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Home My WebLink About1999-012033 - new septic � � PERMIT �CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway - P.O. Box 66 - . . Crystal Bay, Minnesota 55323 Permit Number: (612) 249-4600 Date Issued: SITE ADDRESS: ,... . .� E . .. , x __._.. ...... . ^tll3i-: DESCRIPTION: _.._.�'��` _. t:��.'�. =1'Ci;1 _ . . ,y r� ;'.s:':t.a' ._.�;='��. _. _. . _;..;:_ =c�:i��'% _.. ..�'.+-t;%� �i�=. .. . , 4'•L� ._..-�.�.t,��`,�.•._ REMARKS: FEE SUMMARY: ��:-,'�;��.-.. �_: ______ _ - �1 `;_.� -__-, �+��i�:�;� , ��: CONTRACTOR: — - . .. _ ... . -- OWNER: �_;;-:,=::.::T�-=' � — _ _ , _ _ .. -- ,.., _ : __-__ _._ s, ..-,�_:._ ,:u. � -� .�.� _. � . _ f �- , ... _ _ � _ . . . . _ - _. ". .� _ . _.. __ . . _ . . ._ =f; .--- - - - -._rj . _. ._ .. . _.� . �`3 . v ,. . . _ � _ ,.- - ; �_ . _f.:. ' , . .— : ' ��_� s::°_� . _�� m r �? ! €`. _ a; 1 . ?"! — " ,,F:. .� '.• : ; : _.. , , .� � � . . .. . .. ' `" •M _ � . ___ _. ._ . . . . r , ... _ , € _ . _ _. „.. » L ' _ � fr, } _ ., �: . f ; _ �-..- 1�-.:= � . . . �J � `�i�� '° APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE . � CITy OF .ORONO SEPTICSI'STEI�IPER1`�IITAPPLICA'I'ION Box 66 (2750 �elley Parkway) � Crystal Bay, 31�I�t 55323 . J'OB SITE ADDRESS: '� � � � �a�v �e i.✓ L cc-n � Occupanc�• Type: Residential` x Commercial � 4t�►er � Permit T�•pe: Ne�v or Replacement System, �a100.00 �� ! Repair Existina System, � 50.00 (Tanks or Drainfeld) 0.50 State surcharae added to above fees � . *See fee schedule for non-residential permit fees Osmer's I�tame: �•tJ y �M,c�� a �e r�r Phone\rumber: NlailinQ Address: z g 7�c Fa�v�� City: Q�rr� �P_-- Contractor's I�'ame:�' ��u ca- l�(��( � ��- �oneI��umber: 3 z�- y6 y�' 31�Iailina Address: -3/5/ S�� 1��p Ig-�f E City: �, �- 7�p_„�=537�r DO \TOT I�IAIL PAYE�"IENT '4i�IT'H THIS APPLICATI01' GE`�R�, �S'z'RUCTIO\rS 1, Applicacions for septie system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at thz Ciry Offices and work must noc be�in unless the permit card is on the job site. 2, perrnits will bz issued only to contractors holdin� a City of Orono Septic System Installers License. 3, Ail 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� inspeccions will be required for all septic systems: _ . � A. Pre-inscallation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to cover'in;. C. Drainfield trench ins[allation prior to coverin�. For mounds, inspection is required afrer rouQh-up but prior to sand placemenc (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipin� installation in � rock b p• S�tion D. F i n a l i n s p e c t i o n t o v e ri f y pro per fmal cover de pths and to veri that ali ump (where required) components are functional and comply with codes. 5, Individual holdin�MPCA Installer Certificate shall be present durin? inspections: A 2`�" hour notice is required for all inspections. NOTE: �Applican[ rrius[ initial all 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 Sheet. � � .2. I �vill be installin; che followinQ: � � A. Tanks: � precast Concrete Ocher Manufacturer � ��-w�K Tank Capacities: 1) I u�j gai, 2) �_ Jal. ;)�_ Q21.° a , B- Pump Station (if required} Pump make & mvdel %i �,�e-s�. �t E s`� (attach pump curve & literature); system desi�n requires �_ gpm at /z feet of head. , High �vater aIarm make & model G�; Outside � electrical work to be completed by installer electrician �C ocher . Inside electrical work must be completed by electrician. ' C. Treatment System: � Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions io 'x .5� ' Drop Boxes Sand bed dimensions 3 g 'x �z � F�y - Distribution Box Pressure Dist. Pipe Diam. �`/i.. " Manifo�d Pipe Diam. 2 ° D. Final Cover/TopsoiI to be: borrowed from site (show location on site plan)- � _� trucked in The undersi�ned hereby appIies to the City of Orono for issuance of a sep[ic 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 cha[ aIl statements made on this appiication are complete, true and correct: Si�natureofApplicant: �2�-,-� �. (�,Y��,,,�. Date: /'(� '" Z�—cCQ MPCA Certif cation No.:_ �.5� . - � Staff Review: Ap ov be�� Revie�ver: Date:_ �0-21�-9q � Reason for Denial: . . SEPTIC SYS., , APPROVAL j�__-� � �'•"`�,`� �, i � O� �� \\ �o .: o �,� . ' _ ;� C ITY of OROl�� f ,lr� .r � , r�l i ' �r+�`, � !�,�� Municipal Offices \��'� �' G~� Str�at Address: Aiail9ns Address: ��`��E��p��%�'� 2750 Kelley Parkway P.O. Box 66 �� Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner �'�j��};l/�/� �-��}�i�!'�lti Phone (Home) (Work) Address �?��7�j ��,�v°��w' �,,,' City CJ��°��> State 't�1.L Zip Site Evaluatar5-�=�;F'S�l�,r«r State License #.."-�_ `i� Phone# ��7�- �"SC: � Type of Establishmen�Single Family Multi Family Commercial /�;�� Garbage Disposal Yes No No. Potential Bedrooms `-� Est. Gallons Per Day (�L� Water Meter Required: Yes_ No� Soil Sizing Factor e f�; ., YS' 2 Perc Rates P-1 ��.5 P-2�T( P-3 �(�6 P-4 P-5 P-6 -7 'I Restricting Layer Depth B-lo?� B-2 ZZ" B-3.j��" B-4 6Z" B-5 �5-v" B-6 yZ" j Type of T`re/atment System: �, Standard X- Experimental Alternative Pressurized Mound System _� At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alann Septic Tank Size �� # of Tanks 2- Lift Tank Size(C ` �; Pump Brand GPM �F'� Head ��Z ` Treatment System: c. , Minimum (iGics��)t�38'n 7�� Square Feet with j inches of rock below pipe Type of covering Fabric�_ Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and . fencing must remain in place until final site grading. Approval to pour footings will not be granted ; until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever. ACCEPTED�^ DE1vIED By the City of Orono subject to existing regulations and the following conditions:C-x�5 �,n� ��fcr��k m u �t � -� y=c.` y� ,�� <� ��_, c ' �y�s �- By: �.�� C � ence, -Site Systems Manager Telephone(612)249-4600 • Fax(612)249-4616 . . � J�P TEST/NG� �NC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License#394 October 14, 1999 Wyman Haberer 2879 Farview Lane Orono, Henn. Co., MN This site has an existing on-site sewage treatment system which is classified as failed due to not meeting the required 2' separation from the bottom of the system and the saturated soil. 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 soils on this site a clay loam. The seasonally saturated soils were located at 22" to 30" (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 of 18.5 mpi. In the area of test hole #2, approximately 4" of fill soil was found. The percolation test did not indicate compaction. This soil should be removed using a backhoe, see site plan for area needing removal. 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 waming device must be installed with a light and sound device, this is in case of a pump failure. 1 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 tumed 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. The existing tanks may be used if water tight and upon approval from the local Inspector. 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 human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, anti-bacterial 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. �� C . Steven B. Schirmers 2 o — --� o 3��.9 4- se�.s K 5s.s Q V�� r i � � T� SG�Ie A'��N� �+C�s'�t�_b� �� X9o-Q � -- S`{b'«?� � �'� � � x 9�1. � �, i 1��F��-�So>�. �� ' i /`�.y,s/ T � I � ZS� � / of3 / i / ,� `'�I ��r^fl11�b ��8� �� 73•g � X 94. : I/�.�� -------� . ' � �-------...-- / �� /. � / ��K ��./ � � �� - Q4�� 's&4 4- � ex" x�%�, K i 9S.b �' � '�'d�^ , �3.4 � / i �I � v V � � i' +'��PoS�� , � i �4�� x 9 3.p Qil�1^P�s.1�.a � �'�` '',! ��\ Stp / �1k1ar�462 ��I� �� / ��n .%� �� : �� G�i/ f -` : 9t}.-�. �,.�x K � i � �N /93.3 92 S �� ___._3�� 43 8 �� \ 3 8' � � �-�. � �. \ 6K�s�5�1�� Vi � I \ �('�Y✓� % '�17P O� '�'1�'C) 0 5��r� � � � C,/�ST�N�� _ �ar>�-s -�,-�000�,I. �' ,J , ou E �n x 7' � Ex,s,�a�� i s.s 9 a.� �;' � ta--� 'P�A-<�o '�or�• ��., J�o.o 4' :. ti;... w� �c�s� c3s � ' �1 � �a w C!) \ -CP��C W1+�h-�T (.tJi N I ' N � " — - a U 1 H �' o'm�l l i L4'�� I ~ G s' C h� \ ! W/� I C� (n i p L� M \ � . ' ✓ �, � � "� u, ^' c J � ,,� T6�v. Q' n � r 7 -n' W� � > � L-� � a�¢ � � 2� �c o!at�Ta 1s Sco le: �-= 4-� � Z w � �r� fi 3 �c S � � . Q� t� B O f ��, O C� � cC`- . ----- -` c 3 -� '�w d �Be�x�: Mork �i LLr 7_ '- �� :., �. � �?�-' J U= O � == : r �;� ?.�=,-n � � � � :._� �:: .�: ,, �,. ,;y s_, :_ ;'.- �� ?� No1e= Ths system is b be ca�►stn,cted to mezt �` �= . " � . � -� the N6r,nesoto Potlu!iors Con'rd Ayet�c�r . , _ h- �'-, ,- ;;- :`� �? �� .`� �� -� 1�� i'1"l�� LL Y_ I - � �? ��,, �; o o -�� _-FY-EA�+�6�� Chapter 7080 & •Local Ordinance � �� ; _ � � E� R'R-Gl'� i v:• -1- C.�� "ic.<`_'-Z . � �.-. :1' o Y �� c �� o �, ��a. Check alI underground utilities � a� �.s � y �� O n- y CS y Z . � � O ` � a'.� O O E W _ � v Q. a. � � � � � Pf2CPER�Y OF=W`��v,ac�l �H�-��Z t rZ Q T_ m '-li� � I a w m � Q�� 3Zo.�� -L�1q �AQ��E� L=�� zT � m So.O = � , b2o�c7, NEn1cJ. Co , n.� S-P TEST/NG/ C. Oevqned By:Gl��. ��C�-- Oo'e=14./1;/�� PH,6t2-497-3566 � - a' - � ii' 4', 1 SS la o'��; w'C s-t �� 1�� So� Fcc.tc- cte,o _ �b��'��o �o��Stu4E 3(6 - _ ` _ � H�u s��4L. I�� _ - 4�y � - 3.a -�oe oF_s uo 3.1• ��-�.- 9 f..0 - /,a� SA�o 9 y.� y go P�AsJ v��.�! � � � � . � 1 I o SET- BACKS HOUSE System must be.= Tank �� from property fines X �F-�-�t��.1 c��S�� w�o-f� , ��..L �� e-� � from w�el�s �.�/A`.,�-ov--� �� from b'dgs. , G.�: Treatment area =�fran bkes, = streams N0�'�� ,,,;tches must be bcated in a ~ 7reotment area L from property lines ��, � �th� proof enctosur� oulside the pumpin9 �homb��o� m°^hde M�4r�c{ocES �••.�n ��" /o��from wellss��, .� c�c�F'L'- �'trom bldgs. /o 'trom trees y_l' SOII. 80R1n'G ELEVAIIONS i� � _ '-� i � � . �[-�' . � , , �m;n. � . THIII EL.-�4 �-1� (o—qy.o . . .�..� - ��%TH.�2�1...-�S•b - Taiu � Tank � ' 9 TH. 3 El..-3`_-•Ly Droa to Tonk PRESSl1RE D(STR(�JTfON MOUND SYSTENI Th.�El.-��1 I TN`5 E�;- 93�7 �c,� - /S�'Q' N�in.l`io 8 �PumP'n9 Maz.l'to4� � Y�P "�i- �`Ls �,laAv�-oc� Chamber El.�1lAT10V at PROr''OSED P(lMPWG CHAN,BER- ��.0 r Q�•^^P•-9 i.v �..�-�- I,S�'�' . ,4�to fi�da:ppe u�e.n..�� A��sn�e_�Sc-sau�- - 9�6•�,-rd�-t��9�s� �1 �� tl �,�o ,� - 955.7 � �� 'i_ 7�.'� ��tr,� - 1 S �YSTEM DESKN —MOUhI� - -- -- - - -- TYPE—�.,�BEOROOM , Avefoge Percolation rvte ��.��minl�nch (design-83sq-ft treotrnent area pergol.of dady sewage flow) � �� ft.of heatmeN area f 1@°Y`-- sq•fl. (= IOftwidth=�_ft.{ength of bed area�side slope run -�10 I x�.height= 3� ftx�� ftiaKn-orea needed) (oc�o �(,/�y X.83sq.ft/gol�—sq- qean rodc needed— ��sq.f l treotment area x •L�.depth of rodc-��a.ft=27= �� w.yds.(3/4�fo 2 1/��db. ,i n d u des 2��o f r o c k a b o ve p'�pe� �� s s��.Q ��'��' �•y �� . G+�-�{q s coA�� qean sand fdt beJow rodc �eeded�a�yds. opprox. � sandY foam b�fc fdl�w.yds.appcox., topsoil 6�.�—cu.y d._�-�1:�t��o�O.R-S7 Q 4.oho -Co -{oQso�L ) w�st+�o --- - - �►�"�cos�-fn.u:,=: co^ �F�t�_i� Narnber of tonks reqci�ed a � Ist tonk�goL ,2nd ta�c oB got.rrxruruns pw s 4�1 r�,Q�N� LK�m p E� Pumping chamber copacity- 25`/0 of daly s�woge fbw of (oo D yal.=�gal+rese�ve stocnge of 1 S 0 yz:l/B��40l f P�pe bock dronoge— pRpPERTY 0�' A � of 1� �_/IOO lu�.ft of � r dq.svpplY P�Pe� !'ui.f L needed �� , .��- _9al f manifo��gdJ100 CuLf t of '��db.pipe��rLftneeded '� ,Z�gol. �.SS 7`> '��!�� -��. � total capacify needed ��gal.(Plus area ta p�mP) us�r*.�,n. o0 9al.cap. F�o�o r� �-1 t-�� t0, �� 1�i�1 fr�f t, ��-da. perfaa f'nns��opart � Distribution pipe L�. , Pump s¢e �_3_hp. (pumpable copacity�gol.4cydes/doy� �L��o )� ' ��F'� P��s ,,��-��'�� 3� �`�'� J `'''--� ,", . ,S—P TEST/NG �- � Note� When co�truci�ng be6 _- , this orea shoutl be shoped Note= Distonce (rorn treotment oreo 10 ne�qhbainq welts— i Da�q�ed gy: i� �'�r -�'�-- to ddvert rvn-otf from eNering treotment oreo. L�� ' � pa1e:L/�/y� , PK. 612=497-3566 MOUND DESIGN WOKKSHEET � � (For Flows up to 1200 gpd) F.sdavted Sawii.Flarn ln G�llau per ay A. FLOW .� Estimated (n�._gpd r,� ,y�� u �m or measured,=x 1.5 ==SPd. s �oo us iao � �sp �00 216 �� B, SEPTIC TANK I-IQUID VOLUMFrS 4 600 375 nlua a. — �d d� g�OILS . 7 IOJO 600 770 Tp � ! 6 i 1200 6�3 � m , � ed�+cn C. SOILS (refer to site evaluadon) ,� , , ` � -,�,�. � �d 3o inches feet "�°°'"` 1, Depth to restricting layer= aT` r,.m.,,� ,�,..� �� -+�;�,� 2. Depth of percolation tests = .�.�� _�� "°'°°°" `"'�' `'�"� G�R�{ �—ox�� Percolation rate � -.�mpi ��~ 10�00 i� � 3. Texture ,��;�, ;� � i� 4. Land slope___.�—..% D. ROCK I.AYER.D I N 1. Mvltiply flow rate by 0.83 to obtain required area of rock layer. A x 0.83 = d o gpd x 0.83 sq. ft./gpd = �sq. ft: 2, Select width of rock layer (max �0' if<120 mpi max 5') _ =�• 3. L en g t h o f r o c k l a y e r� a�cea+width= � " ."s�.�." .� . , -� . ,. � y� � sq. ft. + .12_.�• _�� ft' b• r .�.�,�,�,.b ,: , , Width �D ft � ; � <120mpi <10' Length � _ft >120mpi <5' E. ROCK VOLLJME �. Multiply rock area by rock depth to get cubic feet of rock;�sq. h x /•�S� ft. _ -�J��.cu. �. 2. Divide cu. ft. by 27 cu. ft./cu• yd. to get cubic yards; s�3 cu. ft. +27 =,1�_cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons;L�.cu. yd. x 1.4 ton/cu. yd• _ �tons. F. ABSORPTION WTD7�'H A�avt'ptsoo WIdW S!�Tkble 1. Percolation rate in top 12 i.nches of soil is �mpi �� T�� r� �„�� Texture �L�`-( �-v�w� cM� �+ro« �,�wk Pwer du�0,1 Catw S+nd I30 1.00 0.l ro S Saod 120 1,00 .2, Select allowable soilloading rate fxom table; o.�'°s Fl°'s°°° o.�o �.°° 6 ro IS S�oQr L.a�m 0.�9 1.32 i • 16 a 30 l.oem 0.60 t00 �L �a�� m s�a� o� i� tion width ratio b dividin rock layer �'°"t'�'"120 � o�o s.00 3. Calculate adsorp Y g . loading rate of 1..20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft�+��gpd/ft� _ • ��._ 4, • Multiply adsorption width ratio by rock layer width to get required adsozption width; �.� x�_ft= a�. h G. DOWNSLOPE BERM WIDTH S'°p`�- co°°`'� 1. If landslope is 1% or more, r {. I � subtract rock layer width from adsorption width ^ `�'� �"� *�§ `'y ,,'7 " .+! Rock 1' �Q �r �� '� to obtain minimum downslope berm toe a��d ? . �' ':, + ' " ' ' , 6"Topsoil a�. '1 ft-�_ft = __1_'� feet a�s�il_� 2. Calculate Minimum mound Size �,,,�1 v,nd�, a. Determine depth of clean sand fill at U�1�w'a�, °� upslope edge of rock layer: R°i`o d�' "�",�'"ndw Separation 3' -1�_ � _ /.a 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; 1'� ft +lft + lft = .,�� feet ' �a� - c. Enter table with landslope and upslope berm up�j 1�inr�acn � � ratio. Select berm multi lier of 3•`�� • � � `1 Poo 4. Q�Q:� x�s�a � P d `-o �o.da�4 a�. �Upslo width: `: Upslope Width o��e-�a+, ."q-..aa.ao: d. Multiply berm multiplier by upslope mound �_ , ,i Q��¢v�; �w 1�Q,�Q��b height to find upslope berm width: 3`� � �, �e � ..aP oao�a'��u - o�o �� .c ; c�« r�, 1 �r r � � 3•�� x 3.'t- _�_feet � � �� ' � �, , �� , � , +. e. Multiply rock layer width by A � , ,�� -..�� F ��o�w�aw ►� landslope to determine drop in elevation; �,��on�,,r,dw�_ Io x �I %s 100 = .�I feet � � �, : .r � , . � .: � : , ,,� , ,y..:�r ,..: . �.... ... •�� - , • .. . f. Add depth of clean sand for slope To��,�, � difference (2e)at downslope edge, to the mound height at the upslope edge of rock layer (2b) to find the downslope height; 3,z ft+ .� _ft= 3, S� feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of y • � � • h. Multiply berm multiplier by downslope mound height to get downslope berm width: � ,�x 3•S� - � feet BERM SLOPE MULTffI�RC i. Compare the values of step G.1�_ and Step G.2h�_ �d �WNSLOPE UPSLOPE Slo berm muUiplkrs tor varfous berm mdtiplias for�acio�u Select the greater of the two values as the +�� +��e�htl� °��°a�"tl� downslope berm width; 1 r1 feet S, 4• S• j. Total mound width is the sum of o 3.o a.o s.o 6.0 7.0 3.o a.o s.o b.o �.o s.o upslope berm (G.ZC�� 3,09 4,I7 5.26 638 7.53 2.9! 3.85 4.76 5.66 6.54 7.41 width plus rock layer width (D.2) 2 }.�g a.3s s.sb 6.s2 s.ia Z.ss 3.�o a.sa 5.36 6.►a b.�o plus downslope berm width(G.2i)� 3 330 4.54 5.88 7.32 8.86 2.75 3.57 4.35 S.O8 5.79 6.45 Il_ft + �.�ft + r� ft = �.� feet a s.ai aa6 6.0 �.s9 9.7z z.�s .as a.i� a.sa s.ab e.ob k. Total mound length is the sum of upslope S 3.53 s.00 6.67 a.s� �o.r� z.6, 3.33 a.00 a.6z 5.19 s.�� berm width (G.2d) plus rock layer length(D.3) 6 3.66 s.s6 z�a 9.38 i2.m z.sa s.z� 3.ss a.a� 4.93 s.ai plus upslope berm width (G.ZCi�; 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 �ft+ r�ft + �ft = � feet $ 3.95 s.as 8.33 �i.sa is.9i z.ax 3.03 s.s� a.os a.av a.as �,, � �� c6 y, 9 4.1 l 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65 !0 4.29 6.67 10.00 IS.00 23.33 2.31 ?.86 3.33 3.75 a.12 4.44 Final Dimensions. �1 4.48 7.14 Il.11 17.63 30.43 2.26 2.78 3.23 3.61 3.95 4.26 l2 4.69 7.69 1250 21.43 43.75 2.21 270 3.12 3.49 3.80 4.08 3� X � f� PLrr�rp SF�F[TiON PROCfiDURE A. Determine pump capadtq: Gravity Distribution 1. Miaimua�suggested is 20 gpm 2 Maximum suggested is 4S gpm Perforadoa Di,chuga i�c�M Head Perforadon diaa►eter pressure Disdbution f`et tn`1'a 3.a. Select number of perforated laterals=_ 7 32 i a b. Select perfontion spacing=�_fee� t.oa o.56' o.7a c. Subtract 2 ft.hom the rock layer length. 2ob 0.0 1.0�4 � -2 f�_ -1� fee� ' ��ra�M a Use 1.0 foot�n homa. d. Deteratiine the number of spaces betw�en perforations. b v�2.o feet for any�,in8 etse. j.eI1�1 pP�.SP8C�I1g= � �'�'��a�-�spaces e. 1.�spaces+1= '1.-Perf°rationa/lateral f. Ivfultlply perforatlons per lateral by number of laterals to r i,��o�� get total number of perforations. � x �_�L perfomdons. g. � x�_�BPm. SELEC'I'ED PUMP CAPACITY , 3 � SP� B.Determine head requiremenb: 1, Elevation difference between pualp and point of discharge. �_feet sou ti..m+.�,c�r+� 2, If pumping to a pressure distribution system,five feet for pressure �� required at mazufold if gravity system,zero. _�� feet �°��'�'� 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. a.�•�+� Read friction loss in feet per l00 feet from table(F-14). a�' .,,._, F,L.= a. ft/100 ft of pipe ' • . .....................................� � b. Deteralisie total pipe length from pump to discharge point Estimate by adding 25 percent to pipe length for fitting loss,or use a ficting loss chart(F-15_____�eet). Equivalent pipe ler►gth-1.25 times�ip�e length= • ' �x 1.25 a.�-5�-feet Friction Loss in PlastiC Pi e c. CalcuLate total friction loss by multiplying ' Nominal friction loss in ft/100 ft by equivalent pipe length. pipe dia. Total frictton loss= �-x ��--*100,=,�_feet Flow Rate 4. Total head required is the sua►of elevation difference, �� ls" 2� 3� special head requirements,and total friction loss. 20 247 0.73 0.11 �_+_�_�. / ?S 3.73 1.11 0.16 � (1) (Z) (3c) 30 .5.23 1S5 0.23 35 6.96 206 0.30 40 8.91 `264 0.39 TOTAL HEAD ��_feet 45 11.07 3.28 0.48 50 13.46 3.99 OS8 55 4.76 0.70 C. Pump selection bo s.bo o.s2 �,5 6.48 0.95 70 7.44 1.09 1. A puump rnust be selected to deliver at least � �gpm (Step A)with at least `�.�.feet of total hea.�i (Step B). � S-P TESTING� �NC. 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 Wyman Haberer 2879 Farview Lane Orono, Henn. Co., MN Borings completed on 10-7-99, with a hand bucket auger. BORING NUMBER 1- Elev.94.4 - MOTTLED SOIL AT 28" - no standing water present in boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 20" Brown clay loam 10YR 4/3 20" - 28" Brown clay loam 10YR 5/6 28" - 40" Rusty brown clay loam 10YR 5/6 - mottles 6/8 40" - 44" Rusty brown loam 10YR 5/6 - mottles 7/1,618 44" - 50" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 2- EIev.95.0 - MOTTLED SOIL AT 30" - no standing water present in the boring. 0 - 4" Fill loam & clay loam 4" - 14" Dark brown loam 10YR 3/2 - not compacted 14" - 20" Gray brown loam 10YR 4/2 20" - 30" Brown clay loam 10YR 5/6 �ORING NUMBER 3- Elev.94.4 - MOTTLED SOIL AT 22" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 4/2 10" - 22" Brown clay loam 10YR 5/4 22" - 32" Rusty brown Gay Ioam 10YR 5/6 - mottles 6/8 32" - 38" Rusty brown sandy loam 10YR 5/6 - mottles 7/1,6/8 38" - 44" Rusty brown clay loam 10YR 6/4 - mottles 7I1,6/8 44" - 60" Rusty brown loam 10YR 6/3 - mottles 7/1,6/8 Soii borings cont'd. BORING NUMBER 4- Elev.96.1 - MOTTLED SOIL AT 62" - no standing water present in the boring. 0 - 18" Topsoil dark brown loam 10YR 3/2 18" - 30" Brown clay loam 10YR 5/4 30" - 38" Brown clay loam 10YR 5/6 38" - 62" Brown loam 10YR 6/4 62" - 72" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8 BORING NUMBER 5- Elev.93.7 - MOTTLED SOIL AT 54" - no standing water present in the boring. 0 - 26" Topsoil dark brown loam 26" - 30" Gray brown loam 30" - 54" Brown clay loam 54" - 60" Rusty brown clay loam BORING NUMBER 6- EIev.94.0 - MOTTLED SOIL AT 42" - no standing water present in the boring. 0 - 22" Topsoil dark brown loam 22" - 28" Gray brown loam 28" - 42" Brown clay loam 42" - 54" Rusty brown clay loam 2 CEtZTIFICATION N0.627 STATE L•ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,�Inc. on 10-8-99 starting at 10:15am. Test hole location Haberer.�879 Farview Ln.,Orono. Test holc numberl, Date test hole was prepared 10-7_99• Depth of hole bottom 12.inches. Diameter of hole�inches. SOLi•DATA FROM TEST IiOL.E DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is k�if.�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 1Q-7-9Q� 11:OOam. Depth of initial water filling is �2 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon. Ma�cimum 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 10:06 refill 6 10:15 10:45 6 1-5/8 18.5 30 min 10:50 11:20 6 1-5/8 18.5 30 min 11:22 11:52 6 1-5/8 18.5 30 min Percolation rate=1$.��ninutes per inch. CERTIFICATION N0.627 STATE C,ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by �-P Testing,Inc. on 10-8-99 starting at 10:16am. Test hole location Haberer 2879 Farview La.. Orono. Test hole number�.. Date test hole was prepared 14-7_99• Depth of hole bottom 1�.inches. Diameter of hole�inches. SOIL.DATA FROM TEST HOI,E DEPTH,INCHES SOIL TEXTURE 0 - 4" Fill loam & clay loam 4" - 12" Dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 10-7-99, 11:OOam. 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 automatic sinhon. 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 10:06 refill 6 10:16 10:46 6 3-3/8 8.9 30 min 10:49 11:19 6 3-5/16 9.1 30 min 1:23 11:53 6 3-1/4 9.2 30 min Percolation rate=Q.1.zninutes per inch. CERTIFILATION N0.627 ST��TE T,ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on�0-8-99 starting at 10:17am. Test hole location Haberer,2879 Farview Ln.,Orono. Test hole number�, Date test hole was prepared 10-7_99• Depth of hole bottom�inches. Diameter of hole�inches. SO L DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam _ 10" - 12" Brown clay loam Method of scratching sidewall is kuif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 10-7-99, 11:OOam. 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 automatic sinhon. Maximum water depth above hole bottom during test.is f inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 10:06 refill 6 10:17 10:47 6 2-11/16 11.2 30 min 10:48 11:18 6 2-9/16 11.7 30 min 11:24 11:54 6 2-1/2 12 30 min Percolation rate=11�ninutes per inch. PERFORATED �oaMY SANO CA.r - LATERALS LA�R OF GEOTEXTiLE pERFORATEO �ATER6�l .�'��rr.^ ___ _ FABRIG _ „- ' `` •• ._.,_, ••�.. . GRA55 COVER 6 INCHES -- SANDY lOAPA SOIL :� ' _ ~` �"�M^ � ---i'=:;: 70P5o�_ _ � '�,••.,.•.:.. ��Y � !�n:•�,•' CLEAN SANO FILL . .. ',_ ,_J• �• j ;!`;j.;.: PE_� .. _ �' ,�� I� {;�, MAXIMUT Sl0 - �: . , �• r 3 0 . •.. �AYER OF GEOTEXTILE t° EAN ROCK a' ...;�;.:�" r�y� '� •� roPso�� i. � z�iz iNCHES FABRIC OR 4 INCHES OF ; ,,• .. .• � , �.owEo oR ,< HAY COVEREO gY � /� 'l ' . j�. �' o�s►cEo SVRFACE"�— BUILOING PAPER 7``� ' ,9' ��/ � X ' ueso�� - � fy.�� / �!f,� • � y� CROSS SECTION A-A 1 / OR 2' •:�:' � .� PIPE �ROM PUMP--� -��•. ' � ��/ i � �'� •�.y' �� ,:;�.' "� �� / f •, � PtPE FROM 3/�—2'/ i� ;. /� / '--w )� :� VUMPING CHAMBER CLEAN ROCK '�. �'�-�!•�� DIVERSION FOR • �• � � ,' J� SURFACE VVATER w . ; 6' TOPSOIL�� /�I' �' .� �' � a .- .... .�� ' � •�• i/� ��` � - . �r-�-- —� _� ��.. � �t '� L %J � . • I i � �t �:_.� �� J j 3 .t:�' � PERFORATED : � � � . �'C •-� ' ' �-9��/'/, MAX• tATERALS � � : I : _ ' .Z ` � . _� '� �s � � �• i ;�' � � � : 1 _� .. . . • � � . , � • ....,.t.•�^' � � ! ; (� - - . , S� � .,:.. � :�y=,�,,, :-1�.. , . f � ; -sN r.� . , ; I SQ�IEqN �p ._. -;:,:;_, � �t:;;,r��: - I � '; H� _ . r. (�� F'L` 8$OD lq 16�� :L��'?r:, _`1::.� 8ED AREA. � ; � _ � I = : 1' ;.�_ .:>:: � W ROkE ER � _� '= • ;----�: � � _ N �p •�� ,. �, . , � — aR Ar•��:�,:� A � : : ' i � ti•. , � v► � w • A 8 �IFR 1 ...:-. . I ; � ; = ; m . �AYER . — — I � _ ' i t � — � . � o�o ' � � INCH I � � � � � INCHE LAYOUT OF PERFORATEU PIPE LATERALS FOf2 � _ � � p � � - PRESSURE DISTRIBUTION IN MOUND - ; � : . L�— _ —'-11 _ o�KE—�—�---jOMAEic.�---4---DiKE ' �PERFOFtATED PIASTIC PIPE - TOTAL W I07H •` . �a�uvc . . .• . .,..`. �PERFORATIONS SPACED 36� ' V I E W 512E F►nnY BE�cFO XT IOfJ r6M � PERfpRA�lO� I oR /i. PLAN VIEw ------ 2�MANIFOLO � END PERFORI►TION OF A P£RFOft11TED UITERAL PIPE ' Grws Co.er PERFORATIONS ON BOTTOM OF PLASTIC PlPE T.vs.a ` 9Qti �i— — r' � ` . �"'�'� ,`�•:, . .��-•.�*r.c�,�yr of G�N�atU�FoDrk (r tev- � L.�awy So�Loyv "Y�ci�lep.r M Aq w ww ce.��0 _ =�(ALTERNATE LOCATION ' �`.h� r«fw yop.rl Of PIPE FRpM PUMPI p�rtor Iion DtilkJ FfsrRentoty ` • •• �INo V !Mw Top ' END CAP •r'�:%w � �•a�i IY ro caa. , 9p. RQ� r o F•�d Roc�r ,�, . :• •1 nocr Lar.. / F�/tA1 E� `prE 2'PIPE FROM �• u.on•so�a tos� e4�«.��,•��`°,a�•a'� %� PEF PUMPING C►U1M8ER ' . _.�r.fN � .,�_�_, �_„ �---�- ----,.,_. � � F-R � �: REOWOOD, CEDq� OR WATER TIGHT � LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) ' P�UGS OR ELECTRIC CONNECTIONS— /�A�L ELECTRIC CONNECTIONS MADE � INSIDE 60X 2" PVC CONDUIT SCNEDULE 80 6.SP� LOOP OF POWER CORD FOR MANHOLE COVER CHAINED � LOCKED SETTLEMENT SEALED MANHOLE RINGS .FINAL GRADE .• AT LEAST 12� ' BELOW GRADE UNI ON t WIRE FROM POWER SUPPLY - ' PIPE IS LAID ON A UNIFORM SLOPE FROM � /}� . FOR PROPERNORAINBACKIL TREATMENT MEA SEALED TANK COVER �—IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR ORAINBACK, Pl1aSTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO WITH ANCHOR—� — vyEEP HOLE ALARM FLOAT ON SEPARA7E ELECTRICAL CIRCUIT NOTES� ELECTRICAL WIRE FROM POWER SUPPIY . ST�/RJ�V�.9_— � — MUST NOT RUN OVER ANY 7ANKS BUT >: ' MUST BE LAID BESI�E OTIIER TANKS , 3�� AND N�UST BE PLl10ED IN CONDUIT ALONG POST _ SNUT_QEF�.,EV��Q_ _ -- — — FLOATSI MU57 BED RUN�HROUGH AND CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT CONTACT. �� : Figure F-8 METAL COVER _�. ' �' -� �.. ..�;, .� ., y'� .-� , Q,,o , � ; ; '� 0` ' '.� ', �.v:,. ii .�_,. r; � '-Y�. I > i � � � � �r � � /�c � r•:r•:��-:,.� I , J��a9: _ »- __ I � CONCRETE ,�+�' MANHOLE RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-14 i t� �-- ,t �, `� ' VERTICAL SIDEC�ALL SEPTIC TA�1K -� �FINISHED GRADE --AT LEAST 6"TO 12" SOIL AT LEAST 4" DIA. COVER 4" DIA.�,, � AT LEAST I" � � AT LEAST I" �Alr! �,:•.•,. . " - �.. �,... � � � , A DIMENSI NS FOR TANKS W17H ,VEtiTICAL SIDES A ' —� �l VyIDTFi. W 24' MINIMUM _. IENGTH' L 2 TO 3 TIMES THE .WIDTH _ B OIANIETER 60� MIN�MUM _ ; � 1 DEPTN, D 30' MINIMUM; 70_MAXIMUM � � --�- A 0.2 0 , � - �AT LEAST g � �� 6" MINIMUMi 0_2 0 MAXIMUM _ 6" _ 3" � ��o.� o . .. .__--- �-AT LEnST 4 FEET-- �� -� wiEs: � �. SN�nNir1[65n1�fnSt�w��iE4w0Nu�F.tF.n '' rT��E�,,��K�470f1�1KS�lNYnf:E� 7. 1 i�&flf.S�W L UC p�E 0�1 i"Oi�E M"��C S.27l E AS t - ()iuflttipN NU lpC�t f fl vn li ira�f[E I Of KL 1�wK 6. JFf`ARA1 UN�511MrCE OEIYIEFN F.NU Of+HI�I`If`f.ANU w nll S. �. �N��'EC��r'[Of�T�.EI�ll�wt;iiClM�+�EtEil NEMEliPp�IONMIflE6►W1l1ENOl.C6lliW/fWGE9 OnAww�OlESi�lI�ElOCn1E0(YrE�D�IHIIEMaET C(1HOr.O��Vdllt►�C�4S. N1�OUIlL•IDCVKYA.INECGIIEI1lr+COf11�Nc1'lClqfl t. (0�11101�2tX11KCYl��.1N1K00DK1�fKx1A140.1+0 �N`C s s�NLl OG 1 I K'6Md+/3 1�rt UN i L�I M/E(�1 HE AND 0��Slpl C I�0.]5(1. ON f lE O�'LNrr01 O��NII I N IY 1 CE l�1�Yf W w�'E C I iOrl ' Pi•@►USI PE IOG�IkU EfE Iwf f.H l��f.I�EI N+UtMill F1 pN f lE S. •� � PENCI� A �� •., � � � .�. . ,• 20' yi �� MANH E ; �``'' y � 'J ,y: '� • �I � ,r: INLET �' SCUM �. ; � OUTLET �, �� %:•�011TLET LEVEL .;�x� 'I .� y • �.. . � .� /� �•• ��'� � h 1 _..- SCUM CLEAR SPACE-�-� �, �r CLEAN OUT TANK W!'dEN' ; - • — — __ ••� - '�' '}�IS 3' 042 LESS OR tii _ _ - -_ ___ _ �Y p '8' IS 12�OR LESS ;, - - � 1 � °. . .. . `' r. ..,: �• ;,�.�;��a;:;:�;';;:�� • . . • •. .��'. . . • :� .;� BLACK COIAR '� �''`�" ' •��• ' �' DISTINGUISHES SWDGE w ,'�i',�':;<:,;�;:,' • SLVOGE' 't � LAYER FROM l.l0ul0 � ,��;;,�.r!�!J;:r.,;. . . i.'• '' i►o y . ., a•i��,; ' ��'M :.S �'�' MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK � DATE TIME CITY OF ORONO �� CALLED IN INSPECTION NOTI E SCHEDULED 10-L I�: 3O PERMIT NO. �� COMPLETED ADDRESS �� 7C� �z,� � �`�,�.� . OWNER CONTR. L.L�'4��"� l 7'(� � I TELEPHONE NO. ___ J`��' ,�� `�C�l � DESCRIPTION �;��i �- � ly� 01 FOOTING MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 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-S�TE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O a � � O � W � Q � Z W � W � � d W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑ CORR CT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. , pHOTO TAKEN INSPECTOR WILL RETI}RN ' CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CAL�TO ARRANGE ACCESS. Cal!for next ins ion 24 hours in advance.473-7357 OwnerlContr tqr site: V t Inspector. White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO ��ALLEDIN d�2� 9'3O INSPECTION NOTI.0 SCHEDULED lb-.25 2��32� PERMIT NO. �� COMPLETED ADDRESS �'� 7� ��'� ( �"i-�-- �-� OWNER CONTR. �I LZ:�i�'' �,� TELEPHONE NO. �� y L��"lS � DESCRIPTION �d�n S �` S� CG� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAI. 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � 1�-� ��vt- i 1 C7dn a ��,J l K� i�1 ��L�� J 0 o �C�� k Jr�� --Q � Q � lz�� a�era .�, D�' � �"zr ►�t�� z � � ►� 5� o � � � d W WORK SATISFACTORY:PROCEED I- PROJECT COMPLETE W u CO ECT WORK&PROCEED i-' ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. ,- PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call f t e next i s ction 24 hours in advance.473-7357 OwnerlCo ra on si • � Inspecto hite Copyllnspector's File Canary CopylSite Notice Ch �i_s DATE r,�, TIME CITY OF ORONO CALLED IN � �� INSPECTION NOTICE , 1 scHEou�E� �`�i `� ��`�� PERMIT N0. OI Z(1�� COMPLETED ADDRESS � � � , �' U" 1 OWNER CONTR. L-I�.�� f TELEPHONE NO._ _��S-' �"I�� DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADtNG/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 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL L. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � ;'. 26=1 l ' ' � � O � � {`.. J - � 1' O � � W ; �„ � � � �l � . Q , � � Z W � W � j � 0 WORK SATISFACTORY:PROCEED ROJECT COMPLETE W � ❑CORRECT WORK&PROCEED C ISS CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. n PHOTOTAKEN INSPECTOR WILL REfURN C STOP ORDER POSTED.CALL INSPECTOR '.' GTATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next ins ion 24 hours in advance.473-7357 i`� OwnerlContr�cta� ra site: 1 f Inspector. White Copylinspector's File Canary CopylSite Notice