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Home My WebLink About1998-010912 - new septic PERMIT CITY OF ORONO PERMIT TYPE: �- �750 KElley Parkway- P.O. Box 66 �='t=�"=''• '�� i```�" ' �=�� Permit Number: +:��i_;`_i��;: ' Crystal Bay, Minnesota 55323 _ _._ _ (612) 473-7357 Date Issued: :.ci:'_�,;�°�!;=: SITE ADDRESS: .t .'�,, i_I�`.`i":_;!i-i�_ i_1�:``�'��. (=t{1° .:{j �"� . _ . �'� . . _. _'"' E { �. .L_—_ »._":,,�i_!�t.E DESCRIPTION: —.+-��u�F.:y- — +��S' 1—`rl'f�i�1 f �'C:�r,; ih1L;:1 -,��—' y �t. ;��}�:-�i �.�.. _ _. �•�? _ =_is�r.�l' _. �4:+�.wy' tiy=_sl';:; 1 {��.+� P;`�`_�s}��1�lJ{_�: REMARKS: FEE SUMMARY: �,n;�, ;�;._�,:.� �•1 i='s i-i_ i:i i '_�s.,i!'_�F��t 1'=�ti= —----—— —�j.':_:'' �'^t..�`s_ ;s�r, ��,i i i:a . �i i CONTRACTOR: - :;�=zw,i ; ,��:�-,t. - OWNER: `yf�}��+=� c�...+.'••_��iy�T`i•,�=� rt L.,f`_'•»j�_.�,� !'" ! �_�i—�'•"i i'?{_'•;`I`�� ``t-,_: _�`(`y("�1 _, { �'�L 3 :'!_1 :,�`�"._,Yt=;{_ C_.h`�1-t�., ,�,:�7 �C_;,—��= 1 },�`�_j(;jf_= i�`J ' 4�`_;.,�..!�:! 't:_�±' I'•:`� — •:— — — — _ ._ _ _. _ f,t-.t :`,1 - � _ _�i f�'_il" l`T'J!:`—i'-.` : lit`J1".�.� . .-'".%".:.'i$r i't:#:i,i'_Ff_`.-��.�: �';-.:.,i'._'._ ^: i i_t�.S { I_i r:i�':f'•.`. f±—._» �.r`».'"".'t_, 3 1°SS":}"S,:�Eiq;P_"�i:It�,'('.u` 1 .ry M�.,_, _. ._._.+i•_�_ _. _ ,—;i-�,�.��; ,�_i _'i_! :=�#._`s_� i�f_F;;`,:., ��1 _� ! i°: `_�..: ! _�_�?':''�_-._i�t`�f'_•` .. _ . . .:�L. �.i s , >_f�:� =' ~ � • - _ L ��`�L.� � t ;� .!�—�. .;...r_ �-,`,1 �, ; �; s y. _ . �'x.�.�!{�.___�_� i i��; _ _ ___�7� u:i c_ __ _. C".__t�s�_ _. .__. ._.. . . f . � . _.. ._ _. ._. _ , s..L�.E a. � /��%� APPLICANT�PERMITEE SIGNATURE ISSUED BY:SIGNATURE � CITY OF ORONO SEPTICSYS'I'E1�IPER��-IITAPPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, N1�T ��323 = / C�v-ze,�- ��,.c�' . JOB SITE ADDRESS: ( �(� I/H 5� � Occupancti• Type: Residential '-� Commercial Other Permit T�•pe: Nesv or Repiacement Sy'stem, $100.00 ✓ Repair Existing System, � 50.00 ' (Tan�s or Drain�ield) 0.50 State surcharge added to above fees , *See fee schedule for non-residential permit fees Osvner's I�'ame: �` � � `� `' �°''^e r PhoneNumber• IYlailing Address: City: �P� Contractor's I�Tame: �-l�t��s I S�s Phonel\Tumber: �/�y--i�� z 11�Iailing Address: City: �P� DO \TOT I�IA-II., 1'A'Y�'IENT '4�ITH THIS APPLICATION GE`TERAL Lti'STRUCTIO\TS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will no[ be mailed out. The permit must be picked up in person at the Ciry Offices and work must no[be�in unless the permit card is on the job site. � 2. Permits will be issued only to contractors holdin� a City of Orono Septic System Instailers License. 3. All work must be done in accordance �vith the approved septic system desi�n. Design reports are not considered approved unless accompan.ied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4. The followin� inspections will be required for all septic systems: _ A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to coverin;. For mounds, inspection is required afrer rouah-up buc prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution pipin� installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that alI pump station (where required) components are functional and comply with codes. 5. Tndividual holdin�MPCA Installer Cercificace shall be present durin� inspec[ions: A 2`�' hour notice is required for all inspections. , NOTE: Applicanc must initial all spaces. Fill in all apprapriate blanks, check all appropriate boxes. 1. I have received a copy of the system desi�n includin� the Ciry of Orono Septic System Approval Cover Sheet. � �\ 2. I wiIl be installin� the followinQ: A. Tanks: ✓precast Concrete Other Manufacturer Tank Capacities: 1)� vo gai. 2) ��o�, �al. 3) i�c� gal. B. Pump Station (if required) �ot,�� Pump make & model G,6�o�� (attach pump curve & literature); system desi�n requires �%7 gpm at / 3 feet of head. Hi�h water alarm make & model 1�,,�c /�,� Outside • ' electrical work to be completed by installer ��electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. �/ Mound Depth of rock below pipe " Rock bed dimensions f� 'x �� ' Drop Boxes Sand bed dimensions 3y� 'x 9�'' Distribution Box Przssure Dist. Pipe Diam. ��L " Maniford Pipe Diam. 2 " D. Finai Cover/Topsoil to be: borrowed from site /(show location on si[e plan) ✓ trucked in The undersijned hereby applies to the Ciry of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. Si�natureofAppIican[: Date: /o�Z� S�' MPCA Certification No.: � y�/ - Staff Review: Appr Denial � Reti-iesver: � — :;�. ,, Date:��^ �_ Reason for Denial: ��R� ��0,: r`�w . e'�'��' .. 4. ' : F: ' ' Westwood Professional Services, Inc .�;�� ,� ,,��' � ' � 104 Maity DiivP,Su�it�3 Buffalo,MN '�5313 Octobcr 13, 1998 Phone:61Z-682-2587 Fax 61Z-682-1fi39 Toil Ree: 1-888�682�2581 �I��at' HOIIIeS [mail wpsC�wes�woodps.com StCVe BOIII 740 E Lake Street Wayzata, MN RE: Septic System Site Plan For Lot 5, Blk. 3 Crystal Cre�k. Dear Steve: This proposed on-site septic system was designed for a 5 bedroom home, with an estimated flow of 750 gallons per day. Due to mottled soils at a depth of 24" in the primary site, the primary will need to be a mound system with 12"of sand under the rockbed at the upslope side. The site in which this system is proposed has a average existing ground slope of 5%, and percolation rates ranging from 19-30 MP1. The rock bed size wi(I be 10 feet wide and 63 feet long with the overall dimensions of the primary mound bci��g 84.0 feet long and 39S fect wide. An alternate septic system has been designed to sho�� that there is enough undisturbed area on the lot to support another septic system. This system was also designed for a 5 bedroom home. Mottled soils were found at a depth of 20 inches this would also require a mound system. The average slope of the area is 10% with percolation rates between 12 and 37 MI'1. Thc rock bed size will also be ]0 feet wide and 63 feet lon�. This mound will not need to be constructed unless the primary mound fails. Certain precautions will need to be made to protect the areas in which the above referenced septic systems are proposed. Both primary and alternate septic areas have been or will be staked off. It is critical that the soil is not disturbed before, during, and after construction of the system. These system should treat the septic effluent effectively if the system is installed properly and is maintained properly. It is recommenced that the septic tanks be pumped once every two years. This will reduce the chance of solids reaching the mound system. It is also recommended not to use excessive amounts of chlorine, soaps, and clllorine products which can kill bacteria in the septic tanks. This bacteria is needed to treat the septic efflueni. If you have any questions in regards to this design, t will be happy to answer them. 1 can be reachcd at (612) 682-2587. Sincercl�, WES I'W(�OU PROI�LSSIONAI_ SERVICLS, INC. �!�.� �� / % � /� 13crnic �lilicr , Scptic Site Dcsigncr MPCA Lic. No. 43 Desigrnnq�he Finure ioday since 1972 , , � ' MOUND DESICGN WORKSHEET (For Fl��ws u}, t�� 12O(1 ��c3) A. ��W � l.sumared Sewagc Flows m Galionx per day Estimated _ � gpd iN„�„n�. iryai �ryan rram T� or measured x 1.5 =_ gpd. � °' z 30o izs i so B. SEPTIC TANK LIQLJID VOLUMES ' 450 30° 218 �� 4 b00 375 256 �� /�/�. �e/DOO gallons � h � 'eo�o `su 3ii '" Q�ey.� y��., � � iow I 600 3�o T,P`� /�C�/'� 'f N I 200 675 I 408 I f11 C. SOILS (refer to site evaluation) � �`°'"�'u � ucTuk �dti��e W�s� 1. Depth to restricting layer = � inches —Z -b feet �4Wa��x„Y 2. Depth of percolation tests = / Z �"'"""'` "'"'°"'°`'�"'° `�""°�"'""' '"`�°'�"w�` inches �^""^s GP+o�Y By�[e dizpcual lit��wdc z,.�� so iiu isoo 3. Texture o z� Percolation rate /9_3C� mpi �,.. �� 2� 5��h 1500 ?250 7000 4. Land slope S % �a„�v �� 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 =�sq. ft_ 2. Select width of rock layer (max 10' if <120 mpi ma�c 5') _ /D ft. 3. Length of rock layer = area — width = �o o , o �� o �� Ao �� _��— s9- ft — �� ft. _ �,� ft. �`�°°`n.�D��Qa� T � �,oQ�<<��<< � . ��oocoo•D :t%� iD Width �ft a e06�D�OD n a ea ` <120mpi <10' o o Length �3 � ft� E. ROCK VOLUME >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock; sq. ft. x ft. = cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; cu. ft. =27 = cu. yd. 3. Multiply cubic yards by 1_4 to get weight of rock in tons; Z.3 cu. yd. x 1.4 ton/cu. yd. _�� tons. F. ABSORPTTON WIDTH AbsorpOon wdth Siring Table l. Percolation ate in top 12 inches of soil is �O jj"1T11 Rr�dadmRurm Gal)ms {Lwoo(Abscxpxx, t Mioutes per loch Sal Tcx�urz per day per widt6 to Rock Texture � (MPI) sqiurc foac Laya W�dch Fss�cr chan 0 1 Coarse Sand 1.20 I 00 0 1�o S Sand 1.20 I 00 Select allowable soil l�ading rate from table; o��- F�s�,a o�o �o0 6�e I> S�ndy Lo�m OJo I.S? � � h �d/ft2 �h�a;� ��., o� ��, +�,�,�s s�i�t� oso z� ab ro 60 Clav L<um 0 45 ?67 (d��o I?0 Cl�v 0 24 S.pp 3_ Cal�ulat�> ads<�r�tion widt�i rati�, ��y di��idi1�� r��ck la�'er s'°w"°'� "" <��, o,o e�x� � loading rate of 1.20 gpd/ft2 by allowable soil loadin�rate; 1.20 gpd/ft�= jZ� gpd/ft= = a ' !�?�ilt� ��;�� j,ur �t:��r� �•,��.3t}� i,:ti<, . i- , �; f i � 1 � � b�� r�>��}. 1.��_�� ,��u t,� �� ,�< reyuired adsorption width; � 2.o X � ft -Z�_ � G. DOWNSLOPE BERM WIDTH s��__ ��1 l. If landslope is 1% or more, � :ubtract rock layer width from adsorption width � .o- �.e� _ 'ti t Rock I' �o�'p` to obtain minunum downslope berm toe ae�,sa„d 2� ft - � ft = �_ feet atural Soil 6:Topso� 2_ Calculate Minimum mound Size . a. Determine depth of clean sand fill at u�io�w�dw �o.n,5io�w�a�, upslope edge of rock layer: r�w,d�, q�rpbon 4Yidth Separation 3' - �- ft = ( feet b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; _� ft + lft + lft = 3 feet c. Enter table with landslope and upslo,pe berm UpS�oPe w,d�n � ratio. Select berm multiplier of `'I . ; d. Multi 1 berm multi lier bv u slo e mound � U Sio e W�dth �Doao00DDo,�Rock Bed �Oe�O9D o�o D u 5io w;a�, PY P � height to find upslope berm widtP: P p p aD°'°�°o�L w'd�' ��e�a,00aD e p � � Qao4oa Qa p�� Q a aoao. � X_�_ � feet � ° 0 P PpDU�Dv o o Qo�Qo D��H e. Multiply rock layer width by � � landslope to determine drop in elevation; � Downslope 4Yidth � �� Abso tion Width � �_ X S% = 1�� = �-7 IEet � 1 f. Add depth of clean sand for slo�e - - � difierence (2e)at downslope edge, to T":z'�n�r: `he mound height at the upslope edge �f rock layer (2b to find� downslope height; .3.[� ft + ft - ��feet g. Enter table with landslope and downslope berm ratio. Select - berm multiplier of s h. Multiply berm multiplier by downslope mound height to get ��ope berm wid� _.�,�_ _ � feet BERM SLOPE MULTIPLIERS i. Compare the value step G.1� and Step G.2h r 7,� Land DOWNSLOPE UPSLOPE Slope berm multipGera for various betm mWtipliers for various Select the greater of the two values as the �o�� be�,�,a�� ,o�nti� downslope berm width; /7� 5 feet j. Total mound width is the sum of � ' ' ' ' ` ' ' ' ' � 4 � S � 6:i 7 � s � upslope berm (G_2d) ° � �� s-o �o �a ?0 3_o c o �.e �_o ;_r, s_a width plus rock layer width (D.2) � �� 5?6 638 7.53 2.91 3.85 4J6 5.66 6.54 7.41 � 3 19 4 35 5-56 6 82 8.14 2.83 3J0 4 S4 536 6 14 6-90 plus do�vnslope berm width(G_2i); ; ; � 3�, , �� , ,, ��; ,�� , �'� �{} �� -, � � _-�Sb ;3� R_86 _ �= =Ob �79 6-. ��_ ff �- _�_ ft t � " - _�_.�jeeT � j :JI �76 6?S 7�S9 97? 2.6g 3a� 4 Ii sb4 4a6 GOti k. TOtd� II10LI.I1C� IeI1�}1 IS �1e Sl1ITl Ot ll�S10�7E' S �.53 S W 6_67 8.57 10.77 2.61 333 4_00 4.62 5 19 5.11 berm ti��id th (G2d) plus rock laver len�th (D_3) c� � �c,c, s�c; � ;a 9;s ,�o� �s-: 3.� 3.ss a�� o v: s a, plus u s ��e berm width d); % � 3ao s.sc, �_69 io_3a r,.�3 z.ax 3.iz 3_�o a_�3 a.�o 5.�3 �_ ft t 6� ft t��_ feet g 395 5.88 8.33 I I.S4 I5.91 2 42 3.03 3-57 4.05 3 49 4.8g �� 9 9 11 6.25 9 09 13.04 18.92 2.36 2.94 3.45 390 a 30 4 65 _ ! 10 a?y �,�;7 10t� !S_00 2331 231 ?R6 �3� ;7� a1� aa: j �Jln�� 11T1��.`'S�QnJ. ,. . ;a�. ,- I; ,. . 1:1.`_ �i�"' ' - -� --.. ._ ..r;! . . :i. ; ; .. .. , ,� : �. . : i i "� � � 1= � :by 7 L'� 1__SiJ :l ti3 43J� � �._1 ?7C 3 i� 34v 3_80 4 0fi 1 � X _ � 1` 1�i �, I�I . �1 1 i � � ) (� .i�� c � � � ,� :yn . � � V (:� .� � �� 0 ltJ �,Q � 1 n t�_ � 0= " -� G�� W � � O w J Y , � � � � , -" � _`- �_ Y � -� Q �> � , �)�� ; � ��I Q] --�~ � � � F— cn � l� Z � — � — � . n--- � � � - � . � �� Z � _ w ' J � O w _ _-_— -- F— Z -- Q Q , ----�–_______. � U � �' � o �, I U Y O —� �.� � Z CL �� WQ � � � ---- -_. — -- cn � � Q - — _ _ _ --- � � . ��.t _ -_ ------ �� --- � -- ---;��--�, � -- i , � � � X .:t.� � ,�� - � � l � � �' I �--� �. - ; I ' li l 1 , I I lf i �� ,.�. I .j � (:) REOWOOD, CED pR WATE�? TIGHT & LOCKABLE ELECTRiC BOX TREATED POST�4 x4 min) PLUGS OR ELECTRIC CONNECT{ONS �----ALL ELECTRIC CONNECT�ONS MADE 2u PvC CONOUIT SCHEDULE 80 a � INSIDE BOX MANHO�E COVER CHAiNEO & LOCKEO 6 SPACE SETTLEMENTER CORD FOR SEAL�D MATJNOLE RINGS � FINAL GRADE ' . AT LEAS� 12" �� H�LOW GRADE �Q� � W1RE FROM POWER SUPPLY - .: PIPE IS LAI� ON A UNIFORM SLOPE FROM pUMP STATION UP TO SO1L TREATMENT AREA i� �� . FOR PROPER DRAlNBACK SEALED TANK COVER �— IF PlPE AT TANK MUST BE LOWER THAN UNION TO GET ELEVATION FOR DRAINBACK, P�,s�� Ro�E oR CHA1N A ��s INCH WEEP HOLE MUST BE USED WiTH A^JCHOR aLaRM F�`oa� oN SEPARATE WEEP HO�E ELECTRICAL CIRCUIT NOTES� E�ECTRICAL WIRE FROM POWER SUPP�Y STA Q� (�V� � _ � _ MUST t�OT RUN OVER ANY TANKS BUT - - �'� MUST BE LAID BESIDE OTHER TANKS �s�� G --�s �� 3"� �� AND MUST 8E PLACED IN CONOUIT Cy��_ s�� G� �lcyc�as P�� day ALONG POST SHUT - OFF LEVEL.� _ _ _ EI.ECTRICAL CORDS FROM PUMP QND FLOATS MUST 8E RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUNC PUM�P CONTROL FLOAT CONTACT. 000 : , Fi�ure F-8 i�-17 ��p SELECTION PROCEDL�E EI�D PERFOqAT10N OF p pERFp{7ATF() L4TERAL A. Determine pump capacity: ,_�,,,,�,,,,, Gravity Distribution ��T�� -` 1. Minimum suggested is 600 gallons per hour(]0 gpm)to stay ahead of , � •, -� d��„w�k�� water use rate. • ��°� •��-��_•�•a� .�,...a.e."�,.,, 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . �+«��a��»a��_«��+ - � Mro cov rwo. too gallons per hour(45 gpm)to prevent build-up of pmssure in drop box. ,•.,.R,„ -u�.,�, ,Z•,o E,a, IE o!Rxk Lqer Pressure Distibution �•P'"�«�u�id" cw.�saw inx 3.a. Select number of perforated laterals b. Select perforation spacing= feet ��••�� •,.�•�„� BNen PbtlnO Sand lnrr c. Subtract 2 R from the rock layer length. -2 ft.= feet d. Det rrrune the number of spaces between perforations. �Iigtti �PSf.Sp3C111g= ft.+ ft.= spaces Reyuued Perforahon Disch�'ge e. spaces+ 1 = perforations/lateral u�g�uons per a,u,�ee cgpn) f. Multiply perforations per lateral by number oE laterals to ��e , gettotalnumberofperforations. ,,�,�� x�_�= perforations. H�� 2m��'' �md�'' g- �r X��= gP�- 1.Oa 0.56 0.74 SELECTED PUMP CAPACTTY��7 gpn, 2.0�j Q.$� 1.04 B.Determine head requirements: a. Use for single family homes 1. Elevarion difference between pump and point of discharge. b.Use for all other applications �_feet 2. If pumping to a pressure distribudon system,five feet for pressure required at manifoid if gravity system,zero. .S feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. P�pe Lengch Read friction loss in feet per 100 feet from table. � Poinc of Discharge F.L._�f�/100 ft of pipe b. Determine total pipe length from pump to discharge Elevauon Differencel point Add 25 percent to pipe length for fitting �P loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b x 1.25 = feet c. Calculate total friction loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch Y P Yl g g� Pr�aim locs pc 100 fl ot pipc friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20 Total friction loss= x +100= feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 128 0.38 speciai head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 (/ + �/� + �� 20 2_47 0.73 O.l 1 - 25 3.73 1.11 0.16 (1) (2? (3c) 30 5.23 1.55 0.2: 35 7_� 2.06 � 030 40 11.07 264 0.39 TOTAL HFAD feet 45 14.73 3.2R 0.48 50 3_99 � 0.5f C PUmp selection bo s.�� o.sz � I � 1. A pump must be selected to deli��er at least � �_gpm (Step A) �>ith at least �3 _ feet of total l�ead (St�>� 8}. 1- ['RESSUR[�. I�ISTRIE3U7 _IC)N SYS"I�C:M c;��i��,• t.,►,�,, ,��__i�'�=_,-��. 1 �rirc t n��n�hc�r ��( �>��r(c�ratrcj I.�trr.3lti ,� --- --- �� uarli�r inrh ��r1��raU�mti ti ni�d�iV 1' 12.� � --�------1-'-- ------..�a - 2. 5c�lrrt E,rrf��ratic�n sparin�; _ _ _ � feet. y..ot rock 3. Sinrc� perf��rati��ns sh��uld nc�t b�� plarc�d closc�r than 1 ft. to ►'��rts;zin�;�/3?' - t/4" - " the edge ��f thc rock layer (se�� dia�;ram), subtrart 2 ft. from r'��r(spac�n�; �.��- 5' the r��ck layer Icngth. K„�k i�c�.�i�, - 2 ft. =--� - feet. 4. Determine the number of spaces bc�twcen perf�rati�ns. �`��,'°rre;;�;'``�`;;;°,nDi�'"`�r F F1e � (gpm) Dividc� the ]ci�gth above by perforatioi� spacing and round °i;`�a�xf ;,._.,... ,,,,,�„ d<��vn tc� nearest whole number. °i�" ' I.Oa 0.56 0.74 L�n�;th perf. spacing = f�� ft. = 3 ft. - Zd spaces 2��' �� 1.�4 \3� �2� a.Use for sinRle family homes J�. NllTI1bE'r Of PPffOidtlOIlS IS C'C�Ud� t0 OIlE' p]US t�lE'. IlUITlbL'T O{ h�Usc for all��therappGcations ��E'I"fOI"317()Il S�c�C2S . SpdCC'S -f 1 = M=ximum numher ol quarter inch perforat]cin�J��;; PPTfOi"aflOtiS�]d{eid] latrral tc�F;uamantc>e < 10%di�char�c>vari3lic�iz ; , — ----- --- _ , _____ Perf�n�.�tn�,�' - 6_ Multiply perforations per lateral by number of laterals to ��t�j� 1 q 1 z 2 get total number of perforations. 2,5 14 1$ 28 �a�`a'< x �2`ia��- --�--3 perforaiians. 3.O 13 17 2�j 3.3 12 16 25 7. Determine required flow rate by multiplying 4.0 11 15 23 number of perforations by flow per perforation 5.Q 1Q 14 22 —�� x v•�� _ pp perfs gpm/per( � UY 771. r.cr.�ru_n �ucc;ic n� rr+� u� �>Hcswat asraie�rioN sn�i�., :,.Y`° 8. If laterals are connected to header pipe as shown on upper _. --� �~'o- example, to select minimur� re�uirc�� lateral diameter; enter - �� :-- � � �:. � table �vit}1 perforation spacing and ntimber of Perforations s "� `=�"� '�� ,- ��,�,„ ��c r 1��tc�ral. St lect minimum diam�tc�r f��r • � � �� "° }�c�rf��r�3t�>�j 1,3t��ra1 =_ � inchc>s. (� ,,....... . . . .... _ -- .� `�. I1 ��c�rfurate�d lateral system is aYtarhed tc> n�ai�ifold i � "' �W:'`��=�;�-=�-"J-""�� 4 P I e nc�ar �� "�: thc� cc�nt�r, 1<�wer dia�ram, ��er(oratc�d 1<3t��ral lc�i��t}� and ., .�..�-._ .,..�'�` ,.��u�� .JN!' _.�.�•- �r. � ntin�l�t�r<�I ��rfurati�ms E�er lat��r��l �n�ill hr aJ��,r��;im.31�>l�� <�n�� , �.., .", " �: ._ �._- I��,il; �,1 ti;;�t �,�� _,1��}� `� l _�in; I)��_ _ ��. ' , r�� :. .... ' � - ' ,��:,� �,��, ' ��; � ��, n� ,� �;i.7111�'1�•1 1��1 �1t'I�I�II��ltl'lj �:lll'I<3� � �� .� . ,ncl�eti_ LAYOUT OF PERFORATED PIPE LATERALS FOR PRESSURE DISTRIBUTlON IN MOUND ��-- PE�- r�RATED PLASTIC PIPE �. � SPA�ING -- PERrOP,ATIONS SPACED 36" N � *�� ON ,_C�NTER. PERFORAT ION � PERFpRar�� , , SIZE MAY 8E 3/16, '/32, � „ � � � ��v oR ��4�� 6 � / r_.--�-�'�� 2"M A N I F 0 L D PIPE _/" � L PEP�ORATIO^JS O�J BOTTOM OF :t ��, PLASTIC PIPE � i � '� � � '' �-_..-- �- ' = _ � ��1� � �'"� ''� (A�TERNATE LOCA710N OF PIPE FROM PUMP! � � � ._ .�� -` p �� .� �ArERA� �TEn � „�-�i" F PERF�R PUMPING CRAMBEfl 0 LEN�r� , �- � . I i�'r f !? OF �,1 �)1 t X 1 II f � l ! �,-,�.t r" ' �;�,NI) (��f' � � f ni��zic / i � ►�� f,:< <;F;,; i i �> i nr � rznt. ��►�n��,�� :ov�f�l � �_ � �r��_fiFs CLEAN '�AND �ILL— � �y �� — �'`' t _ � 1OF'iOIL �� , � ' � ` � �- - ' - _ ___ _, M!�X I Mt 1M �LOPE - �: �•,,y�. ,� ,. � o _r �. ;; - -� - ,.y _3 7�) i , � �. ` _ ' � _ ; � 6 .�.,,_�_ , . � , � , ( �,p �� , , � 1..�-,:�. ---- ... . ._ . . ..,_� . , , . . . . -..':rY_ � '- - �� TOPSOIL � ��` - C l E f'1N (1OCK ��,�- �PLOWED OR ��a 10 7_ '/�> INCNES _� —--- --- -- Di�KED SURFACE ' " ---- � ;; ;�';-- -SUBSOIL �':\�`'� -- -- /o �LOPE :�� >� �,� � �i� CROSS SECTION A -- A -�- PIPE FROM ' � PUMPING CHAMBER �\ V `� 1 I 1 I � � i � � � � � ; � � 1i1 w ' i � 1 , r , Y p r r � ` I / / �-' - I � �� --_ - 1 ___ i� - — I i— -; -- i -� �I — PERFORATED � ' T Iu LATERALS i ; ; � � - � I - I - � � � I � � � � — � ' ' i� _ f � ' � f� ,'I ' ' ; � , , � BED AREA --, � � ; J � .-- I I I � I � = 6�o s-� � '---- �"� L - � � W � ~ � � I � � � I � �( I � � � ---- A � 7 N i � � � � 0 IW , w � � W A ' � m � _ � _ � � — — � � Z � Z � I — � � — 20 I � � � I - i N C H ES�---'�--��v� ' 20 - � , , � INCHES __ � � ' ' � -- � , � - � � � _ � ; -- � � , � I -- �7.�- i---' — — --- '- � -- ---- DiK I !O F�EET I - _ ._ __ E -- - ,--.• _ _ ,-- DIr;�- �_ jz..o _ ---- --- TOTn� wioTH --- - � -- 39� �- , , '� , . , ; , ; � .-�-�. ,_ _____ _ _ .. f��Ar� viE�,�� . � W�stwno<1 F'��Ir�,�,i��i�.il `�>��rvi��i��. In�� LOGS OF SOIL BORINGS i � ia�aui��,k �iW� �� i� �oaM.artyr��. Eden Prauie,MN �if>344 Sle 3 f 17 9;37 5150 Eiufialo MN 55313 - G12-682 2587 FAX 612-93/-SH7"l toU free 1-888-682-2587 n / /� FAX 612-682-2639 � ,,�:��,�,�„ ��,,,,�,� 9� 1�/ f�r1/u,r d1"E'•J l)�Uc I U�(�I 7 C� i�<irin�ti m:ul�hY /�� ,JG�; k`J.`'.� C�lass�lic.�Uun S��stcm� n/�SIIO l:Sl)i1-S('ti \ Unilicd Othcr i�ugcr uscd(chcck u�u� I land X u� I'�,��r� I�li�!ht or 13uckcl a Uthcr 1)cplh li��ring Numbcr � I)c�th lioring Numbcr � fn Surf.irc I�:Ic��atiun in tiurface l:lcvation fect Munscll l�han fc�t �4unsrll Chart 0 l�cac✓ iG1�� 2,i 0 olin'; i0�l�l� � ! � �— �-oa,;%` �0 ri!' .3/3 1 � ��u7�i IDy�i 3/Z - ---- - ' �� ' i-�::.�, rE`1', 3/3 —�- — - +d'y4 Nt-� l�i I ` __�.Bai✓1 — — — — � -yrf- ; �= — — — -- -- �tay �saM ieyr� y/� -- — {�oicr.','� lb'�/�� .S�'f � / -- ---- d;s f /(/�"�' S�Z mcfflf5 4-- -- cll�f ldY�' ��z /rsN-�e,5 4 Yz --------�_ Leam c�fs 7` !D y�4 �Z tllo t,s l� �f � sy ; – _ ;: c, �, � � � --------- ------------ x x � I r,�i ��f 13��riri�� stt ,1"! in:l�i. Fi;�1��1 li��rins� �C) nt;lir� J � tii_in�iiu�° ��.;;;��t ..:1,'�� lan.lin„ »;itci I.�hl�•� 1'ii��ni .it -- -- in �il �1��t1; —_------ i'iC:rn� at ir� �ii �t.�i�li. -- --- — ---- - - linun.�i�tc; h�inn:t f��ui�:�?i�� i��n:;��. � �:�,1 ��.��.�'»i ii� I��:.:.�tt. Itui:, �. --------- -- - -- --� . - � I j�7'? r' rili lil �h11iR1` �:U!t I I 4, � � !lii. i.� �.li. _ � ��)rl��., �rfl� � (1� .� . i-i_.. ��`! �I1 �1: i� � . I �i�l'-i. � ..�� .7� r ; i . . . . .. . . . �� \�11 . . ..�; .I. � I.,.�I., ' i ' . . .. �.'� ,� - , ' t� t , .., � ,��ii�cnt- ' Oh>,•i�.��inn,;in�l:�,ninirin , _ � I �� WCS1W00(1 �'I(111",,`.I�ill.11 ',['IV!(�l'�: �I11 L O G S O F S O I L B O R I N G S i� ia i�io i��k riwy s i�� io� M:,�iv n��• I den f'raine, MN 55344 Ste 3 61"1�937 'i1!i0 Huffalo. MN '>�313 � G12 6f32-2587 f AX (i12 937 5822 toll(re� 1-fl88 fi£32-2�H7 p FAX 612-f82 2639 I �ic,iU�m i�r I'�o�ccl 1�� I��G'l� ��'E`� I):ilr IU �� 11�inn�>madc hy /C. <�LG�LS,S� (�Iassi�icationSyslcm� niltillO IiSf)n-SC�S X llnitir�i Uthcr nugu uscd(chcck ucul 11and X ur Po�vcr i�lis�hi or I�uckct X OIhcr Ucpth Roring Numhcr 7 I)c�lh 13unng Numbcr < in Surfacc I:Ir��ati�m in Surfacc I:icvation � feet Munsell Chan feri Muns�ll Chart (1 1-sain lflf"+� '— l 0 �B4iY! iDy�1' a Z � � .Su��y �Ca<n l� J/L _ �TR i ------- - --- — Iz- I W , 1-c�G�rj IDy, ,4/3 z 5u„ y �.��;,,, ��r,� .�� , �b �ou�v iGh:�; v/�1 �� - �K �.aif'� iG%h%4 '1 '� �� — — --- -- — I! . 30 -- — --- -- -- , t_��,m i�ix,' H/�l „ �.aa,/( lG�!Y�' 3��c. ii�cl�=5 I�?'�i2-�/.3v ' ��, ��s t !��' .5�i msl-l�e S � � -.�=�,- � � �earn . l ��,r� y��. ------ 4 c��`s� lfi Yn G�l�ino-�'�S q -----�$- ' ----- --- � � � � if i j I! � ��------� (' ' — � 7 � 8 K , I --- -------------- -- ------L ----- ; :,�1<�1�13��rini��I �.� 'e�i;r�: � . �i�...i; I:n:ii,� 'r/, _„,,. I � _ _ !t _ ��:�n�iin�� tcr i:�hi.� � � �:,,, ��i�n�� i��:i�rr�.tl�li � _ � 1'icsi nt at -- -- — -- in ��I dc�;itl� --------- -� � 1'i c-.rnt a� -- in uf�lr�,ih h��ut, „ii; i ,i,;;" � � h,tir�altc,i,�,rin,� � ' ;�'� :� �� ,i hu�i�. 1,� !. �. � _ ; � .. , .,�� i� l ��n; �i„t� \ i � 1;r,rrl��: ,w; � , �j. i � � �� .�i�r�i .�i .3� ,.. .�� ; 1 {'�... , � - �' � ii; .��1 ,I��j�:l� � i .� � ' � ... .�. i I�, �� i�i�,rn:niun,:,n�i ��n�uirn:- ; ,,: � :, , � ;i � . . . . .. I)�'•.��:�..�'.i��'�,:71)ijlc�111Illilll� . .. .. . .. .. .. . .. .. . .. . � � ' .. _ _ .. . � . . � Weslwc�c��1 I'i��l��;i��n.�l `��ivirr�<;. lii� �� LOGS OF SOIL BORINGS �� iair3ol<<,��kiiWy �, i� ioaMa�iyo„��. Eden Prairie,MN `.�5344 :ile 3 612-937-5150 E3uffalo,MN 55313 G1"1-682-2581 f AX 612 937 6N77 toll free 1-888-682-2587 / FAX 612-682-2639 I.�icaUim��r I'ru�rcl �6��L� P/��41� �tl�il,C S I)alr �D��j l�unn�s ma�ic h�' �[. .5�✓/SSE' (�lassi(ic.�Uun tivstcm� nnSllU USI)n-S(�ti X Uni�icd Othcr Augcr uscd(chrck u��u) f land X ur I'u��rr I�light or l;uckct X Uthcr l)epth Roring Numbcr I)cpth 13orine Numbcr in Surf:�cc I�:Ic��ation in tiurtacc I;Icvation (eet Munsell('harl fcct Munscll Chart � �aar�r 10'//� -s'�,3 0 -�----�Z � - - -- C' o�� Bct� lNY.� ��.,i._. � w — — — � `----- — /�sa,�✓, ID��t �/� - ��;sf i0�k 7/� ��:1-fl� ; , , -- —='�- �; ��4n � , , — --- � �� S f if/'f/1 S�z inC��S 4 � � � -- � � _ _ . , �, I ' j � i � � -------- --------- x x -------- -- - ---- ! r�l�;1 1��iin�� :�t r�Z n��i:��._ � � ,i�9 ��1 12ur�int� �:lii� „ � � _ .. _ _ - I Stan�li�i:� ��:i��i �4,f, � �t.,n �in�� at�r f;:hlr I'r�.int .�t �n ��i .ir�nl� 1'i� un ,,t �n ni �ii��ih. -- -- ---_ __ — h„ur illii h��rin�t h��ur f,.� i,,,;,�i., - ---__. { . .ii i , :��il :J �1 � �. :• �i�.1.� �. i � �:. � � ��li .� I ,.�:il. ,� � �� 1 � .ii��,.��:��.� � � 1�:,irli.'�l..�rl:� � � t)!,.:it.�1 si :� V �n �t�„ .. ,. � � � ��, ;i�� . . � � . ',i .. . �i�I�,Ii. I . �.,, �i i �. :.. �,.I , i i�i. � + '��,. ' . . ..� ', �,� .. � . i �ii�..�� ,i n�.:,j��1��iiiu�rnt�- � �)Ir n:,tiui� i�iJ c�naimcni� I i � i � Westwood ('iofE�ssi��n.�l S��vi<.t:s In�: �� PERCOLATION TEST SHEET �� tatao �r��,kriwy s �.� �oaMa�ty[��, [den Praine, MN 55344 Ste 3 612�937-5150 Buftal0, MN r�ri3t� 612-6822587 F�AX 612-937-5822 Test hole location FAX 612-682-2G39 Y��1-----��.,�� _ - - --- Depth of hole bottom 12 inches HoIP No_ � v Z ------- - " -- Diameter of hole 6 8 _ inches Date tesl hole was prepared: ��/gr /�� Soil Data from Test Hole depth, inches � soil texture soil color Ef` i �� _- Method of scratching sidewali hub w/nads Depth of pea size gravel in bottom of 2 inches �-- hole Date and hour of initial water filhng !D/P? /Z�5'U Depth of indial water fllling 12 above hole bottom Method used to maintain 12"of water depth m hole for 4 hours Automatic siphon Percotation test conducted by- �5�= Percolation test started at �� z Maximum water depth above hofe bot?om durma test -- -�3---- �nches Date _ '�i ��','� -+-�------ WATER WATER INTERVAL WATER OROP DROP PERC RATE TIME (MinutesJ DEPTH (fraction) (decimaQ CALCULATION � 2 � 1 Z Z START � /� � - A i� Y � � ; � G=�'=--- --In,Z,`1---- --��'--`�- - � � ��' I. I-5 TIME - DROP = PERC �� REFILL U � I fZ; /� `5� --_��_��,�- ---Z�=�--- B �F 3 � `��' �' �'�� TIME - DROP = PERC �Z`�� REFILL 0 ,'Z'SI 33 / '�� I E �Z.S TIME----- - _DROP �,� = PERC3--- C �� z� REFILL � � �� 7",5- __ �� --U,__7_�---- zs..3--- ° �� S l `�� TIME ;- DROP = PERC � �� y�' REFILL � `� 1 Z�? I 3 5 1 ��e I. 3 75 -TIME---- _ DROP,� = PERC�---- E �� RENL L � _ � �� Iz�S L 3 i l� f,1�.� --=�'� -- --<,. �. ,5 - -Z7.---- F - � TIME - DROP = PERC � :�. li. ( _ j _— -- _ _ . , k3. <'. 1) � r _ _ _ _ _� -- - - - j _ ,. .. .. . , ,,, . -,.- � ; � . .. � i � � � _ j � ` u i�i --- „ , . ,,.• ., �;,,�;, ��., ; - —_ _ __ _ _ __--_ J - - -_ _ __ __ ___ ___ _ . -- - - - - . -- -- ---__. _ _----- --- ( , I)• !'. , � i), F., F � � � , , � .., , . � � ,,,.,,,„. ,. . � u ��: i _ _ � ��. Westwoot! Profc��sic�n�al SE�rv�c.f�� Inr. PERCOLATION TEST SHEET t� ta�so7<<,nk �+wy s �� ioaMa�yor�vP, [den Praine, MN 55344 Sle 3 f 1? 937-5150 Bufialo, MN �5313 � 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location ��'_l�� v 1�� _� r Depth of hole bottom 12 inches � Hole No : 3 � �� Diameter of hole: 6-8 inches Date test hole was prepared: � � Soil Data from Tesf Hole depth, inches , soil lexture soil color SC� 5E�� '6 5 Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of 2 inches hole Date and hour of infUal water fdiing.�G� � ��; .y 3 Depth of initiai water filling 12 above hole bottom Method used to maintain 12"of water epth in hole for 4 hours Automatic siphon Percolation test conducted by �� ». Percolation test started at /��,Z� Maxfmum water depth above hole bottom durinq lest g ,��;f;�,� Oa�� /�,�j�� 7 ! WATER WATER 1NTERVAL WATER DROP DROP PERC RATE TIME (Minutes) DEPTH (fractlon) (decimaQ CALCULATION _ �� GY STAR7 lI• �f�I ZG �� !% ��5 TME--- _ -p 0�-`JC---- _ —PERC ---. A �f �y REFILL � � �� 5 �:, �� z: Z�f �3S l �� _y__�;_3 ' � ��S TIME----- — --DROP------- = PERC----- �Z '2 5 REFILL f� � - h-Q---- i. Z,5 --Z=j�=�---- C 1F'S y 7 I�/ �� L5 TIME = -DROP------- = PERC ��`3� REFILL � � 7� lI 53 Z ; s/ U� 75 --- L Z �I � 2�:3---- D TIME = DROP = PERC ��'S�3 REFlLL O � iz'2� �� / I�.lz5 ---3�---- J�(�5-- �y.3-- E � � TIME — DROP = PERC i2�: ��c./ � 7� 7 RF_FILL � , ' i C F I � � �� /� TIME _ pR ` ��S__ ��=-�. - --Z_� - U OP = PERC - . --_ , A. }3. (' _ _ _ li. <', �) _ __ . -- � -- - —_ � _ _ _ , .,. —- -- — _ ,..,,. , . „_ ,. ,,, -- � i • ; � � ;,. - � ,��ii, �� ,.-._ . , 1 I - - - >>.,, ..,, - _ - _ - _ I - - --_ _ _- < . ». � - -- --_ _ _ --- - -- i�. H. � j , � � ; , � �� ; ' ,, ,,, ' , , ; . _ � ,-;,,; � ___ � -.,- __ j DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE a.� SCHEDULED ' �.�� PERMIT NO. G� � COMPLET�D / 1 � ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION --� � / lL 01 FOOTING 11 MECHA CAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 IAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BUFNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC 21 COMPLAINT v 07 OEMO-FINAL 1 IC INS 22 FOLLOW-UP r09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YO ._ �NO D COMMENTS: •' � � � � � � � a � � 0 a � 0 � W � Q � Z W � W k j d WORKSATISFACTORY:PROCEED G PROJECTCOMPLETE W � ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOUFS. r� pHOTOTAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for th next inspection 24 hours in advance.473-7357 Owner/Contrac sit � , ,ei Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN %a ��-` INSPECTION NOTICE SCHEDULED /� -�3- `i� .� PERMIT N0. � � C COMPLETED n �� ADDRESS v r , _ � OWNER ONTR. �2-u TELEPHONE NO. � 7�i-/7 (n � f � � DESCRIPTION ��/G(r/e� � 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPT 21 COMPLAINT J 07 DEMO-FINAL TIC INSTALL 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FI 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNEHICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: — f� � +►/ � � W a � � O � � O � �u � Q � Z W � W � � d ORKSATISFACTORY:PROCEED C PROJECTCOMPLETE W � ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR I: CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n t inspection 24 hours in advance.473-73�J7 OwnerlContractor Inspector. White Copy/lnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � �l 9� PERMIT NO. I��I �� COMPLETED ADDRESS I 7 t� �✓-�5��4� �v�P� OWNER CONTR. TELEPHONE N0. � DESCRIPTION � /�u I �--�� '�� lL 01 FOOTING 11 MECHANICA�RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15-SEPT�3�� 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL � 35 HARD COVER REMOVAL � � 10 PLUMBING FINAL ----�'� 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOH TO MEET YOU:_YES_NO Z D COMMENTS: � w a � � O � � O � W � Q � Z W � W � � d Cl WORK SATISFACTORY:PROCEED �CpROJECT COMPLETE � � C7 CORRECT WORK R PROCEED �C ISSUE CERTIFICATE OF OCCUPANCY O u CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. 1-� PNOTOTAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for t next i ction 24 hours in advance.473-7357 OwnerlContr ct n si : Inspector. .� White Copyllnspector's File Canary CopylSite Notice �., �� E CITY OF ORONO CALLED IN INSPECTION NOTICE � �--' SCHEDULED -� PERMIT NO. � � C MPLETED '� ADDRESS � e OWNER CONTR. ,�r'�J TELEPHONE NO. � DESCRIPTION d � � l� 01 FOOTING 11 MECHAN C RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANI AL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC 21 COMPLAINT J 07 DEMO-FINAL ��A J,��. 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINA� 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET�U: YES NO � COMMENTS: � � '1 � W ..+.- C � � O � � O � W � Q � Z W � W � j a � WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFOAE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. -, pHOTOTAKEN INSPECTOR WILL RETURN C1 CITATtON ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTIOfV REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor f Inspector. White Copyllnspector's File Canary CopylSite Notice