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Home My WebLink About1997-009562 - new septic system PERMIT � CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: Crystal Bay, Minnesota 55323 - ;612)473-7357 Date Issued: �ITE ADDRESS: .��.� �:._. . . � .w = D�SCRIPTION: REMARKS: FEE SUMMARY: ' CONTRACTOR: -. --. � OWNER: , _ . „�:� � :: _ , , . ; _.,,.,. . _ . . � , , _ _._t _. . . _ _ _- �� t, � �.`. . :'3`�.°: . �F.:-.:-- . . .- . . . �.�.� , ;»...� �.� i. .:-� ,_ ,... r,r ._,_ �._:� i � ,, � N . _ j ... - - - ..., � ,,, . ; .�. ., .._�. �, . .. � _ , . , . , : _ .>. ... .... ....... ..,., . . . ,::_...: .� . _ � _��.._ .... �._ . _ .�. ..,.. ._.�_ ; '...' . . .. .... . � �...:. .�... ._y:t �.�:; � :,� .;-. , . . �....�. „ .�. _ . . . _ .._ _. .. . . . ._ ._.t ; .! r ,_. : _ � : ra' .� _... ,: �€ i �; � : .r ... _ e : . _ ._ _ ...__ � ., . . � :- _ .. ., _ � . . .'_ _ _ . . _ . F ,'. ' � .. , _ . - .� � a__ . t.:; .. r. . . ... . . _... _ a.. � S • `- ' , .... .... .... .... . . ._.....�.. . . ,��_ . . ��.... r>. . .�_. �'. . _ : ,. ..t , ._.. , ., .. ..._ ..�_ . . _ . .'�.. . ., .. ..�.., ..` . _ J � .. . � . . . . .. .. !�`^�'2�<�/� l�L� APPLICANT%PERMITEE SIGNATURE ( ISSUED BY:SIGNATURE CITY OF ORONO SEPTICSYSTEI�IPER1tiIITAPPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, N�t 55323 JOB SITE AD DRESS: �F ro � �v��R- ��.S S Occupanc` Type: Residential `� Commercial Other Permit T_r•pe: Netiv or Replacement System, $100.00 � Repair E�dsting System, $ 50.00 (Tanks or DrainfieId) 0.50 State surcharge added to above fees . *See fee schedule for non-residential permit fees Owner's h'ame: J�l��..P /�{�,�(�,�— PhoneNumber: �C� " � / 11�Iailing Address: City: �: Contractor's Name: /��.�s tS�-. s PhoneNumber: ��'�i��2- Nlailing Address: 2�� S�- s,�• _ City: �,h{,�S� �p� 53-36� DO NOT 11�IAIL PAYII�IENT WTTH THIS APPLICATION GEYERAL I�TSTRUCTIO�tS 1. Applications for septic 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 the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 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 followin� inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank i.nstallation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rouQh-up but prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holdin�NIPCA Installer Certificate shall be present durin� inspections: A 24- hour notice is required for all inspections. N01�: Applicant must 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 installinQ the followin;: ;� A. Tanks: �recast Concrete Other Manufacturer�/f��✓ Tank Capacities: 1) � gal. 2) ebv gal. 3) /3� gal. : B. Pump Station (if required) Pump make & model (�JC�o�'(\ � (attach pump curve & literature); system desi�n requires '3q gpm at a S feet of head. Hi�h water alarm make & model C�.�e,(.�v�.--, Outside • ' electrical work to be completed by ,/�nstaller 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/o 'x �$�' Drop Boxes Sand bed dimensions ��6 'x�' Distribution Box Pressure Dist. Pipe Diam.�i-Z ° Maniford Pipe Diam. 2 " D. Final Cover/Topsoil to be: borrowed from site �/�w location on site plan) � trucked in The undersi'ned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the Ciry and the regulations of the State of Minnesota, and certifies that all statemenu made on this application are complete, true and correct. SignatureofApplicant: Date: /C� -.Z 3—�j � MPCA Certifica[ion No.: � �o �Q Staff Review: Appr val De ial � Revie�ver: J Date:^��`"�3`� . Reason for Denial: ; -- - � O� CITY OF ORONO O , O SEPTIC SYSTEM A,PPROVAL �� : . . CITY of OR0�1TU � ��;�,�,�- �, M��o�� ,� ti'•�`�'r _ �, Post OtTice Box 66 . G C sta!Bay,MLuRsota 553Z'�0066 c �3' . �9kESYiOg'� � LOCATION: 465 Hunter Pass OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing g�pORT DATE: March 1, 1997 The City of Orono has a�nr��P� your on-site system design as of October 23, 1997 (approved-disapproved) (date) widi the following cocrunents: THIS IS NOT A PERMIT. This is a design approvat form which must accompany the site plan. A pemut must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the Inspector (473-7357). Call for inspections 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 tl�e Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these azeas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF RONO By Step W c an, On-site Systems Manager ' �rxor�-a�a�•F�►x-ar3-osio , � ! J-P TEST/NG, 1NC. 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 March 1, 1997 Jyland Development, inc. Lot 3, Biock 1 Hunter Pass Orono, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, five bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - NeB - Nessel loam. The seasonally saturated soils were located at 18" to 22" (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 11.0 mpi. A pumping chamber will need to be installed to lift the eftluent 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. 1 � . 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 effective{y. 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. �- . Steven B. Schirmers 2 a � __ � � � ---_=33�:---�- � -- � � ---- -- — �.�`�""� _ �4 g-` -T` �i`1��4 /�LL N�.v�f �E Q��V r�Y�-f cY�� v'� �- ^� � '!!-F'E �oTo��P '��H-C M�r�"f r1"�'�5 '�'�o}�'�- � tR'r�� wt-"�'��1c-�CtD�. � � i .Z v t � ��uoo 11 � �' \ � � �� '� � � 9 � 2 � ��"' _. � � '� � � � ~ -� 99v 3 � � � w � 9 � Q c� ��s.. � ��5�� _�_ I � � � �tl c 96� ;� -f��1-t*��}�-� ��_ r� +9 9 i.3 � 11 Q t' ..��C�� -.. �'E(� y 4.0 � `` �7 ��\�� `\ t� �� y�� ,- �/�`. � �'1�� .1 � _�.`�0 - � �/ � �M CLI E�k� � � , �� -Y 1� � PKo Y�'o �, p �� ; /, � \ V // � + F��PoS�P w E v., � � �U � �r, �� a9E.i �� `�i z 999.q R�M4�f�1, � i �"�'� � � �� f a �Q -- 9q S S � t� �/ \ �y1,R m�Syr� � � i� r i ��s�7 q9+0 �� yr � I i (t7 � a'^ °' " � \�� \ j � � � c � � o i ��"� �a'P'P�o� p �l � y �' �' '.c." `t� �\ +993•S I / {/ r .} HouS� � �J �' c� � % / 990.Q S9o.�i '186 \ J »�' � r� � � � � c , /. / �� 1 � - '� ,.� � y! t:,_ �, S� ;' � �� '� \ / �� .1-�w'�� ^ �'' � '� �' � m ' `= ��V �� '`t.� � � ��.�� x'P�!-�s1v�.1 l 1 ao �� ow��f _ �7 �� t' � K� i�- � n> 99y.3�J � ��J� //� � �'1��-,� .+ 1'�'��l� i � �! '::� � � \ � � � , `�= � y992.1 `� �/ 9`6y.$ , \ . ._ ' ; z' _ v �J � \� q5�� A��7 -$O � •. \ , , � .y b '`� '�^ -o%' +988 \ . . ::�, �93.-i +49J � , / '� - 190,8 i� ,� _ / 7 � , 44' - 5�1,�t � �9� i 5� iy �4� 4 ►ooy �� I - --50'- - -'=�! i ��.fN�-(1 u)..aS sti-� '6�( : C.o�� T-I " � PR�ERTY CF= ?Ki-4�� J. 11a G, �Percolotion Tests Scale� � � 5� � l�ot�t5��1.� i 1-1 L� , y�Soii Borings �—D—�� 1�1�- � � 1-lu�..�-C'�_ 'Pi�SS _ �Benct: Mark C7Y-t��u t� i 1 1-�� G�(7 „ Note= This system is to be constructed to meet - the Mnnesoia Po��ution Contro� Agency S-P TEST/NC'i /NC. Chapter 7080 & Local Ordinance n • Oes+gned By� �� `��. �L �--- _ r Note : Check a l l underground uti l ities po�o 3 /3 �.�, �t_6�2-497-3566 i -� a - -'� y�.�ss 'l� �c 1.45� Foc.x, c3F-p — — `- — ' � S ; ' �r� '�' � 3.5 � 9 5 a•3.9 - p \ F\" 9 � I � /.S�SA�to ✓�-ic—�_��____s� ip�A�J v��,�! `- - --�� ' SFT- BAC�CS 1 a. .t. __LO�� i � ' HOUSE Sys�em must be� Tonk �o from prope�ty lines X - S�-L'��*-a �}}S f-�� w�o T� , LL .�.� from wel!s �,�/,�rt�1�-o�..1T .� from bdgs. � =��;,; ireotmen� oreo =�frorn lokes , = streams NOTE�Power supply ond switches must be locoted in a Treotment oreo ��from property lines W��h� ��f endosure artside the pumping chomber and manhole M�}�HDI.fS m�n t�-" �. from we':is I �aceF�c� �'irom b!Ggs. ; ' -U' �.'trom trees SOII. BORInG EI.EVAIIONS � i � _I � i c I� �� r , I � �min. . TH.�3E!.-q'l3•1 �-1�`1� -9��.� i I ` 3��"su _ grode '-�% TH.1�EL.-494A � Tonk � �`y�� THiSE�.-�� Orov to Tank Tonk �:� PRESSURE DISTRIBlJTION MWND SYSTEM .T.F.;�`�L_9'10,0 ! ... � TH`i�`L-3�� Nin. t�10 8� �R�mP��9 i " � '�- EI.�lAT10V at PRO'OSEO PL�MPING I Mox.l 104 ��P Ti�U`LS S!�'A`.LOc� Chomber CHAYB�n-.�v v�-�,4u�^'+� 9�'�.p 4�to 6�dia.pPe �3�pgce.�..-tcp crfc�s�-�=-/oa�..o � �_'__ _Lo_w__TST_SrWog-•'oL9.S.-Q_ � SYSTEM DESIGN -MOUNO TYPE-�, � BEOROOM , Ave�oge percolo6on rote 1L4_min./inch (design.83sq.ft treatment orea perqol.of daiy sewage flaw) - --- �so gd./day x.83sq.ftlgal.�e�.sq.ff.of heotmeM oreo +10%=�`1sq.fi. (.= IOft.width=�ft.length of bed area+side slope run '�to I x�2 height=�ftx�_ft.lar�n•area needed) � qean rodc needed- �_sq.ft.heotment area x l.vs'' depthof roc�c=�a.ft=27=�2_cu.yds.(3/4�io 21/��dio. ,includes 2��of rock above p�e) � ' C,o4PrS� � to soil 6��iZ_Cu. . av� SAu[� o�P�CI�-1 � �.'� i Geon sand fill below rock needed 314_a.yds. approx. , sandy loom bock fdl.�a.yds.approx., P Yd �J4sN'�O (f-Sc.C.[�tat!1��-_"Co R�O.��I'o 'C�..'�o4So1�.EoF- lR_R�c:�Lfl�'Sy�o��Q��v) Number of tanks req�ued�-, Ist tonk�gol. ,2nd lank L�Q gol.mnimtrns FW S P�!r+�P►N t� �-A'�►m p E R-- i Pumping chamber capocity- 25'/a of daiy sewage flow of.2�gal.=��.gal+reserve stange of 15 0��1/B1�.2�Q gol.+pipe badc dronoge- pRpp�RTY C�� S L p � � ofl�.gd./IOOIin.ft.of3rdia. �pply pipe, Iin.ft.needed.3�lZ� J.�_gat.+maniFo!d�� gd./1001'inftof��dio.pipe,lnftneeded� ,�gol. ��-�� 6`,� �, �U�„l�Cr�Z-'F� � � total capacity needed�_gal.(plus area for pump) c,S� rn„n. �. p g�,l.caP. j . � Distribution pipe�3 dro. , .L�1��in.f t., ��3 dia. perforotans�_��oparf i Pump s+ze �� hp. (pumpoble copacity��gal. 4cycles/day) ��o �� H�Po PQ.�ss ��S�1�f�'�-�'� 3�i aa11 t,n,n. S'—/� EST/ G / C. I (� ! . Nole= When co�lrucling bed - , �rvs oreo shoub be shoped Note= Distonce trom �reotment oreo io �eiqhbor�nq v+�lls- � peSi ned 9 � `o• � �''- to divert run-off from entering �reotment oreo. ��"P �� L�L� ' � � y ; Oo�c ��./�.�� , PH. 6i2-�97-3566 • MOUND DESIGN WORKSHEEI' (For Flows up to 1200 gpd) , A. �.OW Estimned Sew�6e Flo�in Galloe:pa Day(g� Estimated��_gpd or measured x 1.5 = -- gpd. B�,f„ �`� �`" '�'�`�" 7Yx rv z soo i2s �so �. 3 �50 300 218 •� B. SII'TIC TANK L.IQLJID VOLtJMES � � �ao 3�s zs� ,� S 7S0 450 294 � 6 900 525 332 '"� �-1�..Sl� � )-)Oo o g OI1S 7 1Q50 600 370 e0i 8 1200 675 �OB �� C. SOILS (refer to site evaluation) � ,.� �� i N�bc �� 1. Depth to restricting layer= �� -to aa, inches B� G,,,,,, p;,,.,, 2. Depth of percolation tests = 1 �." inches `'"" ''""' 3. Percolation nte �� mpi 2j a 4� �'.oSOoo i'.'s o 4. Land slope 4 . % ;a a � �° wa 9 Ses 6y C-6 (x 1S) D. ROCK LAYER DIIv�1SIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = , �S� • gpd x 0.83 sq.ft./gpd =,��,sq. ft.-�►��s�+'' 2 Select width of rock layer(10 feet or less) _ �o ft. 3. Length of rock layer=area+width= R�g� �sq. ft.+ 10 ft. _��,ft. ..,.,, ..,.,.........,.,w....., r•r.i.S.r.�.�.�•r.�•r•r�•r.r.r• ti•�.�.�•�•�.ti•ti•�•�.�•ti•ti•ti•� ti•� ��;�tif;��rti�•�•r•f�•�•r•r•r•r•r• �dth 510 ft. ti•�•ti.ti.�•ti.ti•�•�•�•ti r•r•r•�•r•r•�•r.r�•r.�.r.f.r•�• +•�.�•�•�•ti•�•�•ti•ti•�•�.�•�•�•�•ti .r.�.f.�.f.f.r.i•r•r.r.�.f.f.r.f. E. ROCK VOLUME �- �'�'g`� --' 1. Multiply rock azea 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. i 27=�cu. yd. 3. Muldply cutiic yards by 1.4 to get weight of rock in tons; �cu.yd.x 1.4 ton/cu.yd. _�, tons. F. A�OR��N�D� LL A l.01�w� WSdth Si� 'Lbk 1. Percolation rate in top 12 inches of soil is I�� mpi r�,�,,,,�,�,4 �� .�d Ms„u��t�c►, Soil Textur+e �.� �,'ad �� .:.e.�a M 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand i.2o i.00 � gpd/ft2 o.i ro5 Sana t.2o �.00 0.1 to 5 Fne Sand" 0.60 2.00 6 to 15 ndy Loam 0.79 1�2 3. Calculate adsorption width ratio by dividing rock layer ai io as ssi a m oso 2.a�o loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo cia �.o�, o.as 2.6� 1.20�d/{t�y .ti� �d/ft2= �.L 7 Slower�than 120 CIaY 024 5.00 "Soil havina 507C or mae d fine or vey Cu+e aand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; a•�7 x �o ft=a�.7 ft � G: DOWNSLOPE 1��WIDTH 1. If landslope is�6 �atore,subtract rock layer width from adsorption width to obtain minimum downslope dike toe a�,� ft-�ft =.�.2_feet 2. Calculate Minimum�mound size based on geometery: a. Determine deptlt of clean sand fill at upslope edge of rock layer: Sepuration � ,� feet b. Multiply rock layer width by landslope "`'0°` C01•� to determine drop in elevation; , f r e o t a o .a Slope Difference S�peratlon f��t . 1�. X�,%+1�0=�I feet s�ev• o�'t.�erenee _'�' _ et UDSIoDe M�1Gt� c. Add d th of ciean sand for se aration (Za) �r�� eP P aoek aea wiatn at upslope edge,depth of rock layer(1 foot) to depth of �.re�t DownsloDe WIOtn cover(1 foot) to find the mound height at the upslope edge -�'-�eet of rock layer; l.S fk+ lft + lft= z.� feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3 , �s e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3.s x 3,yS =1�_ feet 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.S ft+�,_ft = 3,9 feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of y .��. h. M�tiply dike multiplier by downslope mound height to get downslope dike width: 3'� x y.�L =_�feet i. Compaze the values of step G.1 and St�p G.2h Select the greater of the two values as the downslope dike width; _ a� _ 1 � feet :::..;:;�.:.:,::.:.::....:.:: :...::::�:::.; .>�:.;.;..:::::::.;>:.::. ..::..:....:...:.:..::�::..:....:.:.:....:.. .:.:..,....,.:...;.. .....:..:...:.::.::. .....:::.:.:...:::..;>.::..:.:>..>.,::::.::. .;., . :....:fUDfIOD�MiGtD�'i:'•:'•::?:r>9.::•:;:;t;:i::? •:f:,::.,•. ::;`>..°`q?::.i: ..f . :••.}++.::r:,,,:..:::::. r:$: :i:h:•::;:j:i:i::j�i�.;.;,.;.;::�.... :::. ;v•. ' Total mound width is the sum of '` " , :•.:•..:...:..:.... _4,.Z..,r•�� .�y. .�:<,<:•:..,, ...:::•.:.>•::•;.<: :..::$, .. ..::..:.y.f,•,:;.; ^ 'v < 5? .�:.;::.:...:...,::,.::.,,:•::•:.:::?•>::r••,.t::.,t: :.y,�,,j,.;.,.;::•':':'•i::i r ........:.............. �:. . ..:.::o:..;;.;,;.:.:i.i� upslope dike (G.2e)width plus rock ,� ,� {„�:� Ryek e��a w�ain lu.�.(eY�»�t ; layer width (D.2)plus a �o=�oo•��a�� •��o•N�a, downslope dike width(G.2i); 3 �`••` "�� ; eet ^ 'I� :;. .. ' 1 � ft+�_ft+�_ft = �Lfeet � , ` k. Total mound length is the sum of y� °°"°'"'•"�°`° ' ,f�L_re�t upslope dike width(G.2e)plus rock layer :«;:;::::>::•.:::.:.>:::.>;:.;::..:: : :..:�:�: :.:..: �:<;<;:>;::::::<:: > length (D.3)plus upslope dike width (G.2e); ::>::::::>::::::>:: ;.::.::.>:.;.:.::..: ;::;.;.<,::::::,:. . �1ft+�{_ft+�_ft= �3_ feet ' ::., <:iv� � . . . ,: 1`� t L� + lq /ot• TD�e��.�0�� ope ps ope 3:1 Ls s:i &1 7:1 3:t a:I s:s &1 T.1 a:1 x 0 3A LO 5A 6.0 7.0 3.0 t0 5.0 60 7.0 !A 1 3.09 �.17 5.26 616 753 291 3.85 4.96 5.66 6.51 7A1 2 3.19 �S 556 b.l2 5.14 2.K4 3.70 �5� 536 G14 6.90 3 330 �51 5.lI 732 a.l6 275 3S7 135 5.08 5.79 6.15 4 ____ 3A1 � i�75--.. 7.l9 9.T2 268 . �.19 4.M 5.46 6A6 5 35� S.6D 60 e37 ]0J7 261 .33 4.00 4.62 5.19 571 6 3�b S.Z6 i.lt 938 12A7 2.5� 3.?3 3.85 L41 1.93 SAI 7 3m 556 7.69 1034 1373 2�8 3.12 3.70 42i L70 5.13 8 3.95 Sffi !33 11'•i� 15.91 242 3.W 3S7 la5 �.t9 ��8 9 4.11 6.25 9.0! 1�.04 1l.9I 136 241 3.15 3.90 1.30 4.65 SO �39 6�67 l0A 15A0 Y�37 ii1 286 333 3.75 �.12 4.44 Il 4,{6 7.14 11.11 19.65 30A3 2.�b 27b 3?3 3.61 3.95 �?b 12 469 7.N➢ 1250 21.� �375 221 270 3.12 3.t9 3.80 4A8 ` ' F-17 Pi]MP SELECTION PROCEDURE FJID PERfORAT10N OF A PERFORATED L4TERAL A. Determine pump capacity: w-� Gravity Distribution T.,.«, �'�''�� 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of .>:: �� - � `^ ,,�„N„w�,b,k,,,,,,,. water use rate. ��"""S°"'`°"' .��,,;..;,°'`""'° 2. Maximum suggesbed for delivery to a drop box of a home system is 2,700 , »�,��_^^�°'�r gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,�;,N„ ;-u�a.� �r�o eaae .�n«.�or., ..• . . .... � PMMOIIMI�IICOtM o1 Pressure Distibution �,..,,s.,,,,,,� ��M U1�nl 3.a. Select number of perforabed laterals� b. Select perforadon spacing=�_feet �.�;,.'s�;"',.,�"'"° c. Subtract 2 f�from the rock layer length. �� -2 ft._�_feet d. Det rnune the number of spaces between perforations. Length perf.spacing=�ft.+�ft._�_spaces Reyvired Pesforation Disch e e. 3�spaces+1=��perforations/lateral �+s�o�p�r a'i"°te�SP*'� f. Multiply perforadons per lateral by number of laterals to ��3��,� '�H�d8e �z ma� � q�� get total number of perforadons. �,� x �,,, ,Q,,__�perforations. �f�t> g' s9�* X�'�+'�BPm. 1.Oa 0.56 0.74 SELECT'ED PUMP CAPACTTY��gpm 2.�b �.g� 1.�4 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 !�. feet 2. If pumping to a pressure distribution system,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. RP�I-a►B� Read friction loss in feet per 100 feet from table. Poinc of Dischazge F.L._ �, l. f�/100 ft of pipe T�g�. b. Deternvne total pipe length from pump to discharge F,levation Differsncel point. Add 25 peraent to pipe length for fitting p�„p -�y loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b 7�}D x1.25= 300 feet c. Calculate total friction loss by multiplying 1.5 inch 2.0 inch 3.0 inch g� friuim lass pa I00 R of pipe friction loss in k/100 ft by equivalent pipe length. Total friction loss= �.1. x 3 o a +100= � feet 10 0.69 0.20 12 0.96 0.28 4. Total h�d required is the sum of elevation difference, l4 1.28 0.38 special head requirements,and total friction loss. 16 1.63 O.a8 18 2.03 0.60 20 2.47 0.73 0.11 �_+ ,� +� 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 TOTAL HEAD �. 40 11.07 2.64 0.39 �.�feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection bo s.6o o.az 1. A pump must be selected to deliver at least s�_gpm (Step A) with at least ��,�feet of total head (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 Jyland Development, Inc. Lot 3, Block 1 Hunter Pass Orono, Henn. Co., MN Borings completed on 2-24-97, with a hand bucket auger. BORING NUMBER 13- Elev.993.1 - MOTTLED SOIL AT 1'8" - standing water was present in the boring at 4', 21 hours after the boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 20" Brown clay loam 10YR 5/4 20" - 36" Rusty brown clay loam 10YR 5/6 - mottles 6/6 36" - 48" Rusty gray brown clay loam 10YR 6/3 - mottles 6/6,7/1 48" - 60" Rusty gray brown loam 10YR 6/3 - mottles 6/8,7/1 BORING NUMBER 14 EIev.994.0 - MOTTLED SOIL AT 1-1/2' - standing water was present in the boring at 3'8", 21 hours after the boring.. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 18" Brown clay loam 10YR 5/4 18" - 42" Rusty brown clay loam 10YR 5/6 - mottles 6/8,7/1 42" - 60" Rusty brown loam 10YR 5/6 - mottles 6/8,7/1 BORING NUMBER 15- Elev.993.5 - MOTTLED SOIL AT 1-1/2' - No standing water present in boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 18" Brown clay loam 10YR 5/4 18" - 40" Rusty brown clay loam 10YR 5/6 - mottles 6/8 40" - 64" Rusty olive brown loam 10YR 6/3 - mottles 6/8,7/1 I � f Lot3,BIk.1, Hunter Pass soil borings cont'd. BORING NUMBER 16- Elev. 990.8- MOTTLED S�IL AT 1-1/2' - standing water was present in the boring at 3'4", during the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 18" Brown clay loam 10YR 5/4 18" - 28" Rusty brown clay loam 10YR 5/6 - mottles 6/6 28" - 36" Rusty brown sandy loam 10YR 6/4 - mottles 6J6,6/1 36" - 48" Rusty gray brown clay loam 10YR 6/3 - mottles 6/8,7i1 48" - 60" Rusty gray brown loam 10YR 6/3 - mottles 6/8,7/1 BORING NUMBER 17- Elev.991.7 - MOTTLED SOIL AT 1'10" - standing water was present in the boring at 3-1/2', 21 hours after the boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 22" Brown clay loam 10YR 5/4 22" - 32" Rusty brown clay loam 10YR 5/6 - mottles 6/6,6/1 32" - 46" Rusty gray brown clay loam 10YR 6/3 - mottles 6/8,7/1 46" - 60" Rusty gray brown loam 10YR 6/3 - mottles 6/8,7/1 BORING NUMBER 18- Elev.991.2 - MOTTLED SOIL AT 1'8" - standing water was present in the boring at 3'4", 21 hours after the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 20" Brown clay loam 10YR 5/4 20" - 48" Rusty brown clay loam 10YR 5/4 - mottles 6/6 48" - 60" Rusty gray brown clay loam 10YR 6/3 - mottles 6/8,7/1 2 CERTIFICATION N0.627 STATE�,ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 2_25_97 starting at 10:47am• Test hole location Jyland Dev.,Lot3}Blk.l,Hunter Pass,Orono. Test hole number 1�, Date test hole was prepared 2_24_97• Depth of hole bottom 1�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is kuifg. Depth of gravel in bottom of hole is Z inches. Date and hour of initial water filling 2-2497,2:OOpm. Depth of initial water filling is 1Z_it1�h�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hows is automatic si� 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 10:35 refill 6 10:47 11:17 6 3 10 30 min 11:28 11:58 6 2-7/8 10.4 30 min 11:59 12:29 6 2-3/4 10.9 30 min Percolation rate=1Q�4xninutes per inch. CERTIFICATION N0.627 STATE I,ICENSE N0.394 � f PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�Inc. on 2_ZS_97 starting at 10:4gam• Test hole location Jyland Dev.,Lot3,Blk.l,Hunter Pass.Orono. Test hole number],4, Date test hole was prepared 2_2¢97• Depth of hole bottom 1Z.inches. Diameter of hole�inches. �OIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall is knifg. Depth of gravel in bottom of hole is 2 inchee�. Date and hour of initial water filling 2-24-97�2:0(I,R. Depth of initial water filling is 1�it1�h.�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is �utomatic��hon. 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 _ _; � 10:35 refill 6 � i 10:48 11:18 6 2-1/8 14.1 30 min 11:27 11:57 6 2-1/16 14.5 30 min 12:00 12:30 6 2 15 30 min Percolation rate^14,�.�minutes per inch. CERTIFICATION N0.627 STATE,LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on�-25-97 sta.rting at 10:49am• Test hole location�yland Dev.,L.�t�3��1k,1_,H�nter Pas�,Orono. Test hole number j�, Date test hole was prepared 2-24-97- Depth of hole bottom j�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Brown ciay loam Method of scratching sidewall is kpifg. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-24-97�2:OOpm. Depth of initial water filling is 12 inch�above the hole bottom. Method used to maintain at least 12 inches of wa.ter depth in hole for at least 4 hours is automatic�n. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes r inch Remarks 10:35 r�ll 6 10:49 11:19 6 3-3/4 8 30 min 11:26 11:56 6 3-1/2 8.6 _30 min ___� 12:01 12:31 6 3-7/16 8.7 30 min _� � � Percolation rate=$,�zninutes per inch. CERTIFICATION N0.627 STATE J,.ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing.Inc. on Z_25-97 starting at 10:SOam• Test hole location�yland Dev.,Lot3,�lk1�Hunter Pass,Orono. Test hole number 1¢. Date test hole was prepared 2_24-97• Depth of hole bottom 12.inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,{NCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is Ic�if�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-2497.2:OOpm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least l2 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, Percotation rate, Time Time interval min inches inches minutes er inch Remarks � 10:35 refill 6 10:50 11:20 6 2-11/16 11.2 30 min 11:25 11:55 6 2-11/16 11.2 30 min I 12:03 12:33 6 2-5/8 11.4 30 min__� i —� ] Percolation rate=1L�xninutes per inch. ' CERTIFICATION N0.627 STA'�'E,LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�Inc. on 2_25�•97 starting at 1Q;,�1�.�1i� Test hole location�,yland Dev.,Lot3, IB k.1�Hunter Pass,Orono. Test hole number 1$ Date test hole was prepared 2_24-97• Depth of hole bottom 1�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-24-97,2:OOFm. 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 si,nhon. 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 10:35 refill 6 10:52 11:22 6 2-1/8 14.1 30 min 11:23 11:53 6 2-1/8 14.1 30 min 12:05 12:35 6 2-1/8 14.1 30 min Percolation rate=14�l.minutes per inch. PERFORATEO LOAMY saN� CaP , LAYER OF GEOTEXTIIE ��y:,� _ LATERQLS FABRIC PERFORATEO �A7ERA� .'`~' �•r GRA55 COVER 6 INCHE3 _ SANOY LOAM SOIL :" '�:•�3 "` ~'"•`^`�+�.;�,.�;;i�;�:• . 70PSOIl" . i �� • ^��'•••� CIEAN SAND FILL � �%�� ''�'•. I J. � .,5;�`: u' r •� �.r MAXIMUM SLOPE—� � i Yi�• 3 TO 1 IAYER OF GEOTEXTIIE �,..tL'� ♦ �' EAN ROCK a' FABRIC OR 4 INCHES OF ' `� ' '' ;; ,y,�y� ' ;�� TOPSOII. PLOWEO oR '�. �� z�iz INGNES ��o HAY COVEREO BY •l ! , �� o�sKeo suRFnce ' BUILDIN6 PAPER _x`'� ' ��,�:�� / X ue5oi� • �'' !!i" � . 1�/ OR 2` ,.d��'�'"" ��, ;, � � %� CROSS SECTION A-A PIPE �ROM PUMP `;��:.? ' ' ��i�/ �' / '� ��,� �/� ;Y,� .N /J � ''=' /� f ��y �' 3�._Z1� . ��f' �. /./ ! „MS ,+� , ,� PUMPI G C�HAMBER ...,a1: CL�AN F�OCK ' � '��r•' � /�' � OIVERSION FOR . •:: :�%' �, .,;� ,, J� SURFACE WATER W � 6' TOPSOIL�� ,' �� o � � �� ,.... , .� ,: %j ,;` _ ( ..,...�, � �:�1 �' L��— _ —� -.•.,y�e:..t=y. � , f' :� 3 �=!` � ; � �„�.�; . �� '� 9��/.•�� ..ir — PERFORATED � : : I, . t' MQX. .,�. • L'ATERALS � � � -' .. - +: I r. � ' � . ��• : s �... ?... ` � � � � 1;' '/�� ` .J � r-•�• .,•� �• — � ' ' I � ..,�.. .;� , , ' SIOpE _ . '',;�s;:s':;..: r'�;: � , -. •,+�N q�E'p ' ' '•' ;�� '�,.;�.�'s,�:*��,l. . I � : � , , S N0 N l o . ,�s" . ,.:;�y_...��.�. , ; ;,� _ . � , ' � F L O l. ��L'�� +' t�• BEO AREA � � : 9R�k �AYFR ' _?r��;'':' • — � ;----�; j W '_ EN �p ,�:�-.. : ,�� J :_ '_� ._`�' �.' � � ; ' I c • BaR(�A1'U� ':'•:'.-�-� . A — � �n , W I wm : a RIFR �AYF �f 'y ' — — I ' _ ' � ; � — —' . R . ; ; ; I LAYOUT Of PERFORATEO PIPE LATERALS FOF2 iNCHE � ; a�� ; INCHES — PRESSURE DiSTR19UTI0N IN MOUNO _. I ; % � I . � '_I � � �—'— — —' . I PERfORATED P�ASTIC PIPE _ DIKE�� FEET�_piKE MAX. I � TOTAL WIDTH �PERFORATIONS SPACED 36' SPA�� ' • . I ' � � ` END S ZE EMnY BE�wFO�itAT10N \ � P fRfORAf�� pLAN VIEW VIEW op ��,. !6 � _ ----- --- 2�MANIFOlO �p pERFORATION OF A PERFORATEO LATERAL PIPE -- Crw�Csva PEHFORATIONS ON BOTTOM OF PLASTIC PIPE ,� T�vwN iJ,�� 9Q•, � ��rr,z� �;_ , `'.o,:�. . ....�. _ �4�,oy�r ol Wo��iUl�Foblc (a far- ''�'a � �� I,somy S�M leyw � NcA Nyw M Ary w �vw ceNrb � 'b(AITERNATE LOCATION ' wite rNin pop«) OF PIPE FROM PUMP) � W�la lion di11eJ Herlto�lolly • •• �MIe G p l�Mor Top / ` , �jj p�� AI L�o�1 12'Io EOp. END CAP QQti Ra� o •Id Ra . =' ol Rock Loy�r / p LAlE �: ', �. ....•,:• -PwIw�1lw.Lowl�d ol i i FpRAtE 2�PIPE FROM . t��on Sond l,or�r Bonom o� lo��.a� �� ` PER PUMPING CHAMBER -" � '. ... ' . � .�NGtN ,.,,�,.�..� �� o..,..�.�., c....u�_w F-8 � • � � � .:. . -;}: REOWOOD. CEDq� OR WATER TIGHT � LOCKABLE ELECTRIC BOX—� TREATED f'OST (4 x 4 minl ' PIUGS OR ELECTRIC CONNECTIONS 1 �^INSIDE BOX�C CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 6.SP� LOOP OF POWER CORD FOR MANHOLE COVER CHAINED 8� LOCKED SETT�EMENT SEALED MANNOLE RINGS .FINA GRADE � AT LEAST 12� �' �� BELOW GRADE WIRE FROM POWER SUPPIY PIPE IS IAID ON A UNIfORM SLOPE FROM . ,� p FOR PROPER ORAINBACK��7REATMENT MEA SEALED TANK COVER 1--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 ALARM fLOAT ON SEPARATE —" WEEP HOLE EIECTRICQL CIRCUIT NOTES� EIECTRICAL WIRE FROM POWER SUPPLY . S�RT_lE.YEl._9_— � _ MUST NOT RUN OVER ANY TANKS BUT -7 T ' MUST BE LAID BESIUE OTIIER TANKS �• � g".J f `� AND MUST BE PLACED IN CONDUIT ALONG POST _ $HUT-QEF�,EV�I�Q_ _ _ EIECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FlOAt CONTACT. �0� : Figure F-8 . METAL COVER ; �„ _.�;, � _J�_ �; � �'�. _k ! • �/. �' ^� '. �.V:�. .Y I •t�_., f; I . � . I ;, t I I ; f ( i �K`' ik-:>•-.:�_.. I I CONCRETE f,~' +i1s' I MANHOLE ! RING i METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY i Figurc C-14 I . . . � • � ,l ;.,.. 'VERTICAL SIDEVI�ALL SEPTIC T�NK -�� FINISHED GRADE -AT LEAST 6"TO 12" SOII AT LEAST 4" DIA. COVER 4� ��A•� � � AT LEAST I" Mirl IY AT LEAST I" . • � — j ,. . ,...:�:... ..... ,.... � .. . } . . � : —... -(t A DIMENSIONS FOR. TANKS WITH VERTICAL SIDES A WIDTN. W 24" MINIMUM —� IENGTH' L 2 TO 3 TIMES THE WIDTH B DIAMETER 60� MINIMUM ; ; � DEPTH. 0 30' MINIMUM• 79' MAXIMUM C � r —�-AT LEAST A —_, 0.2 0 . _ B 6�MINIMUMi_0.2 D MAXIMUM _ 6" 3� C o.4 0 •- _. .-----. --•—AT I.EAST 4 FEET--- -- —^ NOl E S: � ' /. SN��1NiY IECS Ai Lf ASi�INCIIES IN 01AMEIE(1 �. Aw+�if�l E OOvERS S�IALL t1F.lOGAIED W�IIIN�2 iNG�Es i. 1��Ef1E51WLUEONE0�1�.�0��EweaplES.20'1F.�3i IfT1iE1,WUKXEI3VAT11N61KNpESOf11KSUfYHf%E ' p1AKliS10N/VwlOCA1F01M1�INIfFEEtOFALLTNI�c 11EOOVENMI3I(�SECU[OIOMEVCNIACCGS4 - W��s '� 6. SC�f`WUl[JNUIStM10E0ETYYEENENDOfINLETf`Y`F.IWU �. M1��9'ECIION PY'E OF Ai 1EA41�WC�iE4 MMYEIEIi NENIEST f'OMII ON 6AfflE 6F1M11lE►101.ES4111AN i WC11ES OnAww10lE51wllREIOC/�1E0c7vE►1DO1HtIEuaET ��n�� N�ounL•ioCVKYs.tHEct:t+iFl�tw[ortir•r�s��tc�ia+ 6. F01111qtlZCN11ALCVU1fx1�CA1.1MIK801MCfIFK7NAI40.1:A f`H�@S St NLL 0@ 71�C RNd•A51 i IE CCN I_L'fl l WE fY 1ME ANO OU.�F.NSION C IS 0.]Sp. 0/J f LE OI'CN WOS O�l S/Ja I N I�1 CES.A 11 W 1p WS�'EC 1 qN � P�•F WSt f1E IOC�IkUBf IwCf.N i��E�iLEt M4�tx�IlEt DN fLE4. — �. . � . _� :. • � PENCIL AMftKS , .� , :•. �,1 ,• MANH• E y� �{ y - , ::�°•�. �, �i �, . :; � ':: INLET " SCUM�. ; _; OUTLET �, ,y �v;=�;OIITLET L.EVEI. ._�'x,.�.� .I .a' Y I: �.. ��.��'� � � � --'r�� — SCUM CLEAR SPACE — � �, CLEAN OuT TANK WMEN' k: — •• —— ____ -•. _ •�••: _ i �" 'b IS 3' OR LE55 OR _ i�� g '8'IS 12"OR LESS �` % :;�_ -- - :;:`* 1 Y� '�s;:::: �.'.��.• ' � :� .;•` BLACK COIAR w �'`�''"°�� '• SLUDGE is. � DISTINGUISNES SLUDGE s�'��:;:;:;�':•.;: . . . . ':; ', LAYF�R FROM LIOUID � h !•�•' i�• .... +. H i4+ � '�'�... :.S:i. ;y�� MEASURE SCUM AND SLUOGE ACCUMULATIONS t N THE SEPTIC TANK AT TIM CITY OF ORONO CALLED IN � 7 gi' INSPECTION NOTICE SCHEDULED 0 PERMIT N0. � � OMPLETED ADDRESS OWNER CONTR. �S . TELEPHONE NO. � DESCRIPTION /G/J7 � � 01 FOOTINO 11 MECHANICAL RI 18 EXCAW(iRADIN(i/FIWNO y 02 FRAMIN� 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS � 03 INSULATION 24l25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL B0. 12 WATER HOOK-UP 17 SITE INSPECTION Q = p5 FINAL 14 SEWER HOOK-UP O6 PROORESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEM�FINAL EPTIC IN 22 FOLLOW-UP = 09 PLUMBINO RI 23 INAL 35 HARD COVER REMOVAL v 10 PLUMBIN�FlNAL 28 CEDAR SHINGLES 36 FOUNDA ON REMOVAI Z OWNER/CONTRACTOR T ET YOU: YES NO � � COMMENTS: "' " � W � a � J ! i O a � O � W � Q � Z W � W � j d WORK SATtSFACTORY:PROCEED W� - PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOfl REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. L PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECT�ON REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor e: Inspector. White CopylMspector's File Canary Copy/Site Notke DATE TIME CITY OF ORONO CALLEO IN INSPECTION NO ICE SCHEDULED � PERMIT NO. G�� -i3�— CO PLETED ADDRESS Q OWNER CONTR. TELEPHONE N0. � DESCRIPTION � 07 FOOTINO 11 MECHANICAL RI 18 DCCAV/GRADINO/FIWN(i y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHOREIWETIANDS Q 031NSULATION 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 O6 PROGRESS ~ 07 DEMO—SiTE 27 SEP 21 COMPLAINT J � 07 DEM�FINAL SEP . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 28 CEDAR SHINGLES 38 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO YO • YES NO � COMMENTS: � l� �A' � W � � � J O � � O k W � Q � 2 W � W � j d _.WORK SATISFACTORY:PROCEED - PROJECT COMPLETE W � C CORRECT WORK&PROCEED C. ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r- pHOTO TAKEN INSPECTOR WILL RETURN `" ❑STOP ORDER POSTED.CALL�NSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlContractor Inspector. �� White Copyllnspector's File Canary CopylSite Notice DATE TJ�� CITY OF ORONO CALLED IN -�� INSPECTION NO .., / SCHEDULED ` � PERMIT NO. �v C MPLETED � � ADDRESS OWN ER CONTR. o TELEPHONE NO. � DESCRIPTION � � 01 FOOTINCi 11 MECHANICAL RI 18 D(CAV/GRADING/FIWNQ y 02 FRAMINO 13 MECHANICAL FlNAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 72 WATER HOOK-UP 17 SITE INSPECTION Q T OS FINAL 14 SEWER HOOK-UP O6 PROGRESS ~ 07 DEMQ—SITE 27 SE I T. 21 COMPLAINT v W 07 DEMO—FINAL SEPTIC INST 22 FOLLOW-UP = 09 PLUMBINQ RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINO FINAL 28 CEDAR SHINGLES 36 F UNDATION REMOVAL Z OWNER/CONTRACTOR TO M Y U: � O /� _ � COMMENTS: — �� 4 _ 'l � �/ j --- �l 0 a � 0 � W � Q � Z W � W � � � WORK SATISFACTORY:PROCEED � PROJECT COMPLETE W C-CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL REfURN ` ❑STOP ORDER POSTED.CALL INSPECTOR = CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspec 'on 24 hours in advance.473-7357 OwnerlContractor o '' Inspector. White Copyllnspector's File Canary CopylSite Notice DA E jl#�E� CITY OF ORONO CALLED IN ��x� INSPECTION NOTICE ��Q�SCHEDULED PERMIT NO. onnP��E�� ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION � � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATI N/REMOVAL Z OWNERICONTRACTOR TO YOU:_YES_ v�, COMMENTS: � � W -� c. � a` O a � � O � W � Q � Z W � W � � d W��ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN � CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next' s ti n 24 hours i a ance.473-7357 OwnerlContractor on Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TI CITY OF ORONO CALLED IN -�� INSPECTION NOTICE SCHEDULED ' PERMIT NO. MPLETED ADDRESS Y OWNER CONTR. TELEPHONE NO. � DESCRIPTION ly Oi FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti 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 MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPT STALL. 22 FOLLOW-UP = 09 PLUMBING RI EPTIC FINA 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: ` G � a — � ' 0 a � 0 � W � Q � z W � W k � d � ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT �CORRECTUNSAFECONDITIONWITHIN HOURS. L, pHOTOTAKEN INSPECTOR WILL RETURN �:,CITATION ISSUED ❑STOP ORDER POSTED.CALL�NSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cali for the next inspe tion 24 hours in advance.473-7357 OwnerlContractor e- Inspector. White Copylinspector's File Canary Copy/Site Notice