downslope dike toe .z�.� ft-,/2 ft= /O feet 2 Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation _�_feet b. Multiply rock layer width by landslope � r.o�c...� to determine drop in elevation; � �e•t Ro •a Slope Di�ference s.o...uea r.•� �1.�� x�%+ 100=�feet s�ep•o�rr.r•�o•� t uos oo w�etn c. Add depth of clean sand for sepazation(2a) '•�� R,�k e.a w�e�� at upslope edge,depth of rock layer(1 foot) to depth of �L u.� oow�.�on.w�e�� cover(1 foot)to find the�mound heighf at the upslope edge r'•` of rock layer, �_ft+ ift+ lft= � .., � , , ,�_fee - , �� - _ . ..�;��, d. Enter table with lattdslope and upslope dike ratio. Select dike multiplier of 3�S" e. Multiply dike multiplier by upslope mound height to find upslope dike width:,,,�_x,�_�=�Q feet f. Add depth of ciean 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; �ft+_�ft=,�,._q,,feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of �� 7(r h. Multiply dike multiplier by downslope mound height to get downslope dike width:��x,��_�_feet i. Compaze the values of step G.1 and 5tep G.2h Select the greater of the two values as the downslope dike width; �__feEt uos� o N�atn £}t{tx . y } j. Total mound width is the sum of -�!�•� ,,. ;:.�t z,>>,.<„ �>,����.��,j�.x.:,. < . . upslope dike(G.2e)width plus rock : ,,0e s..M,.��;,� <, ;; �;�.. . layer width(D.2)plus e �o:�oo.w�e�h `a` x u.��a .:�.�A 1tZ n•� downslope dike width(G.2i); ; � <�<.� -,�„y4 > �ft+�ft+1�ft= ,��feet . ' , f � ' , ,. k. Total mound length is the sum of ~ ; , o""�."'"'"°f>`s'¢�$,� ,. , , u.i a3�.��� upslope dike v�idth(G.2e),plus roc�c�lay�r t ' ` ` ` � � . •e. , . :t�. �. .�;6 �. �. �,�� ••-t i�..:, do�D �YC f k� '4 .n�yi,2 r zj�*���>i'�Y`�"x<�r�.yL,,c :�c .. length.(I�.3)plus upslope dike wic�th�G.2e); , : � N �+4�+t f r� ft+ ,Sv ft+�_ft= � feet ret.�unoin ow ope ps pe 3:l Lf S:1 kl � 7A ��� � kt � l•1� ' S:t � &I 7:1 � �:1 . � 0� fA l0 SA 6.0 7.0 SA l0 S.0 �f.0 LO �D 1 3D➢ U7 S.7f 6.31 � 7S7 291 �� � I.� ' �J6 . 5.66 651 7A1 2 �.19 �35 5.56 6!2 �.It 2a1 7.70 �:SI 5.3� iU i.90 � 330 451 5.!! 732 l.16 275 l57 t.35 SA6 5.99 6.�5 � 7A1 �7i 6.S 7.N 9.7t 26! � 1.17 �.N S.Y f.06 S 353 5.W i67 157 10.T7 ibl �.00 l67 5.19 S71 i 7i6 S.7b 7.1� 9.31 120Y 2.51 3.2� 3.lS �A1 L97 SA1 7 »0 556 7.69 10J4 iD.f]' lY 3.12 �.70 1.21 l70 S.13 ! ].95 S.!! !3J US� 15.91 2.Q , l.m .�57 �.OS �.N IY 1 �.11 6.25 9.01 13.W �Il.91 -i76. . 29/ � 3A5 � 7.90 � {.30 � �6S � . 10 �29 667 l0A 15.00 Zt�l 231 2�6 3.33 7.75 {.12 tM 1! U! 71{ 11.11 17.65� � �0.l.1. 2t6 . . . 27! 7.27 3.61 �.95 {26 .. LA 12 �.69 7.69 1L50 21.Q U)3 2I1 270 �.t2 3.�9 �.AO �A! l�.y t-ly MOUIVD DESiG1Y WORKSHEET (For Flows up to 1200 gpd) A. FLOW D-7 . mn..,co strroc nars n�rx�f ra o.. Estimated _ �G� gpd (see pages D-7 or 1-3,4,5) ,,,,.�„ ,,,� „„�,,,�,K�. or measured gpd• °`°"°°� ` � II = � ! �00 !tS ��0 iOtt I 1!O I00 =1� el � �00 77! !% •ww B. SEPTIC TANK LIQUID VOLLTMES : �° �n � �'�I. . ,� .� �,� � � ,�'--/c.:'�-� p gallons (see pages C-3 or C-5) ' "°° "' '°' ""'"" C-3 C. SOILS (refer to site evaluation) sEP,�� T.NK ��.•��nE:, iN a�uoes �/ ua�o�...e�. r�a w�w wrw wr.w 1. Depth to restricting layer = inches .�,. ��...�. o�..o,.. 2. Depth of percolation tests = /z— inches .a,... ... ��.. 3. Percolation rate mpi '°"' "" "" ��. ,... ,.�e 4. Land slope % ►.��• ,•,• �••• D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = � gpd x 0.83 sq. ft./gpd =5�� sq. ft. 2. Select width of rock layer (10 feet or less) _�ft. 3. Length of rock layer= area+width= ° �} Rock Bed I �', �p sq. ft.f �� ft. =�•a• •t 1• •f•t r•I 1•r•r •1•♦ �.;.t. �.ti•�•i•ti•ti.tiFti•i ti•ti• , � •t r 1��•t•I•t•l•! r• •r•�'r• L i. ti ti.ti�.ti•�•�•ti•��.ti; idth 51P 3.'r.��3}r•}•r r•r•r•r•i.r•r ti.ti•+•ti•ti•ti•ti•+•ti•+•ti•��ti•ti•�• .�.f.r.r.r.i.r.�.r.r•r•i•�•r•r E. ROCK VOLUME �--- I.ength 1. NiulHply rock area by rock depth to get cubic feet of rock; So So� sq. ft. x / ft. �� cu. ft. 2. Divide cu. ft. b y 27 cu. ft./cu.yd. to get cubic yazds; �O cu. ft. +27=��cu. yd. 3. Mulri ly cubic yards by 1.4 to get weight of rock in tons; � /��cu. yd. x 1.4 ton/cu. yd. _��tons. F. ADSORPTTON WIDTH 1. Percolation rate in top 12 inches of soil is�mpi E-16 2. Select allowable soil loadin g rate from table on page E-16� �+�+�+��b�►mawuu■ou�nu�e= _�L &Pd�f� � ..�.�.r...� :.w, ...�. .�,... .�... �."�..'"-: i 3. Calculate adsorption width ratio by dividing rock layer ,.,. , ,.N ..M �.» ... loading rate of 1.20 �pd/ft2 by allowable soil loading rate; � '" "' ,.,,� .... .... �.':- 1.2� gpd/ft21 �&Pd�ft2= Z. o� :: .,. .... ::;: �:; ..., �1�.�i0 �.�� �.N �.N �.0� Check this value on page E-16. 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; � � �O x Z ft =•�� ft ._ _ � �, :�,��,,,�.;�.. �_ : , ;�,�:, . , t-ly ' MOUND DESIGN WORKSHEET i (For Flows up to 1200 gpd) � D-7 . A. FLOW j Estimated ��O gpd (see pages D-7 or I-3 4 5) a"""""'"°"`°""'"°"'""'°"" / / NlMf11 I�K 0/�IC7�OfNC(� ' or measured gpd• "'"� ` II � � : � � ,.� .� , � .� � :�. .� � . � ta0 7T! D� •�w �n '� B. SEPTIC TANK LIQUID VOLUMES � ,� ;n � T�;I. f � �Olo ��00 370 @ I ��-/C��� � gallons (see pages C-3 or C-5) ' ':°° "' '°' `'W"'" , C-3 � SEPTIC T�NK CA��CITES, IN CALLONS C. SOILS (refer to site evaluation) i� �� � ��� 1. Depth to restricting layer = inches .�. ��...d.. .�..o..� ' 2. Depth of percolation tests = /� inches ,a�,.. �.. ���� 3. Percolation rate mpi '°"' "" "" .�. ,... ,��. 4. Land slope % •.��� ,••• '••• � D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock � layer: A x 0.83 = ' �-�gpd x 0.83 sq. ft.lgpd =S��sq. ft. 2. Select width of rock layer(10 feet or less) = /+n ft. � 3. Length of rock layer= area+width= Rock Bed ; —c� s q. ft.+ 1�_ft. =-S�O ft• . . .f. f•r r•i•��r r•t•r ♦��ti.?�.�ti•�ti•��•�.�.ati• I ..�'�;:ir���:tir�:tif�=ti�ti:tir4:tis idth 510 .i:�•r•�•7�r•}.r. }r.r•r r•r .ti.s t.� ti•ti ti•t��,.ti.ti.ti.L.�• .r.�.}.r}.r. .f.r. .f.I'•/•r./ E. ROCK VOLUME '�---- ��g� 1. Mulriply rock area by rock depth to get cubic feet of rock; , So� sq. ft. x / ft. �� cu. ft. ; 2. Divide cu. ft. b y 27 cu. ft./cu.yd. to get cubic yards, �G� cu. ft. +27'=�_.cu. yd. 3. Multi ly cubic yards by 1.4 to get-weight of rock in tons, , � /��cu, yd. x 1.4 ton/cu. yd, =��tons. ; i j F. ADSORPTION WIDTH 1. Percolation rate in top 12 inches of soil is�;mpi, E-16 � 2. Select allowable soil loading rate from table on page E-16; ����ma���^u�°°�°, ` ' �{z` �pd/ft2 � ..�...,....�. I , '.M. ..�. w... .�... �.'�.: � � 3. Calculate adsorption width ratio 1�q'dividing roek layer �, � �„ �w �N „� ' loading rate of 1.20 gpd/ft2 by allowable soil loading rate; � '" '�" �C#'� .... ..�� ' 1.2�gpci/ft21�BPd�ft2= �'.i� :: ... .... ::: ': ,.., ., .,�. ..�. ..,. .... ,.. Check this value on'page E-16. � 4. Multiply adsorprion width ratio by rock layer width to get , required adsorption width; � � � �O x z ft =�� ft � ' -� �— ' ;;�- � ,�� �`�-`` I . . . . �A�. . � . . � ?�'��T� .. ' . � i 1 r • c.; • pRESSURE D[STRIBUTION SYSTEM 1. Select number of perforated laterals � 2. Select perforation spacing = .3 ft. 3. Since perforations should not be placed closer than l ft. to the edge of the rock layer(see p. E-14),subtract 2 ft. from the rock layer length. �o -2ft. =�ft. Rock layer IenRth - 4. Determine the number of spaces between perforations. � Divide the length above by perforation spacing and round E-17a down to nearest whole number. ..„ k,. ,:. . "' - F �,ti,: ; , , �, .: , . . , • Head herforadon diaaleter iiith�s) Length perf. spacing =�ft. + .3 ft. =1�spaces i.o� o.sb o.;a (3) (2) �s o.90 5. Number of perforations is equal to one plus the number of 2.Sb os9 i.ii perforation spaces . a.o o.9s i.se 4.0 1.13 1.4i �/ p _ /_� p � 1.i6 t.b� / S aces + 1 — erforations/lateral .ux tA foot of F,ead Eor residmtial systems. bUse 2A feet of head for other establlshments 6. Multiply perforations per lateral by number of laterals to get total number of perforations. E-17b �W�iw�Y�wr�f W jdw��rlr�lr� . -�— x —L� -�S� erforations. '�"`"` ""� latenl� peds/lateral P �'�'� inCh 1 u1Ch .Oinch 2.S 14 18 28 7. Determine required flow rate by. multiplying 3 3 i2 ib ?s number of perforations by flow per perforation a.o it is i3 (see page E-17) s.o to ia 2a S/ .Slo �r, x �,��,.r�-SSPn'• E-?5 ,W.e,.,.w.�a e.,e...�.�..,.��. �. r �,, , `7!Y 8. If laterals�are�coruiected�tc�he�der�pipe as showfi�en page'E- ' � �' 15, select minimum required lateral diameter from table on �,,..Y- page E-17;enter table with perforaHon spacin��nd�umber , . ,.�''' �"' of perforations per late al. Select minimum diameter for � t/''� perforated lateral = �I �Z inches. ' E-12 �—^.�.�-z�se•�� �.,r... 9. If perforated laterat system is attached to manifold pipe near � ,,..,�,,,..- tlle center, as on page E-12, perforated lateral length and -� number oE perforations per lateral will be approximately one ��"""`�� ••.�� half oE that in step 8. Using these values,select minirr4um . .._ . �,,,. `_ diameter for perforated lateral from page.E-17 as �1 �l�- • inches. �, PL1MP SELECTION PROCEDUIZ� A. Determine pump capacity: Gravity Distribution ENo PERFatATION OF A PERfORATEO LATERAL 1. Minimum su�ested is 600 gallons per hour(10 gpm)to stay ahead of �c,a..co�.. water use rate. "�--F---� ; ` ToDwil 2. Maximum suggested for dclivery to a drop bc�x of a home system is 2,7IX) � =-,:-�- , -�--- � �,Lo w ol Geo1nIH�Fabk la lov• gallons per hour(45 gpm)to prevent build-up of pressurc in drop box. : ��„sa�e►�.. � ��K�ew•o��,«a,�.��.�.d .��e,�a,«��,aoe,� � �'y('����� f'1»�-Perloralion O�Iq�d 1lorveMolly Pressure Distribution L�t'• c•� z`� uno�o r+eu. reo 3. a. Sclect numbcr of rforated laterais ;'�:a��. � ��-�-a Leo�t 12'�o Edp� �' �Droin FI�Id.Rocl�}- ��.,.,:.�� al pxM Loya b. Select perforation spacing= ft. ` --PBIwo1bM lAculed ol c. Subtract 2 ft.from thc rock laycr length. c,w���a�r.� B°"°^�°'�°'.�°' 2ft.= ft. _ . . . oc aycr ng� � OrI01no1 Soll Roparlr Scanlied � �,(qre Nlachq Sand Loyer . d. Determine the numbcr of spaces betwcien pC�'ftsratio►ls. �� . ; ` ;'"' ' :`" '` ' . " -�� .- Length perf.spacin�= ft.+ ft.'= sp�7CCs � TABLF.OT PGRiaORA710N UISCf IARCGS IN CPM e. spaces+ 1 = perForations/latcral ' f. Multiply perforations per lateral by numbcr of latrrals to rt��d Pcdoration diat�eter(inches) get total number of perforations. x - rforations. ��" ��� ,�f��.T. �.e �e�.i- � 1.Oa 0.56 0.74 . 1 S 0.69 0.90 � O' perle X SPT SPm. . . �2.ob Q.� �.� � 2:5 0.89 1.17 SELECTED PUMP CAPACITY28/Z m 3.0 0.98 1.28 8p 4.0 1.13 1.47 SA ].26 1.65 . B.Determine head requirements: sUse 1.0 foot oEhead for rnaidentiel systems. ]. Elevationdifferencebetwcenpumpandpc�intofdischarge. bUse2.Ufeetofheadtorotherescabiishments �feet - 2. If pumping to a pressure distribution systcm,add five feet for pressure required at manifold �_feet 3. Friction loss �'��"g�h a. Enter friction loss table with gpm and pipe diamctcr. Point of Discharge Read friction loss in feet per 100 feet from table. F.L._/S'.S"' ft./100 ft of pipe . Elevation Diffcrcnce b. Determine total pipe length from pump tcs discharge Pump point. Add 25 percent to pipc length for fitting „ loss,or use a fitting loss chart. Equivalrnt pipe F-lsb length-1 25 Hmes pipe length= . , ,. ,,..,,. „� 1.5 inch 2.0 inch -3.0 in h . • .- • , ;: _ .. � _ , _ ,•:r�i+�" z 1.25=�_fect � '' spm F��d��,��..,�.�oo n�r P�,� � �� c. Calculate total kiction loss by multiplying , l0 0.69 0.20 friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28 Total friction loss= ✓��_x 1'.,,�'.S�'+1(x)_ • z�feet t4 1.28 0.38 4. Total head required is the sum of elevation diffcrcnce, 16 1.63 0.48 special head requirements,and total friction loss.' 1g . 2.03 0.60 20 2.47 0.73 OJ 1 25 3J3 1.11 0.16 �+�_+ 5.23 0.23 (1) (2) d� � 7.90 � 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD �feet 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 �. Pump selection 1. A pump must be selected to deliver at least��pm (Step A) with at least� feet of total head (Step B). a, ` � • izing of Pumv Station T l. Detcrminc Surfacc Arca �,y���h Rectanglc=Arca= L x W l x = square feet �,��s� Circle= Area=n x(Radius� 3.14 x x = s.quue feet Rndius a=3.14 Other=Get Surface Area from Manufacturcr square feet 2. Calculate Gallons Pcr Tnch Thcre am 7.5 gallons per cubic foot of volume,thcrcfore you must multiply the arca times the conversion factor and divide by 12 inches per foot to calculate gallons per inch ,. Area x 7.5 gpft'+12 inchs per foot .. . :, ,.'�xK� ;;, . . ,., � ..� � �+(, ub�rfiH T �!%+ , M i.:Wtn�'n�CW�i�' ).� .i��,. � _,. .. .,, ,y;�i '' /y.'„�"/ ' .. . ,. x 7.5+j2 = � CJ gallons/ihch ,�'/� ��s1i'r�E ���at �i'i�� 3. Calculate Gallons to Cover Pump(with 2 inches of watrr cnvcring p�mp) �uma�«!Scwage Flows in Calluns per day (Height(in)+2 inches) x gallons/inch(�!2) um r. `�) (�/�, +�_)x��=Z�O$allons of Type I Typo II 7ype UI Typc Bcdrooms ! 4. Calculate Total Pumpout Volume ` 2 , . 300 225 180 a. To maximize pump life select sum size for 4 to 5 pump operations per day. 300 218 � ��ciiC��' gpa+4=1� gallons prr dos� � . 45U 294 ���„�' b. Calculate drainback i 6 900 325 332 ��r��: 1. Determine total pipc length,��feet.. • 7 1050 600 370, ''" 2. Detcrmine liquid volume of pipe;/��gallons per 1(�fert. 8 �200 � 675 408 �°,.;,,� 3. Multi ly length b olume: Drainba�k quantity= �feet x�gallons/]00 ft._�gallons. _ _ r ar�aa i� c.n� ��oo r� c. Total pump out volume equals dose volume+draintk�ck , /SC� gallons per dose+ // gallcros=�Pallons 1,25 7,77 5 5. Calculate Volume for Alarm(typically 2 to 3 inches) ,�2 �, 17.43 _ `-�s rr Depth(in)x gallons/inch(#2)— • � x Z� _�8allons 3 38.4 4 :: 66.1 6. Calculate Reserve Capacity(75�thc daily flnw). ��- Daily flow(seepa�e D 7.)ic�75—;,- .. _ �f:. t �. .,� �` 4 �R, .�i . -•���'x.7�"= 4So ga��ons z Rcservc Capacity 7. Calculate total gallons ' �allons over pump+gallons pumpout+gallc�ns Alarm+gallons reserve capcity, �t3+tl4c+!!5+#6 ` z�—+�-(��+-�+�=�8allons , Alarm 'Pump On S. Total Depth (Total gallon dividcd y gallon per inch) _ Total�+(zO gallo����i�h(�! ) '' 'Ib I Pumpout Vc�lumc �.�. �nc es _ Pump Otf _ Pump Hcight 9. Float Separation Distancc(equal total pumpout vc�lunu�) Tc�tal pumpout volume(#4c)+gallons/inch(�2) : %�_+ ZO =_�inches �.. , �, YERCOI.ATyUN TEST DATA SHEET . � Tedt hole location 2/l,�-S"� � �? /�!/�' /l�o Hole nua�bec "�/� �� Date te4t hole vae prepared /�- 2 - ��p . Depch at hole bottom, /Z- inchea. Diaa►etec of hole. �_ inches. Soil .data from ceac hole: Depth. inches Soil texCure C`> -/"L �/'� iC.aA.-rt_ ,y1 ��e...l„,�44c �e'ti;fbR,rwf$1»«'�'F+' ,'�: . tr...xi ,. a�.'r.an a� �:o�� •.. . . ;:; ... . �� i.. . ��' �.. Method of scracchinR sidewall _�°�lJ<i. �� �� _, "' , • Depth of pea-sized gravel in bottom of holr, �. inchee. Date and houc of initi:►1 wat�r f Llling /O - Z - q (� .Z.�dO /7 �'t f Depth of initial vatrr filling� � 2„ inches above hole bottom. He[hoJ used to muintain ac lcast 12 Lnct►rs of watrr J�pth in hole foc ac lenet 4 hour y �c,/ '/- b Percola[ion Cest readings n�ade by w /�/... .c( on a.m. /)-3- �Co scactin6 dt .�p .m. . M:,ximum vacer depch above hole (dat�) during te�t , �p i�ches. '1'im� Peccola[lon Tia�C Int�rvol� Mc:,c;uren��nc � Drop in w:,trr rate� Rem:,rks Minuces �n�h�s l�v�l� inchns minu[es prr c- inch C.�'' Ga-U � �','��. z- _� 7 � 1 ; T�� ; .� I_. . . . ._._. , � . . . _ ^ . - .., , .� Z . J / Q � ��,� � � � V !"'E � � c � � / � � � l. � 3 .�. / � � ,•� ..� ' r:,. I' . . .� .,�•......,;i.�,�. ., ..4 . . ' t� . �i , .. , . .[, "i��.. � ,,�e :xl'��'��� . .-;�� �, a ' n • YERCOLATIUN TEST OATA SNEET � _ Tert hola location Z��S�___�o ��. �VE �O ______. Nole nuaber i—,1/�� pate teat hole vae prepareJ /Q- Z " y'Ci . Depch aE hole bottom, /Z- inches. Diao�ter of hole� ____�___ inches. Soil .data from test holc: Oepth. inche� Soil cexture �7 - /Z_. G t� A � .. .,.i+.�.,a :�,,,.xA�:w?r ,�'�`��;V%Mi+F'�r7d�Gi'►�'T�`"'�i,.7�.r.i�:�-�,tr�,re}1s^'s;,�+ '' .... � Method uE scratchinR sidevall _ ��fl � � r ������' , > , . Depth of pea-sizeJ gravel in bottom of holr� �.. inched. Date and houc of ini[iul uater f llling �d - Z - q c� 2_'�0 �.1, Depth of inicial aatrr tilling. /Z iachas above hole botcom. MethoJ used to maint�in • c lcast 12 inct►rs of watrr Jrpth in hole foc ac lendt 4 t►oury !� � D Percola[lon test r�ddin�s made by �, on (G -3 - �(o scartind a� :p a:�; . M:,xiroum vacer depth above hole (dat�) duritig ,te�t, �O inches. '1'im� Peccolacion Tia►c Inc�rval� Mc�nu�rn,�nt , Drop in v:,trr c�te. Rem:�cks Minuces ineh�� l�v�l. inches minu[es prr y K L�ch �`��G,.C� �p � 'Z, �?U .�-v �-.� _�4- 1 3��-- � . . . . .. .. „ .�I..r� ��.�... , ..., . �..,: ' �. ..t^`�_.��y..._ . . .,...1.,.. ";!wp. .14' t.�• 1' . , . . , . .... .. .�._- ,. ,M, .^ ...c�; �� �ti� t. . � �.:..'..�� ,.-�� ' — : . . (.� � � i � �-r� 3-� �-w. k�'� � �� ' �c-- � �� � /� ���v /�'.:.30 3� � - � y' � 3 , � , � " ' YERCOLATIUN TEST DATA SHEET � . Teat hole locac ion Z/�,s (o�� �u E /(Jp Nole nu.►ber �-� ..� Dste teat holB vae prepareJ O -z.-Cj (�► . Drpch af hole bottom.� inchea. Diaa�cer of hole. �_ inches. Soil .data from teec hole: Dep�h, inchey Soil cextuce C� l Z - ' I�fCr �.�� A w. T�1 ' � ;,� . ".c�:'. '�„ya' � .a..�i3r�Ydw°P,�km4ti: �. .. .. . .�.cda�f�:hi��.:<���,�R'rt3d..�r�. �a'�'y+�:�'a.r',.r.s..:;�,�. .: . , Method of scratchinR sidevall ' �� � _ � . .� , , _ Depth of pea-sized gravel in bo[com of holr� � inchee. Date and houc of initi�l Waccr f llling /n - 'Z - Q (� � .p� � 1V� Depth of initial vatrr Illling� [ Z inches above hole bottom. HethoJ used to maintain ac lcast 12 inchrs of vatrr Jrpth i� hole for at leae[ 4 t►oury � �( (.7 !'ercolation tc:st readin�s m:�da Oy r�! on /(�-.,�� � �{.o startin6 ac 'a►� a�m: . M:•ximum wa�ec depch above hole (da[r) , during teyt, inches. 'fimc Prrcolacion Tia►e In��rvol.� Mca�;uren��n[ � Drop in v:,crr rdte� Rem:,rks Ninuces anch�� l�v�l � ltichrs minu[es prr c-� . inch va �: �'G}_� c:�•�� c� � o _�_ �~ / n� ; � _. , .. . ...,.,.,�,. ....,r:r,..• .� �r�...,� ; .;�,.� ;.... ..,-�rttr',: 'y� ....,,�,., �... � ..�;�.�-wF�.� .. " . f � � � . .. . . . . . . . ' . , . . .. . . /� 1G� : c. .� c7 �, � aj � �, .:., . : , , � . • oL , C> ' o c"� � � /S'� r�=� , x . , , .� ... �� w ' ��L�'oE5 o.f Soil $orin�s • . �. - - �%�'. �v� �✓O . l,ocatlon or Pro�ect _ z/ .S'r!__� Borings made by �� �/�� _,_ Date �� ,"Z '9� ---- Claaeification Syytern: MStI� ; US�A-SC:'� `�; Unified ; other _, Au(ter used (check tuo) : Iland �� �r I'awer ; Fli�ht . or 9ucket �; other . DepCh� 8or1nK numbirr /� � U����th� Uorin� numhrr 1� Surf:►ce elevatio,n i� -�Surf�ce elevuCion frec � "� C��t--. � o m�a�.�� / �..s--c:, ,2,_..- - o r l�aa.''`�� c� -/ Z =,''� � ' __ _ -. ._..-. ,. �._ � � ...... ..,_.._ .., 1 _ .GO�'1►�..... . .�. _.. _ . _ -- ��" � �i �,/.'� . �g.fs�.3e �s+Y� '�'"ae�n?::.�:r�,+�ti:�>�.sr�:}r:,rr.wa�sh?`s3ik�ir�a.+a:,�.:�c.w.�, - ! ��` 1 — A �o'�. —. 2 �� ¢8 .� , . 3 G l fl �� 4 � �� � 4 -- ------- — yv1 a iTs �5�'� lv�/ , . S + �Ass " y�b y8 5 � � 6 — — 7 — -- 8 -- — 9 — — .........� lO.��,,..,..,��r:-�r,,,,�w,.: n.',�4�.,"'� �'�,c�',ap,e�,sT"taq�....:� '"^4ah�°+afrntY�S���*^�'a.k�''. il,��. t�R'" •a�.; — . . .. . ,' . , ..'\ ... ... �.s � � •,' ..r:. , ' ^ . �� . , . ...�,. _. '.." . �,>....� y� ��i...".«..n�i...K�.. . , . . . ��.s.;., w:.�n' . . n.p,.,. . . . . t.t.�..,i�'' '� . .__..... .. Lnd of borin� at `� „ f�:,c:C�•°�� ' '�`�� End of borinF ac � feet. Standing water tablr : S[andin� vatrT [able: Present at ~ fecc of �lepth, Present at feet of depth� _ '� hours a�ftec Uorink. houcy after borinR• Not pre�ent in borin}: hole �� : Not present in borin,v, hole Moctle� soil :� � Mottled soll.: Obt�rrved ut , Z fre[ r�f di���th. nl�served :,c feee of dep[h. Not pres�•nt 1n b�rtr��� halc NoC pr�:sc�n[ 1n bi�rinp hole