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Home My WebLink About1998-010743 - new septic system PERMIT CITY OF ORONO PERMIT TYPE: - � 275(' Ile Parkwa P.O. Box 66 :=�`��'.`': =' ��"} '��=`' � y y Permit Number: s;i i;:::?.�.:�; �rystal Bay, Minnesota 55323 _ . _ .. (612) 473-7357 Date Issued: t;=_f/i i 7;'�;;�; SITE ADDRESS: 11^��} ��:=. �.��:i°; ;�E�� ;t; �' .�� . . . . . .� —�, i :_.—_.._—'.,�__+r7�Y:°i DESCRIPTION: :_,r=iaftw}' ��{ �_:�.r�t` 1-`r?�'Cj}7 '�. t ';�:.sF� �.tt-,';:: -�I-'� 1 l. f��1�:==�y ti _ _ =-=4S�t� _. �:��.�t.;�,, ��+;rrf:: Tvc�� ;°�=�ir�3�t��=:_�� REMARKS: FEE SUMMARY: r„�.�,�: =�,�:, M:1 i�:i�i . i ii�i _ . - - y `;.. ::�Ila'E;'i.�.l'`�� _.__�_� . �iGs i ';tF.��. i�k' ��'�=-Y�-t - - CONTRACTOR: - �'��t::�1 i w�.�-;:. - OWN( ER: ��j{'�?Z.�T l�r�.4�t'?�4:i"'� E �Fv�� °iE�:.�i�.y,��i_i '"{�E 4__SL� -��F�: i i�_ �,i�{y { i-z�':.� �'t_i i ; .!�i.i �.f„��, �'Fj�i�;'4 !'l i� i�ij-�ti'�r,'m',�"l, �t�?�i _ _ _�-��_, iYsiz!��j�,e��`� i�if`•� ' ' _ _ ... i.f'.S:._ . �'��..aL . � '�`�.. � " _ T t.� ii'i '.. -�-{.,.{� � 'r1 �T��ii,{^ei�i�.. ei,L�'�s�s�_ '�'L�'v i j::11w+i_z"_ 1;?S`;�.`_t' t�_. .__': . `:'z:.`{'.;;(�,_��•:_� i:M;�,f��,`.-::„,:._,s;� ..=_iMS {'�:f-j±��.� . . . i'''_-:�._ i: _ . i s.� .. - --- �� } r� � _ ' ' - �---_ . - -?». !�...___ .i_�.. . �. . _ � . .i`_ . _.i_i,�;-�; ' #�```„f_.rv „'•_ `t": r;�...�- _'.i.T��` t_i:_. • }'.Le F i r u i i ri t i�'',i"i''� i � i . v. i _ ' { i_ -` ..E:- a�.,�,_.Y.�� `.'+i•,+�t -�,�:�;�� l-1�- �'t�j;1�`�a�.��=�_a{;-, �it_t=?ri._�_r i�.i:j t,�?_[;,};TM' h`;=,i_�'•.:=i iE"�`=�.i',! � � . L �14-i i��`y f i t I-`E� _�:�' _ : .. _ _ . _. , _ � � . � �� . . � APPLI PER IGNATURE iSSUED BY:SIGNATUR , f:ITY OF ORONO SEPTICSYSTEI�IPERiZ-IITAPPLICATIO� Box 66 (2750 Kelley Parkway) Crystal Bay, I�I�t ��323 � . �, �C' �' � � �� y �n � �/, JOB STTE ADDRESS: l � Occupancti• Type: Residential �_ Commercial Other �-----=,-�, ' Permit T�•pe: Nesv or RepIacement Sy-stem, �100.00 � Repair Existing System, $ 50.00 ' (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees O�mer's I�ta.me� / /�' J �S� �' �7 � ��i �'1— PhoneNumber: � �7S= l �l � Nlailing Address: City: �P� Contractor's i�'ame:�' ' �.�..�.� Phonel\Tumber:�.�7- ��5' c� Cit �� - Z;p: .5�� Niailing Address: $ �- � � �' y� DO tiTOT 1�IAII., PA.YI`"IENT ��ITH THIS APPLICATIOti' GE`rERAI. �i 'STRUCTIO\TS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permics will no[ be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 2, permits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance �vith the approved septic system desi;n. Desi?n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4. The follow•in� inspections will be required for all septic systems: _ A. Pre-installation site inspection to include inspector, i.nstaller, and general concractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to coverin�. For mounds, inspection is required afcer rouah-up buc prior to sand placemenc (sand will be jar tested for silt content), and a�ain during pressure distribution pipin� installation in the rock bed. D. Final inspection to verify proper final cover depchs and to verify that all pump station (where required) components are functional and comply with codes. 5, Individual holdin�MPCA Installer Certificate shall be presen[ durin� inspections: A 2`�' hour notice i.s required for all inspections. N01�: Applicant must initial alI spaces. Fill in all appropriate blanks, check all appropriate' boxes. 1. I have received a copy of the system desi�n includin� the City of Orono Septic System Approval Cover Shee[. 2. I �viIl be installing the followin�: . A. Tanks: � Precast Concrete O[her Manufacturer ��`,�> �:�s 7` Tank Capacities: 1) /��° gal. 2) �� '�> gal. ;)��-, gal. B. Pump Station (if required) Pump make & model -� � /�� (attach pump curve & Iiterature); system desi�n requires opm at �_ feet of head. Hi�h water alarm make & mode � � %/ Outside • ' electrical work to be completed by installer electrician G--� other Inside electrical work must be completed by electrician. C. Treatment System: � Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions �n 'x,�',�' Drop Boxes Sand bed dimensions �'x �� ' Distribution Box Pressure Dist. Pipe Diam. ,C jz " Maniford Pipe Diam. v2 '' " D. FinaI Cover/Topsoil to be: borrowed from site (show location on site pla�) � trucked in The undersi�ned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulacions of the State of Minnesota, and certifies that all s[atements made on th.is application are complete, true and correct. Si�natureofApplicant:��l�� < < Date: �r "� " � c� MPCA Certification No.: �� - Staff Review: Approv Den'al � Revietiver: Date: � ��_ Reason for Denial: __,_ � l J i` ��— � � � �, � as ;' � f� , r� �� C` c� X Fu 6�-m �- � � � la -- l � �� S ! 7-e d-. �� d�u ,—%-o�- T'� s 7'`.% R�v�is�� '��-� E-19 MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW / D-7 � � Estimated(-� � � gpd (see pages D-7 or I-3,4,5) �*'""'ID S��°",�'"�°"'°°'°°' rawecn rrve oF r�sio�cc or measured gpd. �'"°°'b = II � � Z 30O �S �EO 601G S 490 300 210 � s soo s�s zss `a'"' i� B. SEPTIC TAIVK LIQUID VOLUMES a � �� T'�.�' I � '�}� gallons (see pages C-3 or G5) ° �� - �=� C-3 � SEPTIC TANK CAPACITIES, IN GALLONS � C. SOILS (refer to site evaluation) �,, r-- 1. Depth to restricting layer = �- r inches �°� � `�� .�ItlOY. UW�O G..CI, ��,.�..� 2. Depth of percolation test�= �� inches ,�„n. ,.. ,,,. 3. Percolation rate �`�-��-� mpi �°�� • 4. Land slope �� % '�' '�°• "`° �.��. _... �... D. ROCK LAYER DIMINSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = f � �� gpd x 0.83 sq. ft./gpd =y ��`" sq. ft.`�� "' ` � 2. Select width of rock layer (10 feet or less) _ �� ft. ` 3. Length of rock layer = area-�-width = I a . . _ . �- � sq. ft. i ' ft. ft. Rock Bed f•f•J•1•t•l•l•t•r•1•f•t•1•t•1 I ti•ti•ti•ti•t•ti•ti•1�•'�•1•ti•ti•'L•ti•ti• ti�'ti�ti�4:tif��ti�ti�ti�ti:ti�ti:1�:ti:ti? idth SIO ft. - tifti:ti1ti:tif 1�:1:ti:+yrti:i:�.:ti:ti�ti: . .r•l•r•f•1•f•l•J•l•t.1•1.1.1•J i E. ROCK VOLUME � ��g� --' , 1. Multipl�rock area by rock depth to get cubic feet of roc�c; IS `�� sq: ft. x �� ft. _ � cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; � � cu. ft. i 27= ,.= '' cu. yd. � 3. Multi pl y cubic yards b y 1.4 to get wei ght of rock in tons; , 1 ' ' cu. yd. x 1.4 ton/cu. yd. = tons. F. ADSORPTION WIDTH 1. Percolation rate in top 12 inches of soil is�7�'-��=�mpi E-16 , 2. Select allowable soil loading rate from table on page E-16; u•p•••.••«��a�•�� ' F ........ �....r......�. ! ,, C? gpd/ft2 3. Calculate adsorption width ratio by dividing rock layer """" °""" """ ""�" `"'r""""" � loading rate of 1.20 gpd/ft2 by allowable soil loading rate; ��'� � '� �� '�� ' . .,. o.�. ,.x �.,, ,.,. �� •�o o.w o.N :.s� x.oa 1.20 gpd/ft2-�- � $Pd��2 = '` „ .. o.,� o..� _.� ...o � �l� .. :.a o... o.�= ,.�� _.., , �� •ue o.z� oa� o.0 e.ae - Check this value on page E-16. � 4. Multiply adsorption width ratio by rock layer width to get � required adsorption width; ; k �. '�D x /:J ft- d-� ft ' . , 1 � � � , : ; t�LU . DOWNSLOPE DII<E WIDTH . If landslope is 3% or more, subtract rock layer width from -_ , adsorption width to obtain minimum downslope dike toe ->`'.) ft- ft = ft . Calculate mound height at edge of rock layer on downslope side; a. Determine depth of clean sand fill at upslope edge of rock W�•��-� layer: Separation �feet `�'m°��` b. Multiply rocic layer width by landslope to detemune drop ' '� in elevation; Slope Difference iDDI<RiM'l•LGrt/Ie�ZROCtIRO!'R _,...,_._ � x 6 %1100 = 1=� �ft �--* c. Add depth of clean sand depth of clean sand for separation at downslope edge to depth of rock layer to depth of soil backfill to get mound height at downslope edge of rock layer; �, 6 ft + � ft + � ft+ ft �-� ft d. Enter table on page E-18 with landslope and downslope dike ratio. Select dike multiplier of �S a-� e. Multiply dike multiplier by downslope mound height to get downslope dike width:S�= x,�� i =�_ft g. Compare the values of step G.1 and Step G.2.f. Select the greater of the two values as the downslope dike wicith; feet ��,�,�� h. Calculate upslope dike width using upslope mound -"-�' height and upslope dike multiplier from page E-18; '��;,�i:' � .� x�,:-� _ ;D ft - u��au�,,,;a�cn� i. Total mound width is the sum of upslope dike width plus °°w'�'�°P`d�W;�`r ct, rock layer width plus downslope dike width; . � ft + �� ft + ��' ft= �' �� ft 3. If landslope is 2.9 percent or less,basal width includes botti the upslope and downslope dike widths. ' a. Calculate downslope dike width using steps G.2.a. � through G.2.f; feet � b. Calculate upslope dike width using upslope mound 1 height and dike multiplier from Page E-I8; x ft= ft c. Add downslope dike width to upslope dike width to rock � layer width ft+ ft + ft = ft E-18 wns ope PS� 3:1 4:1 5:1 6:1 7:1 3:1 �:1 51 6:1 7:1 8:1 !.ilop� 0 3A �A SA 6.0 7D 3D �A SA 6D 7A 8A 1 3.09 �19 5?b 638 753 2.91 3ffi �76 Sbb 651 7.11 ,:.`'� 2 3.19 135 556 6ffi 8.14 2.R3 370 45� 536 6.1� 6.90 ( .:' '� 3 330 454 5�8 732 896 2.75 357 435 SDs 579 6A5 O �' 4 3.�1 �76 6?5 7.89 9.TZ Z.68 3A5 �.17 48t S.f6 6�6 �`""� 5 353 SAO 6.67 857 10.T7 2.61 331 4.00 4.62 519 571 6 3.66 5?b 71� 93d 1207 251 323 3ffi 4A1 L93 SAl 7 3B0 556 7b9 1034 1373 2.46 3.12 3.70 4.73 �70 5.13 8 395 5.86 83'i I15� 1591 2.�2 3.m 357 �.� �.�9 488 9 4.11 62S 9.09 13D� I8.92 236 2.41 3.15 3.90 �30 4S' 10 {19 6b7 IQA ISAO Y�33 231 2b6 333 375 412 4M ti �A8 7.1� 1111 17b5 34.19 21b 2.7i 32i 3b1 3.95 �16 12 �.69 7b9 1250 21.t3 43.75 221 2.70 3.12 3.49 390 4.Os E-26 PRESSURE DISTIZIBUTTON SYSTEM � 1. Select number of perforated laterals J 2. Select perforation spacing = �� ft. 3. Since perforations should not be placed closer than 1 ft. to the edge of the rock layer (see p. E-14),subtract 2 ft. from the rock layer length. 1..� J x�,��,.��«,�, -2 ft. _ --'�" ft. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round E-17a down to nearest whole number. TABLE OFPERFORATION DISCHARGES IN GPN Head Perforation diameter(inches) Length perf. spacing = .:.% ft. _ -�� ft. _ �� spaces 132 1/4 �3� �2� I.Oa OS6 0.74 1.5 0.69 0.90 5. Number of perforations is equal to one plus the number of 2.ob o.so i.o4 2S 0.89 1.17 perforation spaces . a.o o.9a i.�s 4.0 1.13 1.47 ' S.0 1.26 1.65 � � spaces + 1 = perforations/lateral aUse 1.0 foot of head for residential systems. bUse 2.0 feet of head for other establishments 6. Nlultiply perforations per lateral by number of laterals to get total number of perforations. E-17b - ..� ✓ / {! �.�..�.��m��.�.�...�� laeerals X perfs/lateral— � � perforations. ��w� 1.�25 utch �1•5 inch 2.0 inch 2,� 14 1$_ 28 7. Determine required flow rate by multiplying �, i2 �i6 25 number of perforations by flow per perforation a.o ii is 23 (see page E -17) • s.o io ia z� S� .�� X a�i� � �m' E-15 �,�.,�.��n.�..��.�.,t,��. � , 8. If laterals are connected to header pipe as shown on page E- 15, select minimum required lateral diameter frozn table on �,,_.�- ; page E-17; enter table with perforation spacing and number ,,,.�''` '�'�'�` ; of perforations per lateral. Select minimum diameter for �/'� � perforated lateral = inches. ; i E-12 � i ��iO1t�l Mi�M� � 9. If perforated lateral system is attached to manifold pipe near �'��__ ' " the center, as on page E-12, perforated lateral length and ` � � '�� - number of perforations per lateral will be approximately one �'�� _ y,� � half of that in step 8. Using these values,select mi um _.. . .,,i t diameter for perforated lateral from page E-17 as ��_� �,,•�''� �' inches. I E-�5 PRESSURE DISTRIBUTTON SYSTEM 1. Select number of perforated laterals 2. Select perforation spacing = ft. 3. Since perforations should not be placed closer than 1 ft. to the edge of the rock layer (see p. E-14), subtract 2 ft. from the rock layer length. x�li,�1�,�, -2 ft. = ft. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round E-17a down to nearest whole number. TABLE OF PERFORATION DISCHARGES IN CPN� Head Perforation diameter(inches) Length perf. spacing = ft. 1 ft. = spaces 132 1 i4 �3� �2� 1.Oa 056 0.74 1S 0.69 0.90 5. Number of perforations is equal to one plus the number of 2-ob o.so l.oa 2S 0.89 1.17 perforation spaces . 3.0 0.98 128 4.0 1.13 1.47 5.0 126 1.65 spaces + 1 = perforations/lateral aUse 1.0 foot of head for residential systems. bUse 2.0 feet of head for other estabiishments 6. Multiply perforations per lateral by number of laterals to � get total number of perforations. � E-17b � `y --� � � Mc�.u..�l.,ue.d a.,ed..o.e.prW..�r `. x = p�erforations. `°m"`�°'�`""°"m lacerals perfs/lateral r ��`�°� 1.25 inch 1S inch 2.0 inch 2S 14 18 28 7. Determine required flow rate by multiplying � 3.0 13 17 25 number of perforations by flow per perforation a o ii is is (see page E -17) s.o io ia Za � X �� gpm' E-15 � .,...��.��d.�.��,..�,�,,.,.� -� � 8. If laterals are connected to header pipe as shown on page E- � 15, select minimum required lateral diameter from table on � page E-17; enter table with perforation spacing and number � ,,r �� of perforations per lateral. Select minimum diameter for �'�� perforated lateral = inches. E-12 ,._..,.._..�...�,a.._ ,.e....�..._.._,_ 9. If perforated lateral system is attached to manifold pipe near �'w"�"' „ ,e the center, as on page E-12,perforated lateral length and �``� � '� �`� number of perforations per lateral will be approximately one ��`�� '-� . -y�xr� half of that in step 8. Using these values, select minimum __ . ,,,� diameter for perforated lateral from page E-17 as ��'' "' � inches. -- •�- c;:�-O'�� - - ---�-/- � B-31 � 'acation or Project � '��'�'•-� boring� made• by Date Cla�sification System: MSHO ; USDA-SCS � ; Unified ; other Auger uesd (check two) : Hand `, or Power ; Flight . or Bucket �� other Depth� Boring number � Depth. Boring number �� ia Surface elevation in Surface elevation feet feet 0 �'J `o1-O-z��r.i O � �. � — l6 �� °� S.�-�'�'8 N��- 1 !Ss� B�a...! �- D.�-o w ✓ �, � ' �g-�c�rr.� J o n� j/"e'v .t/,o w Pc��v� z _ � �S�a'r 2 — (��. �°�""' ��-� ��-D wI� � . � ` �y� j'`'� P"�'a� (SLi, �JF-o v � � j/jC - .3/'� ��s `V i � 3 — 3 — 4 — 4 — g -- S '_ - � 6 _ 6 — � _ 7 — 8 — 8 _ � � � .� End of boring at feet. End of boring at feet. Standing watgr table: Standing water table: Present at 0 fest of depth. Present at = feet of depth. � houz� after boriag. � hours after borinR. Not present in boring hole . Not present in borinR hole ,_• *tcttled soil: Mottled soil: ` i� Observed at l � feet of depth. Observed at l �� feet of depth. Not present in boring hole Not present in boring hole . . • Obs�rvatioas aad comments: Observations and comments: .. � ��"C, 9'' /"� � `" .�-, i_,. �'��i�" �'� . � � • ' - PBRCOLATION TBST SHFBT - �� ,g f � ' � Date test hole was prepared: ? -'� � � �� Test hole location _ Hol� II—.-- ,i Depth of hole botto�: l2 inches Diaaletes of holes ir�►�� . Soll Dats l:om t�stlwlu . � dsptb,inchss soil taxt�pss so�os � ! 2 ,r �e4s,;., ,O�.o� � 6 c�t��rvi�� Dspth of pea s�ze gsavel ia bottoat of hols: ��,/ inchc� vfethod of�catchIn�sidswaU: � �-/S � �� Depth oE ialtial wates filli�g- l Z-'� above hole bottom Dats ard hour ol taltial watet�ill�+� �� fethod wsd to mairtaia 12'af wz��r de th in hole ios�ho p�r�olation test stasted at ( �pm�• PercolaHon test coaduetsd by;_ " � inehss �(aximuat water depth abovs hols bottow d�8 tes= - WATER PERC RATE CO�vef90fLt WATER pqpp DROP CALCULATION INTERVAL DEPTH trsetlo�) (d�elma!) V16s.� T1ME (MINUTES) ( �p � `�. � � c�� l A Uis.13 . ..� D 3 TA RT �� RZr 'I16:.�9 _� Q_ � �� (D.cim�l) /0�� ..�� a• � ��_��_� �� 2v . 2_ 1 �r-s 8 w�.zs / o�° �artLL _1_�-_- e� � __ -�--6R��€R� . � �"� -------- -�=-�- ---------- ----- ca.��...i� 5116:.31 �` - d z. 1 �-S c �e:.� 1/4� 2� Rsrt�c. --7�_ 2 _t_ �-�q-�''€-�R�'� 11[ lI • / �O �� CL�GG��. �IIvi�M REFfLL __------ '� 3RSP P�R�-`-D '�R=.S �_��__ CD�oim�I) -------- -------- ---------- ---- E 9f16:.56 R 8!I L L -------� '� ��P ��_ yQ:� -------- -------- ---------- ---------- — Ro ��'�F 11116:.69 ABTILL __-__-�_ �iM-��Kin+�l) -------- -------- ---------- ---------- G 31/s.7S RZPILL ��__�___ -•�' _'�6g �� E:j� • •c/m� �� v 7�i� . A ALTILL- __��_�� -'Y•�vl� D—R3i'' �L'� �y16:9� �_�__�_� ____�___ �__�__��_� ___�-��_� (D�eLnal) Ten Percent Czlculition' � . A.g .0 6.C.Q . _ - -�� .a..s • . �,� �.. o rs�•s � � �. • : o.so.. a[ 0.10 � �� .�� wa o Rf� Y� O C,O.E �•E'F - -_—_ �rs... � ...�� o .�r��a • �• ra • — = 0.10 � s 0.10 �� T� �.a o IAr Y�{ O • E�F�G F,G.H .��y��t Y /nr ��l Y rI`Yt o Tr �a o s 0.10 � w 0.10 � ..... .ra � th• t ptnumb�ba �qusl o� arnall�e bhan bot Om numb�rh averafl he th ee n mba�saortnefpa C fa{e 11 cc� • ' � - PBRCOLATION TBST SHBBT - � Test hole locatlon �� 'B� � Hole � � Date test hole was prepared: �✓ /� ✓p� Depeh of hole bottom: � i� !� inches Diamster of hole: � �� Inchea . Soil Dats fmm test hole: � deptb,inches � �� / �otl olo: . � z r,�� fethod of srntchIng sidswall: P�� ti� �{ Dspth oE pea sise gsavel in bottom of holr.� tache� Dats and hour of initisl watsr Allirg �� $ D�pth of�Hjl w�ter h� � '� �� above hole bottoai `fethod used to msintaia 12"ot wat r depth i�a-h-ole[or 4 ho '"'O�� PercolaHon teat coaductsd by;�;J''�[', �Pezcolation tcat stuted at�0(am/pm). �taximuat water depth above hols bottom durirg tes� �� es yyq�q WA►T�R PERC RATE CW1Yer5i0f�t INTERVAL pEpTMR DROP d��m�� CAI.CULATION �6s� TiME (MlNUTESj (lfaetlon) � � � �.a _ �-I _�8 ,n=.13 � a /D- ' A sTwxr "� ' ' �._�_�_�� t' RO fiR � --�p - g-�-- _ �.o�n,.�� yt6:.19 ---- ---------- --------- j RtlILL — —SC____ 2 d- � �. d � /�'�B 1/1=� . . . / nf � , �-- �-' ROP p—�.-� 5116-.31 l� °� ��.•! ��_ �_�_��_ __��___ (D�eim�l) ��_� + ASI�ILL �� /_ „2� � �� 2�� Ci .�:.� . jo• y0 -------- --�---- ------ -- -b-- '�.� �a� � 71t6�u ---- �. REPILL � D -------- —3-R-�'-��' �1n a.S -------- -------- ---------- ---------- cn.��.,,.i� . E 91t6_.66 REPILL ��_�_� � �R-� � t -------- a ,..,.i JBs.61 -------- ---------- ---------- , , . F 11116:.69 A8F2LL �___-___ '��' ROP PT�-..RZ� � (D�cisnal) -------- -------- ---------- --------- G 3I/:.75 . , RtFILL ________ � �►-, -�p �Zr 131160.�1 .�irt,.i -------- -------- ---------- ---------- � 7!ls.68 AEr1LL. � -------- -�i�--nri3a��€�" 1Sft6-9/ -------- -------- ---------- --------- cD.��,.+.�� . Ten Percent Calculation" � A.B .0 B.C.D . �__ � " rs..a o �� ` o rrs��a o rr�� t o . ' at 0.10 �,�� a[ 0.10� R1� Y� O T� �� O C,D,E �.E•F -�_ - - ...s... o - ...�, ...a a ��s..a o ��. �.a o _ at 0.10 � T� �.a o ac 0.10 � ��r Y�[ O ' E�F�G F,G.H .��y��a u e�+r �a o �i4�a o m.� .�a o a[ 0.30 � : 0.10 � m,. ,.�a '•it,tha top number in oach sat ot boxas is larger than the boctom numbar than taka another reading. If th• top number is •qual or amalter than bottom �umber, �vera�a tne threa numbers fo� ine pe�c ra�e. � � co _ ' - , f �I��T��:� ��+�.'��1/I� I i IV t:i _ . , � I � � " - 7185 Rutz Laico Road _� �y�r, ww ss3so - Ph:667-�54g MARLIN R . ZIERMANN M.P.C.A. # 768 PERCOLIITION TEST"ING SOIL HORINGS AND SITE EVALUATION ! [ 3 i DATEs June 16 , 199t3 FORt JIM and JOSIE HILLIER 'll � � . � ADDRESSs � � . � s PHONEi 951- 3910 or 475-9191 � 3: A i;. SYTE LOC]lTIONt lot 5 block 1 SHADOWOOD FARM � HEIVNEPIN COUNTY i i y � f IVi/�1� 1 Y "� tX�L:�VA 1 I IV la __ . .. � � 7185 Rutz Lako Road -►� — - �y�, w�,�o > ' Ph:667-Z5�8 MARLIN R . ZIERMANN M.P.C.A. # 768 PERCOLIITION TES�'ING SOIL HORINGS AND SITE EVALUATION DATEs June 16 , 1998 FORt JIM and JOSIE HILLIER J►DDRESS s PHONE: 951- 3910 or 475-9191 SITE LOC�►TIONt lot 5 block 1 SHADOWOOD FARM HENNEPIN COUNTY ' MARTY ' S EXCAVATING Marlin R . Ziermann MPCA Cert . N0 . 768 � 7185 Rutz LAKE Road Mayer , MN . 55360 612-657-2548 June 17 , 1998 Jim and Josie Hillier Lot 5 Block 1 Shadowood Farm Hennepin County Thia On-Site Sewage Treatment System is Designed for a Type l , four bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are a clay loam. A seasonally high water tab1E was located at 24 " , (mottled soil ) . Due to the seasonally high water table , a Pressurized Mound System will need to be installed . The bottom of the rock bed must be located at least 3 ' above the seasonally high water table . The soils at a depth of 12" have a percolation rate averaging 14 . 8 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area . The manifold and supply line pipe must have back drainage to the pumping chamber . The distribution pipes shall have their ends capped . Be sure the rock and sand fill marerial are clean . The sod layer below the entire mounded area must be turned over , just break up the sod , be sure not to over work . The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure . A warning device must be installed with a light and sound device , this is in case of a pump failure . All neighboring wells are located greater than 100 ' away from the proposed treatment area . Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction . This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-site Sewage Treatment occurs . With proper installation and maintenance , this system should have no problem in treating septic effluent effectively . Nothing other than gray water ( laundry , showers , etc. ) human waste & toilet tissue should be disposed into the septic tanks . Garabage disposals are not recommended . Excessive amounts of soaps , cleaning agents � chlorine agents may kill the bacteria needed to treat septic effluent . Additives are not recommended . Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks . Marlin R . Ziermann _�Y��L�%�� -� I � Preliminary Evaluation Checklist . . � . B-39 • '�DATE G — `5 [ � CLIENT � ��S �� l� ` �e LEGAL LOG4TION � T �� C � .� �S�i �c��►�+-'�'�'' F��.5 TYPE OF ESTABLISHMENT (e.g. in e famil residenc restaurantl SYSTEM: ew replacement (cinle onel HDUSE SPECIFICATIONS: TOTAL SQ.FOOTAGE �OF BEDROOMS TYPE OF DWELLING ��GS e �WATER USING DEVICES � � � automatic washe�dishwashes,water softenes� ga� ag�i,��rng�iu'n i ESTIMATED FLOW . , DESCRIPTION OF WELL: �� EASEMENTS D �a ! I7i lC'�! 2 � v�C{�:-t,'�-ti FLOODING INFORMATIDN /v� �e SOIL SURVEYINFORMATION: ��S�BOL P� � � D MAP UNTT NAME SOIL FEATURES: Landscapc postion � _ ` Flooding y��/� slvpc 3 — S �o Watertable depth � y -, Bedrock deyth � Texturc at proyoseA depth of system: 3 �D�!'i'�- Prrrnea6ility `��+Jc�-.— in;itrslhnur - 60 divided by inchs�/l�our . � ` - O� MPI SCS suita6ility �or ^ onsite system m D U/2/� N 89°54' 11" E 5 i 1.99 � . � i - - - - - - - - - - - - - - - - - - -i- - - - - - - Z,o'„s�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•,- �- - - - - - - - - -� , � � � . � � (,ooe.$) � UT,�� Y � 10 � � �"' (��i�.�) F'��"�b ..� � i� � P (tot�.$) �ls �',.! � �`�}� ��3'� � � �,oc�.�) � �' � /�t�E E-- �� i � es�' � ,' P o f � pp ` � � (��.» � � f� Q,`` ,� _ PROPOSED �� 1�''�Z f E r' g �11� i `� HOUSE ' ' o '�' � � c�ow.) � �<< PE� � � , , (SEE DETAII) �,� �n P ► o v � � ' � �'�,i ;� �'°°'.� ►°° '� U � � o ' � - ' *1 ., �� t��}� i , � r. ,p,,r _ ,``s ,` � ,+ , ---�.� � i� � � (t00i�Ag 1 ��O Q ••--� ' , ��l � �a p�. � c�,.�� ' � ' �- - - _ H+?.eb � � ' ' - 1 ' .. EN�R011CHWG i �''= - _ _ _ _�i� - FENCE � N 81•30• w - -'�,�='_ _ _-ae�� . , i '° _ , _ � �_- ' _ n�.� � �•p3 ' - - ,t- - - -s - - - � .� . r� , ' � 56.40 ,� � - -- � N 87°34' S6" t 'R�T!ON QF PREt�SES : � � c 1. SH�ID4VV000 FARM 1 . � :s i�on marker �s existing spot elevot'sor� mevn sea level datum • :P . . . . � _•� E-1: � h10UND DESIG�J WORKSHEET (For Flocvs up to 1200 gpd) �1;. FLO�1/ �'� �,W.�,�.�� .`.. .� :.. Estir.:ated 0O gpd (see pages D-7 or I-3, 4, �) � ,,,,,„�, � ,.,� v ,,,,aK�, or rneasured gpd. °"'°°`�' ' � ' = � _ I X.O II� I i p I {O� 7 so ]00 i�� • �00 777 �.{ ! �70 •'A 2'f� j t�� B. SEPTTC TANK LIQUID VOLUMES • •� �� I ,�_ „ . i�lO .00 3�0 I = �� /Do p gallons (see pages C-3 or C-5) ' "°° "' � G�-- C-3 SEGTIC T��.K CAI,►GT1E5, IN WLIOMS C. SOILS (refer to site evaluation) 1. Depth to restricting layer = ~ � inches . �" �• -"�"°��'°� .� ��...a.. o,,.o..� 2. Depth of percolation tests = /� inches ,a,�„ ,,, ,,,, 3. Percolation rate ��-� mpi '°"' �•�� • ��. ,�.. ,�� 4. Landslope �- �o % ,..a. ,,,. ,,.. � D. ROCK LAYER DIMENSIONS 1. �fultiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = �p o�, = 5y 7 40 gpd x 0.83 sq. ft./gpd =� sq. ft.�' 2. Select width of rock layer (10 feet or less) _ � ft. 3. Length of rock layer = area + width = _ ��`/ 7 sq. ft. y �0 ft. _ ,�� ft. . ._ �,-, . �,-... Rock Bed •`•f•`•�•f•�•r•`•/•f•f•y'•f•J•J• I .. � 1.t.ti.�.ti.t.t.1.�.�.1.t•t.�.t.� ti�.J.l.r.f•f.1•r.I•J•J.I•l•f•/• c. .�.�.�•�.�.�•ti �•ti.ti.ti•�•�.�..,�;idt}i 510 .�.�.r.�.�.�.f.�.�.i..•.•�•. •r� I ��..�././,I.f./.l.j l•J�/:l�r•/r 1 E. ROCK VOLUME ►--- Lengch --� 1. Multiply rock area by rock depth to get cubic feet of rock;O �� ,�_� sq. ft. x�ft. _�l7 cu. ft. 02 S 2. Divide cu. ft. by 27 cu. ft./cu. d. to get cubic yards; �O ,� ,Q o�� ,�cu. f t. i 27 = `�d ,cu. yd. �`�- o o�. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �^� 20 cu. yd. x 1.4 ton/cu. yd. = 2� tons. � S�-� / lo �� I-y = � sy T� ,� F. ADSORPTION WIDTH � S� °`O4"""`" 1. Percolation rate in top 12 inches of soil is � Y•�$npi E-16 2. Select allowable soil loading rate from table on page E-16; �-��m��Wu��•°� �_ gpd/ft2 �-- �----^� � ,.. ,._.�..� 3. Calculate adsorption width ratio by dividing rock layer � � M� � i ��.,. � .,. . ,.. ... �.. loading rate of 1.20 gpd/ft2 by allowable soil loading rate; ' �" "' '" '" ' "' ,. ... ... �.. �.. �.�. .� .�1 t.M /�• ;N I �.�• 1.20 gpd/ft2 ��BPd�ft2 = y� . ... ... ..,t ,> >., � ., .,,. .,. .a. .,, � ... Check this value on page E-16. 4. Multiply adsorption width ratio by rock layer width to get required adsorpdon width; � X �,ft = zH ft G. � DOWNSLOPE DIKE WIDTH � 1. If landslope is 2.9 % or less adsorption width inculdes both upslope and downslope widths 2. Calculate Minimum mound size bsaed on geometery: a. Determine de th of clean sand fill at upslope edge of rock layer: Separation � feet b. Multiply rock layer width by landslope � �°°` `°�•r � root Ro •a to determine drop in elevation; � S�perotlon �_ f��t Slope Di�ference � S�op• Dlff�r�nt• t �4 x L%+ 100 = '�feet uo� �. wio�n c. Add depth of clean sand for separarion (2a) '•" Rotk Bt0 W�GtD at upslope edge, depth of rock layer (1 foot) to �� ••� oow � o.w+a�� ..� depth of cover (1 foot) to find the mound height at the upslope edge of rock layer;�_ft+ lft + lft = s.� feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of r - 7 0 e. Multiply dike multiplier by upslope mound height to find upslope dike width:�:Z4x .� _ �feet f. Add depth of dean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock)ayer (2c) to find the downslope height;��ft + .",t ft = .,;=�feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of y �. � ,� . h. Multiply dike muldplier by downslope mound height to get downslope dike width: 3- 2 x `�•3S" _ �3" q�eet i. Minimum mound width is the sum of upslope dike width plus rock layer width plus downslope dike width; ll- I ft + � ft + � ft =� feet �,,, .W„�� j. Subtract the minimum width (2.i) from the �''•� adsorption area (F.4) to find the additional Ra�r B. N�a�„ downslope area for adsorption s `�`�'�"' UD�IOD�W�OIn UDt10 �Mi' � �� ft-��ft = � � feet ; -�"•` ��°, k. Add the additional width (2.j ) to the � downsolpe width and recalculate oow�•�oo•w�a�� the total width - � �� ft + �o ft + i J, ft = � feet 1. Total mound length is the sum o f ' upslope dike width plus rock layer length ' plus upslope dike width: Totai L�ngtn -7 7/ �� ft + li ft + >� ft = � feet uwns ope ps upe 3:1 L•1 5:1 i:l 7:1 3:1 �:I 5:1 kl 7:] �:1 7��bpe 0 3A �.0 5.0 60 7.0 �.0 �.0 5.0 6.0 7.0 !A 1 )AD �.17 5.26 6.3! 75J 291 ].d5 �.76 5.66 651 7A1 2 7.19 �.]S 556 682 �.1� 2p 3.70 �.5� 5.�6 6.1� 6.90 3 330 �t�- S.B! 7.J2 !.!6 275 �'l3T� �.15 5.08 5.79 6A5 ! 3A1 �.76 i25 7.89 9.72 2i! 3.15 �.17 �.Bt 5.�6 6.06 S �S7 5.00 6.67 �57 IQ77 2.61 3.3J {.OD �.62 5.19 5J1 i �ib S.Z6 7.11 V.]! 12W 251 7.23 7.L5 �.11 �.91 SAI 7 ]d0 556 7.69 10�{ 1�.77 2�8 3.12 3.70 �.2) �.70 5.13 e �.�s s.ee e.� i�s� �s.vi Zu �.m �s� �.� �.�v ��e 39 9 1.11 6.15 9.OD 1).0/ 1 a.92 2J6 :.9/ �.15 3.90 ��0 165 10 �29 6.67 l0A 15.00 73J7 I31 2B6 ].33 ].75 �.12 IM 11 �.18 7.11 ii.tl 1�.65 ]O.0 2.]5 2.7! 7.27 3.61 �.95 �lb 12 �6N �69 1250 21 A7 �3J5 2.21 2.70 3.12 IAV ].10 �.� vrr�,rp S ECTTON PROCEDURE � ENO KRi0RAT10N Oi � rfFFONATED LATERAL A. Jebermint pump capaclty: °'�`••, Gravity Distribution '�"' T 1. Minimum suggesbed is 600 gallons per hour(10 gpm)to stay ahead of : • .,o..�.,..f..K,.�..- �..�,..,.�.. '�"�.�,..".;�....,.. waber use rate. '" 2, Maximum suggested for delivery to a drop box of a home system is 2,700 . �""""'°""''"""""'4 . w�.cn. r.., r.. gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,:�,;.,w� -� � �_'�•�«� ., �.�.�.. /vt�Mw lw�M�1 • Clw�NM��r Mnw d Iww� Pnuure Dladbudon 3.i. Select number of perforated later iS a�� h�y�� b. Select perforation spacing• � _feet ��"�- c. Subtra�t 2 h.from the rocic layer les�gth. ��-2 k.•,�feet d. Determ�ne che number of=pa�betw�rforations. �n n ft.+ ft.s � � spues Requued Perfont�on D�scha+ge ��Q.' /7 spac�es+� � perforations/latual u+��►.pa Q,,,+�c�(gp�� ' Muldply perforations per lateral by numt r f latera,Ls to D He�e %��"��'" �i '�'�"' t total�umber of perforations.� X � :�perforations. cr��> g• � x�,.,_.�SP� 1.Oa 0.56 0.74 SELECTED PUMP CAPACTTY�,0 8Pm " Z.Ob 0.80 1.04 �.�y��heui nquiremenb; a. Use for single family homes 1. '; Elevation difference betH'een pump and point of discharge. b. Use for all other appl�cations �_feet ?�, ,� If pumping to a pressure distribudon system,five feet for pressure . requind�t nunifold if grav�ry s cem,zero. s Eeet 3. Friction bas p;p�i,Q,g�, a. Enter friction loss table with gpm and pipe diameter. � - � Read friction loss in feet per 100 feet from table. Point of Dischu� F.L,• Z-C y fG/100 ft of pipe . b. Determine total pipe length from pump to discharge ��+�� poin� Add 25 percent to pipe length for fitdng Pump lo�,s,or use a fitting loss chart. Equivalent pipe length•1.T5 times pipe length� F-tsb � 3.S_x 1.25=�`L f�� 1.5 inch 2.0 inch 3.0 inch c, Calculate totat friction loss by multiplying gpm ��°^'°"Par10°n°��'�` friction loss in ft/100 ft by equivalent pipe length. to 0.69 0.20 � +100= � feet 12 0.96 0.28 Total friction loss=��_X___�.� - la t.28 0.38 4. Total head required is the sum of elevation difference, 16 1.63 O.aB special head requirements,and total fricdon loss. lg 2.03 o.bo c 20 2.47 0.73 0.11 �� + ,J^ +�_ �s:. -�. � 3.73 1.11 0.16 �---�- �Z� �3d 30 5.23 1.35 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 ?O'I'AL HEAD .__,_feet a5 14.73 3.28 0.48 Sp 3.99 0.58 SS 4.76 0.70 C. Pump selection :..: bo s.bo o.s2 � ��;��.� � =- �, l. A pump,must be selected to deliver at 1�east �gpm (Step A)_with at least ��feet oE tot� head (Step B). ��. . �. :ll �� , � . ....��..� . 'T i� �vS��.k � 1 _ .,. . ... . . . .�.i� . ..:A�. . .i{'�. . .�.� .....,� ,.�'.� ,. :.. ��.. .1j...C, . �[�t.' .. ' b—�l � "ocation or Projact d�- " s� ��'='f-�/" J ��`�'� r`z" �`"'� yoriags mada• by -//eu�- Date ��' /�- '�`� � �la�s�tication Sy�tam: MSHO ; USDA-SCS =; lJnified ; other Augar uasd (check two) t Haad �o�r Povsr _,: Flight . or Buckst�'� '. other Depth� Boria� aumbsr Depth. BorinR number �� iA Susfacs altvatioa D l - . � in Surface elevation �0 1 -3-5 faat tsst 0 � g�� ,8 ,(,o,.G•� �-o-�in.--- �� .8!�v� �'-a...-•— 1 �- C� � 1 � � (� i. C�C..c� �'"l' i , .�Q��,rco�f t2 y _ 2 ,.{�.',fl °�io-•�•-- � . �f�-� °� �y�• �o ��— z _ _ � c-�� _ � � s� ,�,y2 �r � , �� . �� O"a��- q�" `'�� r 8� � �� 3 -- . y�„ 3�,,.�.,� •�,�-u— k — � — s — s — � 6 — .' 6 — ,., 7 — . ,� — . , ,, ;�x��w., .»�.-:r• .... . , . c .;� ,8.�.. ,:. : 8 -- .. ... . . ..�. rll�r:� , ,- . .., ..�... . ... ... /tcc? �M �4 y� feec. ' �� y 7(� test. End of borinR at _ �nd .of. boring*C, _ ,w � Standin¢ water table: Standing wat4r table: _ Acesent at �,�,,,_ faat ot depth� �' Psesent�t _,=,_ feet of depth, C� .�urs aftar boriag. hour9 after borinR. �' Not present in borinR hole �_• Not present la boria� hols �_,• , i _ , . ......._ � _.., • "Sctclsd aoil: � Ilottled soil: '7'' � Obssrved at � %�� feet of depth. Observed at �_ ts�t of dapth. l . — Noc prsasnt ia borin� hols �_• � Not present in borin p t hole 4_• ODs��va[loas aad commsata: Ob�arvations and comm�encs: 1 , I _ � � y G�'�/ r��..��.� d-�1 " 'ocation or Pro�act v � 0�� boriags m�ds• by a� Dace S � I Z � � Cla�s�ification Syst�m: MSHO ; USDA-SCS =: Unified ; other �Auges uasd (chack Cwo) s Elaad _o Powas _: Flight . or Buckst�: other Depth. Borin� numb�r Depth. BorinR number ?Z- . iA Surfacs alavatioa � 7- 7 in Surfacs elevacion fo 1 7- ,2 ��eC tsst 0 p ,��/�� -��---- /I ,';1 -- �� C��,� �-�,,"_ 1 /3�� , , �6 ,, �o y2 .- y�-2 Z _ /, � ., �o �- k•2 ` Z �� a�y�'`� B/L-ti— �-Q � 3 -- 3 -- 4 — ` — S — - S — � 6 — � 6 — 7 — 7 — . ,�... . . ,.w:,. .. . . ,w�,,.,i,.. . . ' "'" . - - ,�g..�... 4 8 -- .. �u,��. _ ._ .�.. . ._ , �. ._. „ �, �M S: � . -.�;feet. End Jof boriag ,at, _ t��t• ,y z Ead of boring at : StaadinR vater table: Standiag vat�r table: - O feet of depth. Aresent at b iast ot depth� � ' P=tsent ac _______ �"'�'-"'— �� G hours afcer borinR. �urs aitsr boriag. � Not pressnt ia boria� hols �_• ; Not Present in boTinR hole 6 ..,.�,. � .... "bCtlad soil: 1�l�cttled aoil: �. '`� Obasrved at � ' feet of depth. Qbaerved at 26 _ fsat oi dspth. i -- O I Not prssent in borinpt hole d • Not preesnt ia boria� hols ,�_• Obs�rvationa aad co�sata: Obaervztions and co�nencs: 1 � p ... . �� ' _.. , ;I • • " . pBRCOLATION TBST SHEBT - � Tc�t hole locatlon � � Holt I� D�te test hote waa prepaisd: `S- I � - y 7 �� i De�►�h of hole bottom: �_� tnch�s Diasnster of hots: 6 �nch�s Soi�Daea from tat holu . � dspW.lnthta sotl t�xtusss aoil colos •- . 1.2. �-�-s�i►-r�i c�-� �li.,G � �fech�l�f scatchtn�ai dswall: �'x a v� '� Dtpth of pea�is��avsl!n bottom of hols:� inchet 12 - e23 6 q � �� abov�hols boKoa� Dats and hous of iaidal watss�I1W+�t `S D�Pth°E�►i�'1 w�et hllin� � �a iv /� . �I �tethod ussd to maintala lz"of water depth la hol�tot�ho"�''• Pescolation tc�t started at�j � �m). psrcolaHoa teat conductsd by; � �� / '' �Iaximum wates dspth abovs holt bottom dusit+�tss� `D,• !t►ches WA�R WATER pEqC RATE tonverpon� INTERVAL WATER OROP DfiOP CALCULATION u16s.� T1ME (MINUTES) DEPTN (k�etlon) (d�clm�l) _ 2 � 2-� u�:.» ,, _ i TA RT � O � ROP PfiR�A y16:.�9 /1 ?� ��_�� ' - p�, (D•cam�l) r-.�v lI �!S --1�--- --�- -- ---------- ---------- /S_ 1, / _ /3 � B u�:ss RCTILL _______� � � � -.� �p P R y16:.» / 1 Q o ��•t ��-�� ---��-�-- (D.ctm�l) RYl1{.L _�_� � � q '�hr �KOFS ��C '�:.� . �� --L$---- -�-�- ---------- ---------- 7116:.41 D RercLL -------- 'f5� �� p��" t/2-.5 ��-� ��-�� CD�ctm�l) ________ ________ 9116s3i E ' =- - �a�tc.L -------- -� • ZSK�v p�Zr ,�,'g:.63 -------- -------- ---------- ---------- _ _��F »nc:.69 RTalILL ��__�- "'�'�b" ROP ---- --- -------- ---------- ---------- cD.�t,T,.,� G y/:.15 RtPiI.L __-_--_- . .� ��=�¢�� 1yi6a.�� , .ctm.l �� ..�� -��-- -------- H 7n=.1i ,_-- RETILL• �_------ -r��- p—�p �� tS116:9� �� .�� _��_�� (D�c�m�l) - Ten Percent e�lcull�on ' �,7� � �.�� / y• � . �.C•0 � ' ��B �G - �.� �.. � � ,�... . A •��• • n�� • � x 0.10 � --- .7i. 0.30 � T� �ra o �n� �.a ITo�L` c.O.E �... �'E'� - - ��-- •rs..• � ..._� �. o �r��a � �� • • ' - a o.10 � At {�.1 O � w�� .a o �n• M�� O E.F.G F'G�~ ' - - . _ �t • w-_ �i��s o m� �. a .��yo�a .+ . .fAr = 0.10 � � O.1 O � - .�... .r s � . ' �1 the top numO�r in each stlt of boxas �s larfler than th• bottum numbor thnn taka �no�nnr raaa��p_ (� th� top numG��la f.SiLl�� pr �mall�r tharl bottom nur�►brr, ave�a�o tno cnr•e► numodrs ror �ne pu�c r��•• i ... C.. � ....,.. M .. � � ' . PBRCOLATION TBST SHEBT - T � � �� "� � � Test hols iocatlon �� Hoi� �---- D�te teat hole waa prepucd: Depth of hole bottoau � v2 inchts Dtaatslss of holss � in�� Soil Data lrom lat bol�s . d�p��sa aoil t�xtusss •oil colos victhod of saatchlr�sidswall• D�pt!►oE psa aiss�ssvsl in bottom of hols: Incher • Dspth oE it�IHa1 watst fillin�— abov�hols bottom I�ats and hous of taitial watss 1111�� tsthod ussd to maitttala 12"ol watss dspth ia hole fos�ho Psrcolation tsst stirted at___.__t�/p�). peecolatioa tsat conductsd by; ��ss '' �taxi�um water d�peh abov�bol�bottom dusl:+�f�s'' -- WATER WATER PERC RATE conver9or� INTERVAL WA`TER DROP DFiOP CAI.CULATION u16s.� OEPTN Iraotlor+) (d�alrn�l) '1'IME (MINUTES) � 1� UI s.13 �i D :T T _ ��v- j, ,� -'��_S:�; p�z-A 3116_.�9 �� ---��-- --�=�-- ---------- ---------- u�:u /{ _ I -2 _ !2 � s , weriLL -- - -- � � ,�'r -6a3 �i�� yt6:a1 �" --�� • �"+.Y-- ---=------ � c�.��n,v) f �� _- r -- / � /5 _ �e 0 �5, C 3�!:3i RilILL -�jr=�=� -+�"1� ' -�R�� €R-Zr �,1/� —��---- --�� " ]!16_4t ---------- --------- D Rl�ILL _______� �' �RZ$P PtR-Zr �Rz.S (D�clm.1) -------- -------- ---------- ---------- E 9l16:.Si R8lILL _-_�____ '+�' :�P p-�_� :,B:.S.S -------- -------- ---------- ---------- _ _��F t�n6:.69 AHlILL -_-____- "'j�b� ' ROP -- cDK�,.,� G ti�:.�s " .. — —�EA�' 13116:�1 R!P I L L �------- '�� , .ctm�1 -------- ---------- `--------- H -------- 7A..li RErILL- _-_----- -��- p—R"�p p�� 1SIt6:91 ------ ---------- ---------- cn.��...i� -------- � Ten Percent-�zlcul�tion ' ,3 �,7 _ 3 = �,2.`� . .. B�C�p . A.B ,C — — � r�N� • �.� �.. o ��s • �n� � ,w . o.i o ��------ /ff� Y� w Y• A++v .�. 0.10 � T� ��l � , .. C,La.E ..._ � �'E'F _ ------ ..�•.• • ...�� .. a . _•.�..• � . t!'�• � • � � . �a 0.10 � - a� O.10 � , rn� •.a tirn• V�� V � r►s.F.G F' '�''�H ' - - � � � ��' ri�ra o ...r �s u �w�I�y�.a v T+ �t � a� 0.10 � a� 0.10 � - ^`� "'• � . ' �f Lhe top numbr� �n af,T=�,.bhin doti OT nVhfTtl»fh aV�fiQo h0 thfaa nuTbdas lo�tnerpe G ��!f , tnr top nump�� is.sq+�a ' �� r ,. i,�� , , ; __„_..__, ._�h ., } � � � � . PBRCOLATION TBST SHFBT - . �� s . � . �� Tc�!holt:ocatton � Hol. r Date test holc was prepusd: Dep�h of hols bottoas: /� �f itub�s Dtaate�er oE hole: � Incl�es Soil Data trom tsst hola � io colo� dsptl4li►�+�� s N I�xe+uss �. � �. /..Z � f�� a� (S D�pt!►ot psa�iz��avsl 1n bottom of holr.�_ inchep vlethod of scatch�n�aidswall: „2'" abov�hols bottoai �'- /�-� '�3�� Ds th oE Initial wster fillin Dats and hour ol initial watst Ailt�+� ' p G�,��¢ F -� �Iethod ussd to ataintaln 11"ol wstsr dsptl�ir h�ls for�ho percolation test stirtcd at�(�/p�)• PercolaHon tsst conductsd by; �a�� s � �' �la,cimua�watss dspth abov�hol�bottom dnr�+�t�� - WA�R WATER PERC RATE conver9or►t iNTERVAL WATER DROP DROP CALCULATION u16s.� OEPTN (k�ctlon) (d�Qlm�l) TIME (MINUTES) �s.13 J-3 �� , !� ,JC:�� __ � ROP fiR y16:.�9 � iTART _� -�_ �D•cim�l) �!� __!.�__ ------- — � � �3 �� u/s u �►� �' �'�-:----��-�� eri�L ----- yt6:.11 _J�_ 7!�_ ---- cn.�►..,�� /�pD - ---------- ---%-- --'r - � � 1�,�6C y9:.3i � �' s _ ' '-�tR�- xaric.L -- __ -�i� ' ►5R � __��--- -a��y- ---------- -------- D »,6:u RlTILL _��_�� -+� 3R�P� ak'A�� Rz.S (D.c�m�l) -------- -------- ---------- ---------- E 9lt6:.56 RSTiLL ____�__� -�' ti0�� P�R-Zr �'Y:.QS (D�ctm — '� -------- -------- ---------- ---------- _ -_�z-F 11n6:.69 ATi1'ILL �_ ''j'�ivl� ' ROP ��-�� __ (D�c�rr��l) '^'�� y�i.�S -- -- ---- ---------- -------- G RZPiLL __-�-___ . , +�a� �� P�L'� �y16:j� .ctm -------- -------- --------- ---------- H 7n:.w . _�_ , _ . �srzLt,� -------- -'1��-_'D v��€��" tyt6:9/ - ------ ---------- cD.��..�� . -------- ------- ---- Ten Percent C�lculition ' � �- $� � 3 = , 13 y y • B.C.O . A .B .0 - .�� ... o - � ,.«. • .��•.a . ^� • — r o.io ••_ � o.ao � ...� .�� o .n� ..a� � .. C.Q.E �r �'E'� - - � ..�... • .....� �a o .,. - �I��• � IA• Y� • � 0.10 � R 0.10 � - m� �.a o ..... .... o F.G.H . E .F,G - - _�_ �... .�. o � •ia..• o .�iy��• u !A� �� Y n 0.10 � r O.1 O � ��- ^"' �• y ' il the top numb�� in oach sdt of boxes �a larfle� thun th� b��i�e �he h ee numGdas lo�r�tt�srptl c �+fl•�� tn• top nurrl0t�i�.A�siy,l or smallor tha��otlom nurr+b�r, ave�afl �!^ ,•.�. `y • ' . PBRCOLATION TBST SHBBT - . ,�1� s � Hol� �� D�te test hols waa prepued: �.7 ' �'2 ^ 9 � Tcst hols�locatton Depth of hole bottoms inclsts Diaa�eter oE hole: �n��' Soll Data lrom te�t hola • �aoi ol'o�s d��t�b.�incl+N �oil t xeae�s ,� X,Z ��. �S D�p�o�psa�is�pfavel ln bottom of i+ols: 3iy Inchep vfatiwd of saatchln�aid�walk / � �� abov�hole bottoa� <`_ i ? _ ? 3� Dspth oE kIHal water li u�— Da1s ard hour ol tnitial watat lUlL+�s ' " � �'�� tsthod ussd to matrtaIa 1r'ol watsr dspth 1r hols lor�hou� pe:colation tsst atarted at��n (�/p�). /�1 �1,� i — PercolaHon tsst conductsd by; �� r• �ches �f,xlmusa watesd�pth abov�hol�bottom d�ri�+6�s~ WA�R WATER PERC RATE tonversion� INTERVAL WATER OROP DROP CALCULATION �6s.� DEPTN (1r�ctlon) (d�olm�l) TIMB (MINUTES) �:.13 � ��,, . �5 ' 2�s 6 �' 2 S -,�.,� � �� p�� y�6:.�9 1`3o s TA AT -------- � (�.o:n,�l) �� :�� ---------- � 11/s 2S � -------- f s _ 2,�, 6_zj B �eriLL ]b -- �,��f "S�3 �R�' y16sa1 _j—=�-- �r cD.��rt,.l� �� ----- ---------- ��. --------•� ----- � Z. Y_ G -�- c �:.� aartLL ��=---- 2 �/ 1 —�R3� � 1--� 1116:W i ----�' ------ - -- ---------- D RlrILL -------- -.�--��-�-�' �n:s �n.��.,,.,� — -------- -------- ---------- ---------- E 9lt6:.56 Il6}iLL .��_�__ "� ��P �—�R�� i�:.� ------- ---------- ---------- P. ---- -------- Qo — 11f16:.69 RY�ILL ��-____- �'f �.�tm�l)�� ----- ---- ---------- ---------- G y/:.�5 -- _ . , 1ttPILL �____�_ ..� ��- •�p�-�FA� tY16�j� — -------- -------- ---------- ---------- H lAs.11 . AEl1LL• �-_��_�� — ��€�'�" tyt6-9/ -------- -------- ---------- ---------- ``�"� �•'i�R�� Ten Pezcent ealcul3tion ' / `� - S ' 3 �'�O a ' B.C.p . A .B .0 — ...� ... o — � .•... . �..a . ...� " • .. o.so � f6 0.10 � - .... �..a o �• Y{ 0 � p,E,F C ,O..E — ..... �. o _ �..•.• • r ��L, � l�M� Y• • - � 0.10 � s 0.10 � . �.� �.a o ,.... �.. o F,G .H . E,F.G m� _� o � � r/�Y• o .�f»��t V It\r ��• 0 �[ O.10 � � O.1 O � ^"' "�• � ' - �f tns tn`pT�:b::qu��a��T��,o bhan bottom numb�rh averafle he threo numbdas fo�r tnerptl c ��9�!t tn• top �� :,�:, _ . .�..... I:; OF LOT 5, BLOCK 1 , SHADOWOOp �ARM _- HENNEPI�1 COUNTY, MINNESOTA ,., ,-�, , �r, \- �� . �T� �oAo N�J. C � : �,c,ae, t+o,,.z, _ ,•- '- N �9°54' i 1" E . 5i 1.99 .• o . , _ . , i - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - T,o„3�- - - � - - - -- - -�- - - - _ .. _ _ _ _ _ - - - - - - - -- - - - � � � � � • � � t�ooe.e) � t r � ' � �� (101J.7) ' � (1D t i.a) " I �� 10 i (IOOt�) 1��}` 'O'3��/,� . � ��r��E � ,, '�' ~ I S�' '~ � � � � 48 � � � ' I Q / i �o � � � i � { PR4POSED �� 101�� J F r� ; c�o�.,� : o�,. H4USE " �o�y � �, t _ , �� ,,., �SEE DETAIL) �� o � ��F +o,�: \ �•\ � — ' °o'�aj � t?oo�.a) 1p° ir �f L U � D, ' ' �� Q��,S �o \ ' ,��g � ,/ � �+ o _ /►' � � �o B � „ � � � �O , "-�---�� — � '2p, �; � — �'°oa�`¢, ��° Q p 7,4 .r-, �0ob �t., -t_ _ � c,�,a, x� � � � _ ��=�� ,-- �•, DAT� � TIME CITY OF ORONO , CALLED IN L•�' INSPECTION NOTICE /� 1 ��j SCHEDULED �' �� L� ' PERMIT NO. � COMPLETED � ADDRESS OWNER CONTR. � TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING .Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL IC INSTA . 22 FOLLOW-UP Q = 09 PLUMBING RI FIN 35 HARD COVER REMOVAL J 10 PLUMBING FINA 36 F NDATION/REMOVAL � OWNERI TRA R TO MEET YOU�;_ ES_N � COMMENTS: � �'� � •�... a r � � �`�r� � � J " O � � � � � �� . � � �' �' �r- Q . � Z W � W � j d ORKSATISFACTORY:PROCEED �_, PROJECTCOMPLETE W � ❑ CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �_ PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED i:i INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the ext inspe tion 24 hours in adv nce.473�73�J7 OwnerlContract Inspector. White Copy/lnspector's File Canary CopylSite Notice , ��/" ' i _ �-��-� C D ,TI�CJ CITY OF ORONO CALLED IN ' INSPECTION NOTICE SCHEDULED -��- �� PERMIT NO. L�L I� COMPLET D � ADDRESS �� C1 ��/h�-`� OWNER « ' % CONTR. � `�-� � TELEPHONE NO. �F' -5 �— � J 7� � DESCRIPTION l� 01 FOOTING ' 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WAL�BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 . 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q = 09 PLUMBING RI INAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOMEETjOU:_ ES � COMMENTS: � � a Y �� J ` O � � O � W � Q � Z W � W � � d W ORKSATISFACTORY:PROCEED C PROJECTCOMPLETE W CORRECT WORK&PROCEED ��: ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �- pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe xt'ns ction 24 hours in a vance.473�73�J7 / OwnerlContract Inspector. " --� White C yllnspector's File Canary CopylSite Notice