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Home My WebLink About2009-00262 - new septic CITY OF ORONO PERMIT NO.: 2009-00262 2750 KELLEY PARKWAY . ' ORONO, MN 55356- �ATE ISSUEn: 06/OU2009 � 952 249-4600 FAX: 952 249-4616 ADDRESS : 325 HOLLANDER RD PIN : 25-118-23-43-0024 LEGAL DESC : REG. LAND SURVEY NO. 1281 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW . , , �1C'_� � �,, {. �� , �, �1, � � �< i � ,i� , �� . ,�, _ APPLICANT SEPTIC NEW 200.00 PATNODE BROS 23200 109TH AVE STATE SURCHARGE SEPTIC 0.50 ROGERS,MN 55374 TOTAL 200.50 (763)428-7393 Minnesota State License#: 95 OWNER GOLINVAUX, MR. &MRS. 325 HOLLANDER RD WAYZATA, MN 55391 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in nformance wrth[he State Bu ing Code.This permit may be �D rtveRe�c �at� �time for due ' � � � � G2'� ��-� " �� L ��✓� X—Q�7 �� / / A icant Permitee Signature Date Issued By Signature Date SEPARATE PERMITS REQU[RED FOR WORK OTHER THAN DESCRIBED ABOVE. ,�0� City of Orono FOR CITY USE ONLY P.O.Box 66 a�, �, � 2750 Kelley Parkway Date Received:�� Permit# 9�d� Z____, � 1j�,�`�. � Crystal Bay,MN 55323 ��o$�o` (952)249-4600 Amount: $ CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) � Job Site / Owner Information: , �� '� Site Address: J � � /`�l c�LL�-.�iJ�/� ��:D Owner: ��t+e �� ;,,v.4-�` Mailing Address: 5�--�.:�' City: , a�E'v tiv Zip: S�S�,S� Home Phone: `� S� -� �`7 S — l�S ��Z Alternate Phone: Contractor/Applicant Information �.; _ . , Contractor/A / f �� Pp�� tiO�� d' �a y '� Contact Person: f�� Address: �3ac�o l o� �� /-�cJ� State License #: `�s City: o��5 Zip: 55:��7`f Expiration Date: 7 / ��/," Phone: ��Co3 - �{�.� - 73�,3 Alternate Phone: 6%a - �I�o� - �� v � TYP:ES OF OCCUPAN"CY �., # � �s � � �,� ';� �..� �. .��.�� t;,, �� :: .`._ Residential � - ❑ Commercial ❑ Other . �� , �� q ;� � � �.' : � '� � � � PER�MIT ��I�PE AN�D F��EES , � `�- New or Replacement System $1 � "o ��'(7 � Repair Existing System 0 (Tanks or Drainfield) State Surcharge . .50 Total � � � � 5� �� V:\(Permits)\Septic System Permit Application.doc 1 / 2 ti 1 will be installing the following: Tanks ,�'Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other pist manufacturer) Number of Tanks: � Size of Tanks: /�� oa a �OOO �.�� . . _ . _�; ., . .. Treatment System ,,, ,, , ."��""� .._ . .. . �� . Trenches s.f. t � Mound f�X S S s.f. Q UF�(L A-�L '• �4( � g q �. :�, , Gravelless s.f. � Chamber s.f. �- �- �, �, Final Cover/Top Soil " �� " ` � ' ^ � to be borrowed from site (show focation o� site plan) � Y trucked in �. ,` ..N._...` . _ ,. .� �., . �, .. y .. ;- The undersigned `hereby applies to the City of O�ono for issuance`of� a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and correc Signature of Applicant Date: s � O ' MPCA License No.: �_ �� , ,�� _ StafF Review: [� Accept ❑ Denied Reviewer: _�, � < < �r � ��QS Date: ( �— r� O �( Reason for Denial: Comments (to be printed on inspection card): V:\(Permits)\Septic System Pennit Application.doc 2 �2 - �� -�-�� (�� S-P T'ESTING� I��. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX (763} 497-5011 State License #394 April 29, 2009 Charlotte Golinvaux 952-475-1863 325 Hollander Rd. Orono, Henn. Co., MN The original site designed for an on-site �ewage treatment system remains the same as when tested in August of 1997. The test holes were staked &there did not appear to be any damage to the soils on that site. Thank You Steven B. Schirmers '��'L�� !�'1'tC�' ��t�S�� A�` � ��.r.,.,w�.w��.► .�' ��. �� rvrmc��xq�� 6�1��r ' � !�n�.�.,...�.�»,�.r►a� �w,w��r+�. �Ir frn a�npl+d...�lt��1.«��taeM��.�A1. �slso�di�Ua�t tott�oaitio�r�e�� !'�iM��IrAK�IiKY�+��►� 1 ' .7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 ^ 951 Katydid Lane NE • St. Michael, MN 55376 �6'T��'497-3566 �(�,� � FAX (612)-497-5011 State License#394 August 1, 1997 Charlotte Galiniaux 325 Hollander Road Orono, Henn. Co., MN This site has an existing on-site sewage treatment system classified as failed due to not meeting the 2' separation from the bottom of the system and the saturated soil. The system is approximately 3' deep with the saturated soil at 24" to 30" deep. To adequately treat septic effluent, a new system will need to be installed. This on-site sewage treatment system is designed for a Type 1, four bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The property lines must be verified prior to installation of the system. The soils on this site are SCS soils mapped - HcB2 - Hayden clay loam. The seasonally saturated soils were located at 18" to 26" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 17.8 mpi. . . , The existing tank may be used upon approval from the local Inspector. The tank must be water tight, if not abandon, pump &fill with soil. 1 A pumping chamber will need to be installed to lift the effluent to the treatment area. 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. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. 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 r�o problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc.) human waste &toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. 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 tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. < Iv`'�• . Steven B. Schirmers 2 —_---- • -- -- a>4 PR�e�-s�l_�,N�s_.t�� _ �R_Qx�rn�4i6 �- Mv�ST_��_. �.C-R�F�Ep_��n�Zn.TNSTAU.�sonJ N-- � �' �P�x Po....d_PoSs;t�{e��o� SS7�c.Z x ua•i x��ae - - — ry� � �j /i��_ � WOO�� 3 �'v#1 Q�i:�� 4 2j,�/ii q.y��0.1� � - , / / � v o q� �, '�l `�^-'..�.�-�. ��r\�/�j/ / . -� __.._,-_-�---- •_._ _ � '� ' � � � � � ;, , ; �1 �� \ _.., 1 �11b:�� _1 ��_ _ �� -�� A�� 1�-�1.�.�!`.( '��U�4t--��-*'� o�� ..-.. - � v`�'; � L . '� � j � . O� 'C�''� 4Y0"PGS"��._'C��4-'`N'�� 'R'R'�1�, �i5`.i x ug,4 I ��-. � �,,,-�� -,--,-Y-�'�--� 'S�a"�� 4 4�-�� .o�yf�¢a.e:�Sl.o.t-1.., �"�w�•� . e w_, ,� 7,�� ' ` ^� �x nL� " ' � ,�'- f�n.y - � S m,,� � . G CS�:� ��+�OG . GSb" � � /�, �� W06�� Y'��4oS'��o ! _� -f8v,n / -_� � -��-' L_ � � ' �4•sv+��Pti►�t, - �• '('6wl : -CO4 Orr'�i�S�r�wt�►�.-� ��aW,�st� . . ,� � s, _ -� � _� � -r,.�A-o ��-)oo.0 ��'Po=�G9 � E+t�HiG� � � �� •��c.c \ � � SL�Y� 'L1��'T ":� 36meT —7. 'Sti'M�-- � ' I �W( \ � N �C`.it� � /� � . �. rT O �-_ { ' \ � i� ��r+M�L1� i � \'� � � /_m � 9 perco!ufion Tests Scale= 1�=SO� ;a J ` , , pSoil 6orinqs �� , �Ber�ct: Mork �""'°�` � �°"'°� � ' Note= Ttus system is to be constructed fo meeS e<3� � �� c � � ` the N6r�nesota Potlu!ion Co�•�d Ayenc�r �' Chapter 7080 & S,ocal Ordinanc I . � �� fl ��rvJ r�� /� \ � Check all underground �itilities _ - �� o S.� 190.33 \ � /y�� PRCPERTY OF: �u aQ� n-n-F C�AL.tN�Au�C �R,y� 3?S l�ot_�.�1fl�Q �AD . \ �p b ocJo F �1 EN� C� ,rn� S-P TEST/NG/ _' Oevgned By=�� S3� �i�� - Da:e��/�/3' PH.6�2-497-3566 i _ 3 _ i ,y� �,�.�ss � � - lo'i- Ss' Ko�,� ct�-o — — `- — — 1 yy' S!' -_ ao� r a•l 3.5 �f��L SA Z . 3.K so. � _ � _ �.�- �. � ,�. �.s sRi•�j �/—�-- -�-L-2_ , 3°�v so�'�� _��_— �-a go �.��--rid. P�As.� v��..1 , , , t � �� SE7- BACKS HOUSE Sys�em cnust be= �C �F,!-��0�-.1 ��f-�� w�o-�� . Tonk L� from �operty�u�es ��'C� T �o.. trOm wei!5 w��-o� ,� L. from b'dgs_ , _�.�� Treotmeni orea 1��f�orn bkes► = streoms ��._��w�� m;tches mst be bcoted in a Treotment orea /O� from Property lu�es ' weather proof endosue artsde the P�mP�9 cFamber and monho�e � �F��--swnv M�4�ko�5 �••.:�+ �>>" oo .from we':fs�s4�-so� �c�Fj�` /o'{rom 1'ees yl' SOIL BORInG EI.EVATIONS d �. �o min. ! , � y t ` TH IIl ��.-113_� — ' � 3•'�_ � g�e 3 0�o TFi.�2 E! -1L�=� i Tonlc i ;:� - a�o`- T° �~�� Tt;"3 E�.-.LL1 � ' Tonk ..� pRESSURE D(STRIBUTION MOUND SYSTEM -�-f..;.� cL_ Orop to TonSc I ' ��:�`5 El.- I� N�u�.I�io 8� �R'R'P'"9 ELnIAT�OV at PROPOSE� Pl!MPWG Moz.l�to4� � ��P T�U�C.S SH�A��oc�J Chomber C!iA��BEn-33:��0� "P�r"��-93•0 -4�to 6��dio.aPe U��-�o � �c.�s-r,�-�L,-�Nu--9a.7 SYSTEM DEStGN -MOUN� S �BEOROOM , Aveiage Percdoho� rote ��•� minJinct� (design.83sq.ft treotrnent areu perga�.of daily sewage flow) �E —� of bed area+side sfope run�.to I x�heigtt=�-ftx��ft lov►n-oraQ needed) c�o gd,/dq x.83sq.ftlgd.�sq.ft.of ireotmer�t oreo +10%_�`L2s4.fl. (-IOftw�dth'�-fl.�9m S f�treolment area x l.0 5'� depTh of rocSc=�_a.ft=27= a 1 w.yds(3/4�to 21f�`"db.,indudes 2��of rock above p'�pe? I Clean rodc needed- �1_s4• •. �gy� SA�o o�P�[�� •� bom bodc f�l�_a.yds.opaox., topsol 6 �_4v-Yd- �7 c� � -�S�-� peon sond fiq betow rocfc needed�cuYds- oPProx- . 5O^� _ (i-S�c.Qt�t��9_.-Co Aoo �o�o -Co_-Co4so��.EoF- .«R��A� ��.� �o) a � Ist tonic ovo goL ,2ndimk Uv0�I.mnirxms �u1s P�.1�P�Nt� `t��amC�eg-- Number of tonks re4uired o + i bock dro' e- � � �c-�b �, u 25% of do sewoge fbN► of�t2-o 9a�-'��g°�+reserve slor'°9e of 15 Oyz�1/BI��2 clol P Pe f1O9 pROPERTY C=� ( Pumpr�g ct�mbu capouh �Y of�_got./t00 tin.ft.of a �d'a.supplY Pipe� I'm.ft needed a1u, �_gol:+monifo!d�9o►J�GRf t of��d'a.pipe,Cnf t needed� ��--90�. -a �o � �� I d v T'1 \ CO -. totol copocify needed�9�t_(plus orea fa pump} us� n,�,n. !Dv O g�+l.caP. j Disfribution pipe ��d�a. ,L��--I'rtfl, ��-dio. perfo�ofions�-��opa1 C Pump s¢e �.�.thP• �WmPoble copocity L�qo1. 4 cyUes/doy) J LS�o �1) ' H�Ao P��s ��S��.iH�� -1� ��1 tY►,—�n S'-P ]-E$T//VG "I' , - Note= aslonce irom �reotment o�eo to ne�ghbo«nq w^_�►s— � r��S;Sned 9y= � ' � No1e= When conslruct�nq bed - , lnis oreo shouYl be shoped U��,�� ,� �0 D � — � q 3566 • ; Oo�c=`�/a /�2 , PH. 6t2- 97- ; to divert run-of( trom enlering trea�ment orea. � � � MOUND DESIGN WORKSHEET (For Flows up to IZ00 gpd) A. FLOW ��a s�.na�FloM b c.u«,.��y� Estimated �o o gpd N�++� or measured - x 1.5 = - gpd. a�a►� ryP`� �'P`u �y�u� �rv � _ 2 soo us �ao �. > > 4S0 700 218 •r B. SEPTIC T�1NK I.IQUID VOLIJMES � + boo 3�s us .� s �so .so zv+ � a - � o 0 o gallons s Qoo su »� �- � ia�w 600 3�0 �,�. Q 1200 675 �Od C. SOIIS (refer to site evaluation) ►.�. ►� ,� .� ,, , x�eQ ,.�r.. �.,.r. 1. DePth to restricting layet= 14s,�aa, i a� inches B�. �,,,,,, �, 2. Depth of percolation tests = ► a inches `'"° `'""' 3. Percolation rate ��•8 mpi Ii«:" ,'.oSOoo i'.`sosso , 4. Lutd slope 1 �0 3 % ��; �'� ,� ��s sa.R�.c-� c��s� D. ROCK LAYER DIIv�1SIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = 00 . gpd x 0.83 sq. R./gpd =�� sq. ft.+��=s4�� 2. Select width of rock layer(10 feet or less) _ �v ft. 3. Length of rock layer = area+width = R�g� s`-1 '� sq. Et. -t- -/U ft. = s�� Et. ,.,•,,•,ti•ti•� ti.,.,•,•,•�.�.� f•r f.f•S��I}�t Mt.I.t l 1• �.ti•��1•1•1 ti•1•�{1•1•tiM•�.�.� .r.r.r r•r•r r•r•�•r• r.r•:•r•i• �dth 5]0 ft. +•ti.�•�ti•ti•{-�•ti•ti.�tih �•ti•� r•f•t•3•r•r•�•r•r�•r.r.S?f.r.r. +•�•�•��•�•ti•�•;•�•ti.ti.�.�•�.�.� .f.�...f.�.�.�. r.�.�.�.f.f.�. E. ROCK VOLUME '-- �"�' -� 1. Multiply rock area by rock depth to get cubic feet of rock; �_sq.ft. x .� - ft. = s�� cu. ft. 2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards; � i ��„cu.ft. +27=�a L cu. yd. ' 3. Multiply.cutiic yards by 1.4 to get weight of rock in tons; �cu.yd.x 1.4 ton/cu. yd. _� tons. F. ADSORP'IION WIDTH L�A��{ �0�4� Ab o�Wfdth5l�+ Lbk 1. Percolation rate in top 12 inches of soil is��B mpi r�,r,,,tla„w,. �°� A�-�' �„1�,,,,,��, Soil Texture r,r "�,,`: �.. .:�., 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 l.00 .u.� gpd/ft� 0.1 to5 Sand 1.20 1.00 0.1 to 5 F1ne Sand" �.b� Z•D� 6 to 15 ndy Loam �•79 132 3. Calculate adso rion width ratio b dividin rock la er tb ro 3o t,oam 6.60 2.00 rP Y g Y 31 to 45 sttc t.�m o5o z.ao loading rate of 1.20 gpd/ft2 by allowable soilloading rate; �so� �.o�, 4 2.67 1.20 gpd/ft2�- , L � gpd/ft�= a.to'1 Siowert�ian 120 � _ �.00 �sau l�.�sox a m��t t�,+�a�ay r�,�.�,d 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; �-Lx�ft= a�. ft .G. DOWNSLOPE I��WIDTH � 1. If landslope is3�o ��ore,subtract rock layer width from adsorption width to obtain minimum downslope dike toe at�.� ft-�_ft=�Zfeet 2. Calculate Minimum�mound sizg based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separafion Lj�feet b. Multiply rock layer_width by landslope `� ron�:co�.� to determine drop in elevation; : reo� Ro ea Slope Difference s.p:rec�oa r..� 1Q_X_�_%-� IOO =��feet S�ov�Ott�rrencs %3 . et uvsiove w�etn c. Add depth of clean sand for separation (2a) -�1e�t Ro�k e�a w�ecn at upslope edge,depth of rock layer(1 foot) to depth of �reee DownstoDe WtGtn cover (1 foot) to find the mound height at the upslope edge a� feet of rock layer; L�ft + lft+ lft= 3.s� feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3 � S� s Qu-�,a � 3•�s �-�-�-� �� e. Multiply dike multiplier by upslope mound height , to find upslope dike width: 3•S� x�.S = �3 feet L3•�s � 3.s=�y ) a S� �`� f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer(2c) to find the downslope height; 3•� ft+ . 3 ft= 3, �feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of `i•S y h. Multiply dike multiplier by downslope mound height to get downslope dike width: y•S�-i x 3. � _ �� feet , i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; �� ...........:.................:::::::::::::::: ::»;>�:::::r:::;:;<:;::_:>::::. :�<:::�»>,;:;;.;:.:;;;:.;::.:;.;:;::.::;::.;;:; .;::,<.:,;>:::.:>.>:..::<.::.;;::.::�:.....:.�::.:,:.::.:.... <.......,......... �s� �.o feet �ri:x:»;::>;;:<�<:«:>;:<_r;:::;:.::::>:<;>:::<::::;.:::::>:::;;::.:.;:::.:;.:;::;>:.::. �.;:<w;; ::.>�.;.i�c��. ,ain�<::'::z:>::>::>:<:>:��:<:>::�;;:::::::::,,::::>:::..<;::::::».;::>:<:»:x:::>;>:�s::<::<:>;>:>.z ::;:f:;;;:::::, D D .. .. 't'�'o n:2�:�::::�:::�::''':??:'t�::;::o;i:?::Y.::::i:::;;,;:;•F.'�^:+t;r:;>;:;::::5:�:3::::�:>�:�: f � ft�t %Y'�',c?ii�>i;r::i;:.f+.::�>,'..:::i'i';tkiri'•.,.};�;�5;..,:2 .:�t�;: Total mound width is the sum o ..-l-�.-. .,. .,.< .,.... ..�,. :;��:. ..}::.£. ..>.:..�<.. .,:�::� . .. >:<:.;:.:::.:...,::. � :.:::.:::.:...:. :.�:::::.:.>:;; . ::..�:::..�.:..:: ... . .... ............... ... .>�;.::.,<:::::..<.>:;.;;:.;.:...:,... ..>,.... <:>:<:::>::::;::: ;::.:::::::,.::..:.:.:.:.....:<:. ..:.................................:::. ..:::..:...,.:,.:::. . lus r ck :::>>'�'�;;>r= »�::. upslope dike (G 2e)width p O :;:;;: eper e�o w�ocn :�r; ...... . .,......... ��:<:�:�:s: :.;�>:�<,: � . k::::<::::>:<,,:: =: � o �£�r..� layer width (D.2)plus o �o��oo��`W10tD UDf10D�"w�at� 3 ��..� ... . ._. _ .......... . .. . _t�._�ee� T�p t:'t'�:.'(<:S�iv$;`ti,i,:Y;y','i�'•`3 x:�y';:.;i'v'i•,•y'3i.k::""' �� s v.,,.:.;.;:..;..x;. downslo dike width(G.2i); - ;�.t.;:..;,: :.:�:::.>r,�� `�:.,.�t.�,�:�:�.x. �:;��.�{�;�:::�Y>;:..:<.;:,,>;. r- o i•'•�:�kko:::;:r,..j.o,•::r,Nf.�c...y,G,:�v.t.::::xs:£:R`:•w'B:�:K;�•: •n:?•:::.Yr.4.'�:•:{J'.•:r'+.h:.}.:r.:.:::..v:•�+?'�v.:•�:.i•::�:i:i::�.'•''.riv>i::i::�i:i:::;. 'i:�li:ii:•.....:$.:.;� :$.{..h..{.....v.. .ny,•;!ix:::n+.:�•::.1.:::::.:.......:: O i:.+�::v.pri�:•i.�i�ii:s:i':r. :::4i�i'f.!�x:sy•y•{.:A!�:.5::::::v.v.ii^: t� i:::}...{.......:.m:................�......i:4i ...f.. � i:i:{•:!�:'�:::�:v::::?::::v:::::....v..wv:::::::::::::::::::: ::;::i:•'•�n::•::i�.�:.� � '•:t:fr•;:;+;;:,+.::::;::;3?:;%:%:.......................... + + f - feet :.... : ft u ft o t � ` _ � � �� _L- � �::;::;<:»>::>:::>::::>::>:<:: :.�::,.:.:.:.....n.......,., ::::..:,.:::.;:.::;;«:::v<;:�.. ........... ,..._.�:::.:;: �:«<:>:?:�::::.::.�>::::.:::::::::...:. ;.>,..::.:....::......:.:.:.: :._:.�:::::::::.: .:::.:..............:..::..::::.:,::::.:;;:.::.::..;,:::,.::.�:.;...:.»..:<, u .,.�...........:...:..:>.:: :;:.;:.>::;;::.::.;�.:<:;.:;.:.>:.;:.:;.::::::..::::;.... ..... .............. y :#�::�:;::;.:;:DownsloD�WIOt��::#:::s:#�s;:;;:2•�+.:.:....::...:�;:.;�::..,.:::.:;:: 1 ��%�:'t�:i'r;•:v:•::•::: ...?�q,;...:::.v.::;:•::�:>::�r:�:�::� { •:i:�ss?iE�:�:.:::..:.. :.:-i.,.,;.;.,...,:•:::�::.::::....:.�:. k. Total mound len is the sum o ...<;:.;:::;::: 1..� :::,.:v.,.::.:...,::..::;.:::....:. � ?�:`<��::::::;>�:;::K.: asz ..:,:.::..:.:::::v:.::::::::. ,..;,a...;..2•:i�:r;< �:�.5�:>:.: w:a:•:::,c:::x•:ar•<••�::M::>i:':`n:fi%i:;......r..�•::•:•;:•:ro:::::::..;:�:•: •':��i#::'' >.:)•:.;c;;t:v:::#aa;::;2;.:•.3::. +•,,:?:.:••_.�.,:,: ;?:;;:•,•:.::..�:::..,.�:.•:.••.::.,.C;..::::.;:;;»::2`;�;"•::.::�:::::.....�:.i:::w:2•'::::::::#::ri;�:5;^%:t%::::4R:' ::•.`,}:;;::;::;y>...�,::.,.,,..;;,,....•.:;..;si.t..;>.::y;:.,.:::...�:<.::.,;.;.,..;,,:•:::r.;:?•:.:.>:;;,.+,:<:.:::::•.;;::•.;.:.;.:.�:::::::: u slo ciike width G.2e lus rock la er ;.:3:.;.;..;:;:.,:;..:>:.;:.;>,;;..;: ( ) :<>:}.::::>::<:::;n::::>>::::::::�,.,<:::�>:,.:.>:.::.:....::::,.::::::::..:. P Pe P Y >:::>:::::<><::<::<::<>::<:::<:::<::<:>><::........................�....... .�..�...t:.> �>:<:?<•:;.;;:;.::;;;s>:>:>. �i?4%i::iY'�>iiiii:%"ii:Y+.....4:::::::v::.:.... iii�$:�>i:::4:�'�ii'�:•:::�:J:{.i�::i:•�::•i:'u'r:}:iti:•: .4�.,.,,r,.;F,.,,.5.::::::.,•:t..:::::r.•:::...::::r•:::•..,•?`<.s,:;•::••:.;�:.:;.;:•:;.�s;+.::: ...J.........::........... :::`h?v�33.'•.•:••:...f:.:::.t::::::.. .. ..<.. .:.p:. r•.Y•i`l.^Y.:: ..................... .......................::: • . �iiiiv:::::::.'r'+Y:i.:;i::': k wi th .2e ::<i::: ,.,.:: ,». . lu u 1 di e d G len hD3 s soe ( )' ( ) , :;«:>. :::»:: P 8� P P <<`,:`<:;>:;:;;:;�;:«:;::>':::>:;::>::>::>::>::_:;:: ::4'4 . :..:�i::::6:'::�ii.:::i: :..�y.:x: ::r:�::::.... : �.:.:{•::3�'•::•:::...v.. �:v.... {:{ii�i:.'•:::: ':�:'•:}........}. . i:.$.�:-..:i:::.,-r�x.;•:'::Y.vi}i:::i::::.�:::::: :::w::.:.:. ................. ...... �..F......................... :ir9::iL.:.i>:Vi.}�:..:.............:..:....::.. �:•r.{y:i::::::r:�J::i:ii:::L!::•:::(.:•::�::i`:�:.+.^: + S + � ft = � feet y f ft � t 5 �_ �_ ...................................... ............................................................................ �� -� 5S ao = 9S TotelLenpt� own ope ps ope �:1 ll 5:1 &1 7:1 3:1 �:1 5:1 41 7:1 8:1 1G�1ope 0 3A 4.0 5.0 G0. 7.0 3.0 4.0 S.0 60 7.0 8A I 3A9 117 5�6 6.38 7.53 291 3.H5 4.76 5.66 65t 7.l] 2 3.19 l35 556 662 &l� iH! 3.70 �5� 536 61l 6.90 3 330 �5.86--- ._.732-----._.8.86__. 275 �357� 4.35 S.OB 5.79 6J15 4 3A1 � 625 �.89 9.TL �2.68� � 3A5 1.17 L8l SA6 bD6 5 353 S.OD 667 BS7 10.T1 26l 331 t.00 4.62 5.19 571 6 3b6 S�b 7.14 936 12Q7 ZSd 3.Zi 3.85 l41 �.93 SAl 7 3b0 556 7_69 10.34 1373 2�8 1.12 3.70 !2i L70 5:13 B 3.% 598 833 115t 15.91 2l2 3.03 3S7 l� l.�9 �BB 9 t.11 475 9.09 13.01 18.92 236 291 3.45 3.90 t30 4.65 t0 �29 6.67 IOA 15.00 233) 231 286 333 3.75 412 �M 11 t.t8 7.14 I l.i l 17dS 30.0 7�b 278 3.7i 3.61 3.95 �?b 12 t6A 7.b9 1250 21.63 d375 221 Z70 3.12 3.49 3.80 t.f18 F-17 P_U�SELECITON PROCEDURE E!D PERFORA710N OF p p£qFpp4TEp LATERAL A. Determine pump capacity: �,��,,, Gravity Distribudon .».M� 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of .��-;:...� � water use rabe. - . �,,,,,,,�,�„*,� .►�w c..��w rm.K ca,�.. ' �n.N n„.��.a.r...... ��1��rwti 0�1 2. Maximum suggested for delivery to a drop box of a home system is 2,700 , . ►»�«.��,d��«�.o.,�a�.,�, wN G�y Ir.r t�r gallons per hour(45 gpm)to prevent build-up of pressure in drop box. .,;,,,,, � .�_�p«�,�.,.E,,. Pressure Distibution . �,..,,.,,�,,,, �""`°"�«•� Mnww M Ur�n� 3.a. Select number oE perforated taterals b. Select perforadon spacing= feeL ,�,;�,��,;+��• c. Subtrad 2 ft from the rock layer length. -2 ft._ " feet d. Det� ernvne the nnmber of spaces between perforations. Length perf.spacing= Et.+ ft.= spaces ' �,�p��n� e e. spaces+1 = perforations/lateral �,gau«u p�a,;�,�ce tgp.,� E. Multiply perforations per lateral by number oE laterals to �rg� � get totat number of perforadons. �,� x � ��= perforations. �j ,�2�a� � "°'°"" g � X�� gP� 1.Oa 0.56 0.74 SELECI'E�PUMP CAPACTTY gpm 2.�b �.8� 1.0� B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications a 9 feet 2. If pumping to a pressure distribution rystem,five feet for pressure required at manifold if gravity system,zero. � feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. ` Pipe La�gih Read friction loss in feet per 100 feet from table. ' ' Point o!Dischar c F.L._ �• �- f�/l00 ft of pipe �� g � b. Determine total pipe length from pump to discharge Elevation Dif[ercncc poinG Add 25 percent to pipe length for fitting �p �.3 loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b 1 1� x 1.25= l.'� feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying � fr;�a,��n�P.� friction loss in k/100 h by equivalent pipe length. to 0.69 0.20 Total friction loss= ,�,�,x a l�'� +100=�_feet t2 0.96 0.28 4. Total head required is the sum of eievation difference, 14 1.28 0.38 special head requimments,and total friction loss. 16 1.63 o.a8 18 2.03 0.60 20 2.47 0.73 0.11 a�+�+�_ 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 �2.Q� 0.30 4Q _ ..l 1.07___ __�Z<64 039 TOTAL HEAD �feet a5 1a.73 3.28 O.aB 50 3.99 0.58 55 4.76 U.70 G Pump selection 6o s.6o o.s2 1. A pump must be selected to deliver at least ��gpm (Step A) with at least ��-t) feet of total head (Step B). S-P TES TING� I��. Steven B. Schirmers • MPCA Cert.No. 627 � 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX • (612) 497-5011 State License#394 LOGS OF SOIL BORINGS Chariotte Galiniaux � 325 Holiander Rd. Orono, Henn. Co., MN Borings completed on 7-24-97, with a hand bucket auger. BORING NUMBER 1- Elev.119.7 - MOTTLED SOIL AT 22" - standing water present in boring at 28", 26 hours after the boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 22" Brown clay loam 10YR 5/4 22" - 34" Rusty brown clay loam 10YR 5/6 - mottles 6/6,7/1 34" - 48" Rusty olive brown clay loam 10YR 6/3 - mottles 6/6,7/1 BORING NUMBER 2- Elev.119.5 - MOTTLED SOIL AT 18" - standing water present in the boring at 43", 26 hours after the boring. 0 - 6" Topsoil dark brown loam 10YR 3/2 6" - 18" Brown clay loam 10YR 5/4 18" - 42" Rusty brown clay loam 10YR 5/6 - mottles 6/6,7/1 42" - 48" Rusty olive brown loam 10YR 6/3 - mottles 6/6,7/1 BORING NUMBER 3- Elev.119.1 - MOTTLED SOIL AT 26" - standing water present in the boring at 33", 26 hours after the boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 26" Brown clay loam 10YR 5/6 26" - 38" Rusty brown clay loam 10YR 5/6 - mottles 6/6,7/1 38" - 48" Rusty olive brown clay loam 10YR 6/3 - mottles 6/6,7/1 CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 7-25-97 starting at 12:23pm• Test hole location Galiniaux,325 Hollander Rd., Orono. Test hole number�. Date test hole was prepared 7_2497• Depth of hole bottom�inches. Diameter of hole C inches. SOII�DATA FROM TE�T HOL.� DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Brown cfay loam 10YR 5/4 Method of scratching sidewall is knife. Depth of gravel in bottom of hole is� inches• Date and hour of initial water filling 7-2497, 10:00am. Depth of initial water filling is l.2 inches above the hoie bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si.�hon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percalation rate, Time Time interval,min inches inches minutes er inch Remarks 12:12 refill 6 12:23 12:53 6 2-7/8 10.4 30 min 12:58 1:28 6 2-7/8 10.4 30 min 1:29 1:59 6 2-7/8 10.4 30 min Percolation rate=19,4.xninutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 7-25-97 starting at 12:24pm• Test hole location Galiniaux,325 Hollander Rd.,Orono. Test hole number�, Date test hole was prepared 7-24-97. Depth of hole bottom�inches. Diameter of hole C inches. SOII.DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method,of scratching sidewall is kuife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 7-2497, 10:00am. Depth of initial water filling is 12 �nches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks Water remainin in test hole 12:24 12:54 6 1-1/16 28.2 30 min 12:57 1:27 6 1-1/16 28.2 30 min 1:30 2:00 6 1-1/16 28.2 30 min Percolation rate=�$,��ninutes per inch. CERTIFICATION N0.627 �TA'�'E LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 7-25-97 starting at 12:25�m• Test hole location Galiniaux�325 Hollander Rd.,Orono. Test hole number.� Date test hole was prepared 7-24 Depth of hole bottom.12.inches. Diameter of hole�inches. SOIL.DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Brown clay loam Method of scratching sidewall is 1�i�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 7-24-97, 10:00am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is �utomatic si.ghon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 12:12 refiN 6 12:25 12:55 6 2-1/8 14.1 30 min 12:56 1:26 6 2 15 30 min 1:31 2:01 6 2 15 30 min Percolation rate=14�Zxninutes per inch. � � 2� ----�o� . . . � _ �5� ( . � � � r� - �� - �� r PERFORATED IOAMY snN� CAP_ LAYER OF GEOTEXTIIE �`��:� LATERALS FABRIC PERFORATEO P�A?ERA� h�:.. •�...��.�::��'• � j ,,: -- ' . - ...-,-• ....,.. GRA55 COVER 6 INC►�E'S SANOY �onrn soi� _ �� '� �" -'��'. � Tc ' , ��i' ' '^�'"^:`�; CLEAN SANO FILI � :J+ `,� .� /• � .`•.�;� . ..�:�I: i �' �/� .�• 4.:r. MA%IMUM SLOPE—� � . i.• ; 'y;� 3 70 1 . IAYER OF GEOTEXTIIE �.s�'� TO�'L �LEAN aa� FABRIC OR 4 INCHES OF ""`::°'"' ,. y�y� ', ;�r �i• o z i= �N� PlOWEO OR HAY COVERE� BY I � , j�• �' piSKE� SURfACE � BUILDING PAPER �� ' ,,.,�/� / r j y� ue5oi� • I / OR 2� ,.t�. ��; ;, ./ � CROSS SECTION A-A � PIPE �ROM PUMP�:�:'��? ' i��iS/�j� ,/ :;i � / '`r y� . - � � 3 � �: �' f,_� ,� � ou� /'-2/1' ...��' '� � / CL�AN ROCK �:, �!•� i� OIVERSION FOR • ,;; � � ,�� ,� J► / J� SURFACE WATER Y , ; 6' TOPSOIL� '� �f,' i�� /� � o .., .•�,'� ' '' �t .�� • ,'` . �r�—— —;-� _.,,,;�,�=::, � ,r►� � ;/ �a,�.-n`� . i t I� a•i-'.ti '�� % 3 ��r PERfORATEO . � � ��C ••� , r.9•,j�� (NQX. . .i: • tATERALS , � I I .► .'� _� . '� . {: � � .Xl' i -w . s `'��.' . 2'..,. �' � � . � /. �l '�� 1 .,.,.. ..J' 3�:s :...t.l.�:� � � , , '� � �PE • � ' : : '�� , ; ,•� �eq � . �.;r_,:;:",r.i;: � � � •..� •;:,_. ; -• � "�:�.y'�,�►„?;;, . , � �QN� F ll . ,SQD 16" `��''�y�.i•i�ji;;. BEO AREA. � � ; ' I BRpkfN YFR � =�-�;,a�"'; . � ;---�, i UP .�;�'.. :�,,.-.�,�. • � ' ' � BqRN ATUF�q~ "'..''' . " — I ' � ; z I RIER �AYFR� �� ' . — — � 1 ; = ; � � � ; � ' � • INCN�� • INC . . LAYOUT OF PERFORATEO PIPE LATERALS FOF� _ � � � : � PRESSURE DISTRIBUTION IN MOUNO • � . �—�— — ' I D�KE�� FEET�_ MAX. �PERFORATED PlASTIC PIPE • TOTAL WIDTH — �PERFORATIONS SPACED 36� �p`� � ' , 1 ENO ON CENTER. P�RFORATION Rf�Af�� I viEw S12E MAY BE /ic:'h:; �6« �S PE PLAN VIE� OR /�. - - 2�MANIiOLO � END PERFORATION OF A PERFORATEO PIPE (� . . . � • . •�� PERFORATIONS ON BOTTOM OF PIASTIC PIPE � T�M � QQ•. � '<�'+_\ 3=_- , v�. i•s:1� " . �yy M Of Wol�tlll _ _. � ,.s :,I,�ysy Se�LOyM'• :Mt7�MYM M MI• / �(OFT P PE FROM PUMV - .,riM • �ti1n pp � Mrbr Iion OrY � / . .. �r+�e c.n ww ENU CAP p, 'i. wv. :�, �� l• 9 AL ..�l�.F!!�s�=�;�..., or a, / A1 ER .'` -.• � -v�Haouon�•lnco��e � �" Bot�aw ol lel�rol �� ORaI E 2'PIPE FRoM .�a.o�saw�,.� �y _� pERj vu►ywiNo CttA►�OEH " �, F-8 � ' ' .w � � .- . . '_f .. ?'y.. �F Ks�yd� . .. �.y� . . . y( � � '��. :9! REOWOOD, CED OR WATER TIGHT � LOCKABLE ELECTRIC BOX—� TREATE� I�OST�4 x 4 min) ' PIUGS OR ELECTRIC CONNEC710NS------� /�INSiD�BOX IC CONNECTIONS MADE 2` PVC CONDUIT SCHEDULE 80 6.SP� LOOP OF POWER CORD FOR MANHOLE COVER CHAINEO 9� LOCKEO SETTLEMENT SEALED MANHOIE RINGS F NA GRADE �` � AT LEAST 12� �' �� 6ELOW GRAOE WIRE FROM PO�WER SUPPLY PIPE IS LAIO ON A UNIFORM SLOPE FROM • ,t . FOR PROPER DRAINBOACK��TREATMENT AREA SEALED TANK COVER �—IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, P�WITH ANCHORCHAIN A �/4 INCH WEEP HOLE MUST DE USEO ALELECTRICAL C RCUIPTARATE — WEEP HOLE NOTES� EIECTRICAI.WIRE FROM POWER SUPPLY �-- MUST NOT RUN OVER ANY TANKS BUT •-S��-��--7- r: — MUST 8E LAID BESIDE 0T11ER TANKS •� - 3„.J f `� , AND MUST BE PLACED IN CONDUIT. AIONG POST _ SHUT-Q��,EV,��Q_. _ EIECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT NAVE GROUND PUMP CONTROI FLOAt CONTACT. �0� : � Figure F-8 METAL � COVER . �� _.�;, -�; _�.. �; � .,�. _k l �;. —� �; �.v:,. y � •�'�a• �: I . � 1 � � S � � �i V � 14':?tit':1••:�. J'�� ' �.� ' CONCRETE ,y�' MANHOLE � RING � i � METHODS OF SECURING MANHOLE COVER TO PREVENT i UNAUTHORiZED ENTRY ' Figurc C-14 . I � � . . � • 7r�" • �_ � � �VERTICAL SIDE�ALL SEPTIC T�IK �FINISHED GRADE � -AT IEAST 6"TO 12" SOIL AT LEAST 4" OIA. COVER 4� ��A•� �~ AT LEAST I" ' � � AT I.EAST I`' M�K� .........:..... ...:,.:. � . ,� .. r:.,. � .1. � ^ : . T A —.... '�t A DIMENS�ONS FOR TANKS WITH VERTICAL SIDES WIDTH. W 24' MINIIvtUM —~ LENGTN, L 2 TO 3 TIMES THE WIDTH B DIAMETER 60� MINIMUM : � � DEPTH. � 30' MINIMUM• 79' MAXIMUM C � r - •AT LEAST A ---• 0.2 0 _ �----�----- 6. ; 8 6 MINIMUMi 0.2 D MAXIMUM _ 3� C o.4 0 -� �----- ----AT LEAST 4 FEET-- '� NOI E S: 4 � 1. SM��1HiY 1 ECS�1 lf A.ST�INCIIES IN OIAMEIf.fl �. AWUI()1 E OOVEfi9 S�I�II l�LOCAtEDY'd111N Ix WG�EA 2. 11�Ef1E5�WLllCOdEO�1�.tl��E��bl[5.20'1f.�3T IrT1EAVW�KAE1lMAi1R/dXWGE80f11KSUfYA�E " pIMFl�S16HM�L1lOCAlfOvin1i1N6FEEfOrKLTNI� 11EOOVE�IM.ISIOESEW�OiOfYEVCNIACC@S4 . ' W��s 6. 5C1`NUl UN U�StANGE 0!`�MiEEN f.ND OF 1NLET MI'F.�ND -' �. /W�9'ECIqNf`IPFOFAiLE.ASf�Wl.7�ESMMwilEli NEMEETPOwIplWfrlE6fuH.11iENOI.Esll�wlswGES pf1nWW101E5�1�LlNElOCn1Eo(NEqD�iH11�EMlET Of1HOh�0��EnNN1tNG1ES. NlD0U1lL•IDCVKY3.iNECf111fJilM�[OF11�t151'fCl►JN 6. FOf11101tlZVNIKCYUNtt1iCN.1M�IcLD�A�CNfKN1A140.�50 PifSE 3�W.L OE 11 E BN.0 AS 11�E CCM Il'111.W E f�1HE � AND Oln�NSION C IS O.�Sff. p/J FLE p'CNINGS Oil SN�II NiY 1 CES.1111 pf W W91'EC I ION � p��E 14151 pE lOCA1kU BE IYYCf.N TIIE f�LEi/V0.1(rilil Ei onr r�s. . . :... . ;. � PENCiI. MAftKS ,� � � .20• t � �' r�i �, � � MANH E ; ��`:: y �r - �� :: INLET " SCUM ' OUTI.ET 'y •,.:- �'�'=:?'''r'�"� :• , � je �, �v;.�;OUTLET LEVEL -'� .+�. Y Y �..'_�—•- — •• �_.r� t : � •t • _.__ SCUM CLEAR SPACE �_ DA TIME {/ CITY OF ORONO CALLED IN 6 INSPECTION�N7O/�jIC�� SCHEDULED ` D -��^<�7 PERMIT NO.`��✓""/�L�/J�OMPLETED ADDRESS 3�� OWNER CONTR. s TELEPHON E NO. �lZ - ��`"— �� DESCRIPTION �� aUe� -' S � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHOREM/ETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL p SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL 0 SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL � ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O � � O � W � Q � Z W � W � � W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE �O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN iNSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor s' Inspector. White CopylMspectoPs File Canary CopylSite Notice