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Home My WebLink About1997-009559 - new septic system - � — � PERMIT ��'� OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 . Crystal Bay, Minnesota 55323 Permit Number: �,612) 473-7357 Date Issued: SITE ADDRESS: .._ .-�.��-y:-_�, . ;=,�`�:�,:=: DESCRIPTION: REMARKS: FEE SUMMARY: .:t.: �:{.:= ____�..___...__. -_ CONTRACTOR: . � ; ; , . OWNER: � I .._._ , . _ , . :. ., _ �. . � _ , .. : , � : . ,. _ si'•< _ _ � . . .�_ :.. . . '_ _ � _.. s ;,::_ . _s, ;g , � ._,. . �.� _ _'.' _ _ :s � !.: . . _. - . .. . I � / r`� j --�---- � AP�LICANT- TEE SIGNATURE � ISSUED BY:SIGNATURE � � CITY OF ORONO SEPTIC SYSTENI PERi�IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, N�Y 55323 JOB SITE ADDRESS: � Z S �u v��Y �/�S S Occupancy Type: Residential �� Commercial Other Permit Type: Netiv or Replacement System, $100.00 �� Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees ,� *See fee schedule for non-residential permit fees Owner's Name�o� ��s� - J�l`�"� �e.v. PhoneNumber: �5'O�`��1 Nlailing Address: City:C�J,., ,�� p�s�3�� Contractor's 1�Tame: �yr.�s -��5 PhoneNumber: y�y- ��6 z 11�Iailing Address: Z63 �'=`� s-� s��s� ��-�� City: 7-�P_, � '� DO 1\TOT NiAIi� PAYI�IENT WITH THIS APPLICATION GEYERAL �TSTRUCTIONS 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 Ciry Offices and work must not begin unless the permit card is on the job site. - ,;� � 2. Permits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance 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 installation prior to coverin�. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rou�h-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�MPCA Installer Certificate shall be present during inspections: A 24 hour notice is required for all inspections. � %► NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Q� 1. I have received a copy of the system design includin� the City of Orono . - Septic System Approval Cover Shee[. 2. I will be installin� the followin�: A. Tanks: ✓Precast Concrete Other Manufacture#�"�°`"'�"J Tank Capacities: 1) /3vv ?aI. 2) b � gal. 3)�_ gal. B. Pump Station (if required) Pump make & model G��la. w��S�� - (attach pump curve & literature); system design requires �_ gpm at Z 2 feet of head. Hi�h water alarm make & model (,��.e Iq,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. �ound Depth of rock below pipe " Rock bed dimensions ��'x f�" Drop Boxes Sand bed dimensions �(p 'x ld�' Distribution Box Pressure Dist. Pipe Diam. ��'z " Maniford Pipe Diam. 2_ " D. Final Cover/Topsoil to be: borrowed from site / �show location on site plan) � r/� trucked in The undersigned hereby applies to the City 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. SignatureofApplicant: Date: � �-- Z_� r�i �7 MPCA Certification No.: � Staff Review: Approv �� Denial � Reviewer: , 1�--�, r�a+P• /l�''��—�7 ` � O� = CITY OF ORONO �"�.��. �� O ; � �`'�';�,. SEPTIC SYSTEM A.PPROVAL � � Y of ORO�TO ��4�:, , �� 5�_ �.�t4�� ;. � c;, hh �,�''��' lbtun;c;pal otFices � �/ uF ��/_,�" �� •�4 ��h� � Post Office Box 66 � . L �f �l� C stal BaX Minnesota 5532.3-0066 �'kES :, l. � �� LOCATION: 425 Hunter Pass OWNER: GENERAI. CONTRACTOR: Jyland Dev. SEPTIC CONTRACTOR: SITE EVALUATOR: s—P Testing REPORT DATE: March 1, 1997 The City of Orono has Approved your on-site system design as of September 19, 19 9 7 (approved-disapproved) (date) with the following corrunents: 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. 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 tlie 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 areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. r� site copy will be available at the City Offices for the septic contractor. CITY OF N �� B y �».,.�..,,� ��. � ._--'" Stephen eckman, On-site Systems Manager TELEPI iONE-473-7357• FAX-473-0510 , r � ,, �7�P TEST/NG� �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 March 1, 1997 Jyland Development, Inc. Lot 4, Block 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 26" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 12.7 mpi. A pumping chamber will need to be instal{ed 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. 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 \ T Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc.) human waste &toilet tissue should be disposed 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 baeteria 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 1 � � i , ' � , /o� �' 3i-- �.e i° � � '�E- _ - �--- �- __ �__� - 5'��f - ----- -- - - ----— 9q3 S 993.� �11.v� --- � ------- . ----- ,n_ � 1 �.O�- / _ �-� � r � lu . _ �F-o'Pb�� Y�� `�� T� y' � -+ P*'1+�P�vl� � �qts rG " — _ ,; -o,+�_ s�e�� qe� �HA,-�,�se�_ / . � � / . - ��,q,.�-- _�ao'- —��1�� +�ooti � � ' ' �z�� i � �`,o = � � � �_/+� �,5 0 . �i�\ �o�� LJ - �� 9�� =1 �_"' _ _ � -�A�►KS �� ----- - -- - --- P, r-- —�9�� ,�� o.Y + �� , //, �.�� / �l4s0 y- �11 \ \ V "'� 9^�o n�, �� 9a+o.,, � �� .� ' ��V� � o�S'E: �W � �� _ ��. �•� �� i . � � �iw ;� , � � �� ,_ ,, � _ � � . � \ � T ' ' � � =� 99 9� �� +990.'� � /' � . P4�oYos�P � {� � . , + ,`= *�,� louo � W��.� � �� _� � q�i.`d � � � ��, `� � z � �� - j ! i � 98$ J� �� , [/)W � 3 N � �i� �� ' 95fi. ' . i y �i� �� .Q�� ,' � �tS c,� � \� \_� 1,_ ;:�. � �� a� _� � � :� �� I �� ,' ,�> ��-- �, ��=- � � . - _.---..._� c,,3� � � r j E_� I 9e� �,j �. ", �� —_ -._ - '-i�,S�- �~ �` �'� � %_ 4 �� C.) � a�c �ryj �loo�± �',` � -� ( A�� tll C` '�� y � I�'�'�? AL� }�^Eli�/`'� �q`-' '� O�� O� 98t� ; V �/+1 - " , `4 � �� w �✓Y � ��M� ` "`� �j `� °0 � �j1-�r� 'P'�a'Pb�b �Tw�G�T Pr'��H S '5��,�-� \ / �.`a� {"' i„� � �a � A�-�'�R Go�J-1 S�CY�1 cr'r)0�S. � V � �` x }\ +• ';I �, � �� U7 � ` Y3�f X,� Y ' � G r�� _ � � � £�,�, .;, � � , � �. �.� i, � �' � A s,_ �. ` � -,r-. �'"ri� 4-- . .� 5°' . . t�- �---- 1 ___ _ _ . �� ,, �� e 4 .s � � � � � �i _ , ; � � ,1� � �, � �� _, � � _ �:.r � � -�.v��.�So,a� s� ��(—� coF��.J _- _ _ _ '' �� _ � PR0?ERTY CF-.S`��,A o ��v. 1�.1C . � �1��6�� `NL . �Percolation Tests Scale= I - 50 �5oil Borings L-b-r `-1 '��nLL� � 1�vt�-\-« 4A�5 � �Benct: Mork �9..1 D�1 D M 1J . l�� . �O , Note= This system is to be constructed to meet _ �E��"��`�' the Minnesoia Pollufion Control Agency . Chapter 7080 & Local Ordinance S-PTEST/NG/NC.`, Note : Check all underground utilities �,q�d By: � o� �. ��^L , — Do'_ .�/�/�� H.6t2-497-3566 i-- � --- - '�- -- � - c1 ' - ` �••� J�� I IU/il {O�S/ �OC..Y- QGQ - � _ _ l_ � � � ..`(��7 � - oa - 3.5 ��"'�94 D 3'u Il.S �c1�+o ��:99�_` P�A� v��.�/ ---.�%-----— -3�O- SET- BACKS �--'— � 3/ '�" �—� � � HOUSE System must be� Tank �o� from property lines x- ��'��"'� �}}�f{�" w��` , -�u�� from wel!s w��,�o,.�-t ao from b:dgs. � w,�,�.v -��y;a ireotmen� areo =�frorn lokes, � s�eems NOTE�Power supply and swilches must be located in a Treaiment oreo ?n��!rom properly lines weothPr proof encbsw2 outside the pumping chamber ond manhole M�aceF�� m�T ��,/ �.�rom we'Is z� �rom b.Cgs. � ��'from irees SOIL 80R(nG ELEVATIONS I � :J L� i [ �t �I �min. THi9�!.-992.3 -(N`a� -�q1.1 . � , - ' a.' d�"su rnde�%TN.�o�L.-993.4 Tank � � 9 � Tonk �� a�� p�SSURE DISTRIBUTION MOUND SYSTEM Th �� E`.-�9�.L Orop to Tonk ! � �� TFi.��`L-01gD.L I � t��in. I"io 8� �p�m��9 TH.`�3 EL.- °��. Max.l�to4� � ��P 'f��S Sl��A�..�..oc�J Chamber ELE1/QTIOV a! PROPOSEO PllMPING .� �, C�iAYBE�- 969 •OLzc,T.�w,�95G4.d 4 l0 6 dia.pipe SYSTEM DESIGN -MOUND �e�. -rv� of ��.o��-i vo�.o �� tow�sTtti.ov�. -991.. U TYpE-=� �. BEOft00M , Ave�c�ge percolation rote.L��min./inch (design.83sq.ft heatment orea pergal.of doily sewage flaw) �o gd./day x.83sq.ft/gd..de�3 sq.ft.of heatmeM oreo +10%=5.��sq.ft. (.= 10fi,width=�`�.ft.lenqlh of bed area+side slope run�to 1 x.�2 heigtt= .�.Q_ftx2�ft.lawn•aea needed) qean rock needed- !e$.y sq.ft.heatment area z �.o s depth of rock�.L4�.cu.ft=27=�.1_a.yds,(3/4��10 21/��dp. ,incc�udes 2��of rock above pipe) � � �� Geon sond fill below rock needed.�1Q_a.yds. opprox. , sandy bam back fi11 a�.a.yds.oppcax., topsoil 6 ��.cu.yd. ��1�• SA�r o��t-t � ),'� I W AStt��O �r�C.QC�t��1J�_."CO Aop ��°lc 'C0 'TOP 5o)L EoF .1�4Z�c.��LA�'SSR.P�_�1Z-t�o) N�xnber of tonks required�_, Ist tonkl.��gol. ,2nd ionk oo gol.minirrxms FW s P�-1m P�N u 4�rt►mp�Q-- ( Pumping chomber capacity- 25`/a of daity sewage fbw of�Ssz gal.=1��gal.+reserve s7ange of 15 0 yz�1/B�.2Ss2_gol.+pipe bodc dronoge— , PROPERTY C�= Iof1.4Lgol./IOOlin.ft.of�rd'a.svpply pipe, Iin.ft.needed�SZ, ��-S2_gal.f manifo!d�gd./1001'utftof�"dia.pipe,I'nftneeded2 , Z cpl. u � . total copacity needed3�_gal.(plus area for pump) uSE. Tr„n. �, D gql.caP. 1 �istribuiion pipe ��d�o. , 1�_�in.fk, ��3�dio. perforotions�_��oport ( ^ Pump s¢e�hp. (pumpable copocity�gol. 4 c�cles/doy) JJ��o aa � H�Po PR.��s �.�,5��3F�'�� 39 q� tr+, �, S-P TEST/N� /NCj � Nole� When corlslruc��ng bed - , tnis oreo shoutd be shaped Noie- �istonce trom treotment orea io ne�qhbo�inq r�lls— � pes�gned 9y� � `'` """"" � .� to diveri run-of( from entering treotment orea. ��'�- �� 1tl �� ' PH_ 612-�97-3566 , Oo�e�3�3..��2 � i , MOUND DESIGN WORKSHEET (For Flows up to I200 gpd) , � A. FLOW � Estir++ned Seaa6e F1o.v in Gallons pa Day(gp� Estimated 7 tn �C� N o(� 'fype I 'Iype II 'Iype!12 'Iype IV or measured - x 1.5= - gpd• �� s aoo iis �so � 3 450 300 218 •� B. SEPTIC TANK LIQUID VOLLTMES � + 6°° 3�s z�s� •� s �so .so sv� : 6 90o su 332 � ►_ ��Sn � i-�ovo g ons �� 7 1Q50 600 370 8 1200 675 408 C. SOIIS (refer to site evaluation) N„�� '�..r.. �.r. 1. Depth fio restricting layer= i�s�_;.�y,�* a�inches "��;a� B °� �,,,�, ;;�,, 2. Depth of percolation tests = � a.'' inches `'"'' `'�``' 3. Percolation rate �2.� mpi 2s,�'� ;� ;�,'�'� 4. Land slope 3 % s«b i.soo z.�so �a a zaoo s.000 wer 9 See fiy C-6 (x 1 S) D. ROCK LAYER DIlv�TSIONS 1. Multiply flow rate by 0.83 to obtain required area o�rocic layer:A x 0.83 = , �So • gpdx 0.83 sq.ft./gpd = c�a� sq. ft:►��o��" 2 Select width of rock layer(10 feet or less) = i o ft. 3. Length of rock layer=azea+width= R�g� s ft.+ ft. ft. ,.�.,.,.,.,.,.ti...�..�.,., L4S 4 q� � �� hf•IN•r J.t.1•��f�S�r•�'ir S t• �.�•�•ti•�•�•ti•ti•�.ti.ti•ti.ti•�•�.ti•ti M��I�r�I�t�r•r/�IMMM�r�t� ,.,.�.ti..•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti idth 510 ft. r•r.r•r•r•ar•�•r r•r•r•rf•r•r• �•�•�•�•�•ti•ti•ti•ti•ti•�•ti.ti•ti.�.�.ti •r•r•r•r•r.r•�•r•r•r•�•�•r•r•r•r• . E. ROCK VOLUME ~- �'�' -� 1. Multiply rock area by rock depth to get cubic feet of rock; �� L�sN sq.ft. x .l oS ft. _�cu. ft. 2. Divide cu.ft.by 27 cu.ft:/cu. yd. to get cubic yards; ,�cu.ft. y 27=�2 cu. yd. 3. Multiply.cubic yazds by 1.4 to get weight of rock in tons; ,�cu.yd.x 1.4 ton/cu.yd. _�_tons. F. A�J�R�IDN�D� G l.l}v( l.0 Av✓1 Ab 'on NSdth 5iun Lbk 1. Percolation rate in top 12 inches of soil is ►2,� mpi ��a,��,w,� �-r ��• ��m�;,,�, Soil'Texture �,q°„��', �,°td Iw •b.wyas� Mdf� 2. Select allowable soil loading rate from table; Faster than 0.1 oa�sana 1�o l.00 d/ft� 0.1 to5 Sand 1.20 1.00 ,y� � 01 to 5 Fne Sand" 0.60 2.00 6 to 15 ndy Loam 0.79 1 S2 3. Calculate adso rion width ratio b dividin rock la er �6 co 30 1.0�, o.� 2.� rP � Y 8 Y si co as s�ic�m o.s� 2•�w loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �� 1.0�► o.as 2.6� 1.20 gpd/ft�y ,K s �d/�_ �.L'1 Slowerthan 120 CIaY 0.24 5.00 "Shc}+�vie+6 50lG or more d fine or vey fiae�and 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; a•�-� x�_ft= a�•� ft ' ` G. DOWNSLOPE I��WIDTH 1. If landslope is�6 �more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe �,�,�ft-_L ft =, �') _feet 2. Calculate Minimum�mound size based on geometery: a. Deteraiine depth of clean sand fill at upslope edge of rock layer: Separation �• s' feet b. Multiply rock layer width by landslope � roo�>co�•� to determine drop in elevation; � reot ao .a SlopeDifference s�oeret�on �• t��t �U X�_%y 100 =�_feet SIOD• Dffterenee ��_ ei UOslope W1Ct� �. Add depth of clean sand for separation (2a) J-�--t�et RocK eea wiatn at upslope edge,depth of rock layer(1 foot) to depth of 1SZ_�eet Oownslope wtatn cover (1 foot) to find the mound height at the upslope edge -�-- �eet of rock layer; ).S fk+ lft+ lft= �,� 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• $ x 3•S� _�� 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•� feet g. Enter table with landslo.pe and downslope dike ratio. Select dike multiplier of 4 .Sy h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3•� x y.sy = i� feet i. Compare the values of step G.1 and St�p G.2h Select the greater of the two values as the downslope dike width; _ �_ 17 feet ,;:: - . ,UO410D�W10t11;:� � j. Total mound width is the sum of . ��:� -�-�••� ��: :::<;;:�.:;.>::<.;�.;�:.::.:::.::::::. ... ........>..... ...... . upslope dike (G.2e)width plus rock goek e�a w�ain :<::;.;>: .; .; /o x�e�rat layer width (D.2�P111$ o uDs�� .�,t n _ uos_ ��,� e'e downslope dike width(G.2i); J i ' o ' 0 - � ..:......:.... ..:. + + ft - feet � ft � ;:::::::>:..;::>:;:;:;::<::;,::: J� J� 1.2_ �_ :::<..::::;;; . ............ 4D :::~�oowni"oo��'w'iein k. Total mound len is the sum of =��>��_ � sii'>•:>.::::;;`; �ro�t �::>r.::.�::.:•:. �. ,. ',+.•,'.':6'ir:i�S::<t::i::%::`.:v;,:}::?i:$.G'�'::�:.,v.. ;.:.. ..�:•...:..n:.:..:.::.: : 5.':?.:,•o.•':•'•:f:Lr:::a:o>;:sio,t•.,•.,'�;n::••••:•�•�r.'?:.;{;•:,:<::i:;`.';:i::;;;3�;::�. u slo dike width(G.2e) lus rock la er ` P Pe P Y ..:s.r><.<.::.::;�:::::;::>:: ....:......::.::.:.::.:........... .:...:.. :�>:<:;::»::;>;:;>:>;::>;:::.::<:;.<<�.:: :�>€:'k�':::�>�:...�<.:....:.:..��:::.::..:.:....... . ...:...,:�..::::.�.,>:...<�:::::::::.. ::�::<........ .. .... .:.:....... ::.;:»»;>;::: ..<:>:..::., ..<..::. dike width G.2e • :::;>::»::°::<�::::::<<:::>�:;::::<:;`,<>,..,:.:.:. length(D.3)plus upslope ( ), '� ....:A::;:.; .....::>::.:: .... <> �� :<<:�:::::.>:.: >:•::• :t:•<'f':..;;> ;{r.,;.;.,. •"y w>!'k''i'+'r'�rs' 13 ft+ �� ft+�_ft = �� feet "��' ' :..�:.::::,........ ...:::::: ..: ,::::><;;>:;:::::::.:....:....:....:.::::::.�::<fi:`?ir<i>;E:::: i7 + c � + � � /oa - ` Totel l�nptn r►n ope ps ope �:i �i sa �i �:� 3:i +:� s:i �� :� e:i x 0 3A l0 5A GO 7.0 3.0 4.0 5.0 6.0 7.0 8A 1 3A9 L17 S.Z6 636 753 291 3.85 4.96 5.66 654 7.�1 2 3d9 � 556 G82 6.1� 2.D3 3.90 �51 536 6.1� 6.90 �___ . __�30_ 521 ]32 __ a.l6 275 435 S.OB 5.79 6A5 � 3A1 L7i 6,75 7.e9 -9:T1-_ __26d . .�5 4.17 a.et 5.16 6.06 5 359 S.OD 6.67 657 IO.TI 261 333 t.00 �.62 5.19 5.71 6 3.66 S.?b 9.14 93b 12.07 25� 313 3.85 t41 4.93 S.t] 7 3.� 5.56 7.69 1031 13TJ 2t8 3.12 3.70 �2i l70 5.13 B 3.95 S21 !37 tlSl 15.91 2�2 �.(D 3S! �.� �.19 �98 9 t.11 675 9A9 13.Ot 1&92 236 29/ 3.15 3.90 1.30 �.65 !0 t29 6.67 IOA 15.00 1337 231 28G 333 3.75 4.12 4M 11 4A6 7.11 il.l1 17.65 30.�3 2.7b 276 313 7.61 3.95 426 12 1.69 7,69 1250 21.43 43.95 221 270 3.12 3.49 3.80 4.08 ' � F-17 PUMP SELECTION PROCEDURfi E1D PERFORA710N Of 4 PERFORATED LATERAL A. Determine pump capacity: ��« Gravity Distribudon ,.,..,' , ��I,�'p„ 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of - . �q�v,,�..N„�.F,e,k,,,,�.. �+t..amr sana�aNr YrA c•• water use rate. ' ��.�,�,�..;'°'`°""° 2. Maximum suggested for delivery to a drop box of a home system is 2,700 , �+��^p��^�«,_^^�^��, Mro coo w� �o gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,.,;�„„ w-u�.,.� �:��a Eao. �e er n«k w•, . �.. �. �PvfererNn lewuA a� Pressure Distibution ��•.• �""^"u'•"' 3.a. Select number of perforated laterals 3 or�N�s.0►..OrM svUw b. Select perforation spacing=�_ eet ,.,..,,.�,,,5.,,,,,.„, c. Subtra 2 ft from the rock layer length. �-�-2 ft._��fee� d. Deternune the number of spaces between perforations. L,ength �ecf.Sp3C1I1g=��ft.+�ft.=33_spaces Required Perfonaon D�sch e e. �y,spaces+1=�perforations/lateral ��uo�p�r�+�+�te�p�{ f. Multiply perforations per lateral by number of laterals to ��3 z�o�� Be �2 m,��,,, � md� get total number of perforations.� x �, �Q,,_�perforations. �� g� �" X�''�-�gP� 1.Oa 0.56 0.74 SELECT'ED PUMP CAPACTTY��gpm 2.�b �.8� 1.�4 B.Determine head requirements: a.Use for single family homes l. Elevation difference between pump and point of discharge. b.Use for all other applications �O 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��8� Read friction loss in feet per 100 feet from table. poinc oE D��ha�ge F.L._ �,l. ft./100 ft of pipe T55 y b. Determine total pipe length from pump to discharge Elcvation Differencel point. Add 25 percent to pipe length for fitting p�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 Y� $ �m Friaion lan pa 100 ft of pipe friction loss in k/100 k by equivalent pipe length. Total friction loss= x �, +100= Eeet 10 0.69 0.20 �• � -2�� 12 0.96 0.28 4. Total head required is the sum of elevation difference, 1a 1.28 0.38 special head requirnments,and total fricdon loss. 16 1.63 o.a8 18 2.03 0.60 20 2.47 0.73 0.11 �_+ _� +�_ 25 3J3 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 ?OTAL HEAD a 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.bo o.a2 1. A pump must be selected to deliver at least �_gpm (Step A) with at least ��,feet of total head (Step B). , �7-P TEST/NG� �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 4, Block 1 Hunter Pass Orono, Henn. Co., MN Borings completed on 2-27-97, with a hand bucket auger. BORING NUMBER 19- Elev.992.3 - MOTTLED SOIL AT 2'2" - standing water was present in the boring at 3'8", 22-112 hours after the boring. 0 - 18" Topsoil dark brown loam 10YR 3/2 18" - 26" Brown clay loam 10YR 5/4 26" - 42" Rusty brown clay loam 10YR 5/6 - mottles 6/6 42" - 54" Rusty brown loam 10YR 5/6 - mottles 6/8,7/1 54" - 60" Rusty gray brown clay loam 2.5Y 6/3 - mottles 7/8,6/1 BORING NUMBER 20- Elev.993.4 - MOTTLED SOIL AT 2' - standing water was present in the boring at 3'1", 22-1/2 hours after the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 24" Brown clay loam 10YR 5/4 24" - 36" Rusty brown clay loam 10YR 5/6 - mottles 6/6 36" - 42" Rusty gray brown loamy medium sand 10YR 6/3 - mottles 6/8,7/1 42" - 60" Rusty brown loam 10YR 6/4 - mottles 6/8,7/1 BORING NUMBER 21- Elev.992.6 - MOTTLED SOIL AT 1-1/2' - No standing water present in boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 18" Brown clay loam 10YR 5/4 18" - 34" Rusty brown coarse sandy clay loam 10YR 6/4 - mottles 6/8 34" - 60" Rusty brown loam 10YR 6/4 - mottles 6/8,7/1 � „ , Lot4,Blk.1, Hunter Pass soil borings cont'd. BORING NUMBER 22- EIev.990.6 - MOTTLED SOIL AT 1'10" - standing water was present in the boring at 3'1", 22-1/2 hours after the boring. 0 - 16" Topsoil dark brown loam 10YR 3/2 16" - 22" Brown clay loam 10YR 5/4 22" - 42" Rusty brown Gay loam 10YR 5/6 - mottles 6/6,7/1 42" - 60" Rusty brown loam 10YR 6/4 - mottles 6/8,7/1 BORING NUMBER 23- Elev.991.8 - MOTTLED SOIL AT 1'10" - No standing water present in the boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 22" Brown clay loam 10YR 5/4 22" - 36" Rusty brown clay loam 10YR 5/6 - mottles 6/6,7/1 36" - 60" Rusty brown loam 10YR 5/6 - mottles 6/8,7/1 @ORING NUMBER 24- Elev.991.1 - MOTTLED SOIL AT 2'2" - standing water was present in the boring at 2'10", 22-1/2 hours after the boring. 0 - 18" Topsoil dark brown loam 10YR 3/2 18" - 26" Brown clay loam 10YR 5/4 26" - 48" Rusty brown clay loam 10YR 5/6 - mottles 6/8,7/1 48" - 60" Rusty brown loam 10YR 5/6 - mottles 618,7/1 2 CERTIFICATION N0.627 STA;T,E LICENSE N0.394 PERCOLATION TEST DATA S�IEET Percolation test readings made by S-P Testing,Inc. on 2-27-97 starting at 11:14am• Test hole location Jvland Dev.,Lot4,B1k1.Hunter Passw Orono. Test hole number 1Q. Date test hole was prepared 2-26-97. Depth of hole bottom 1�inches. Diameter of hole�inches. SOIL.DATA FROM'�EST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is 1�g. Depth of gravel in bottom of hole is 2 inches. Date and how of initial water filling 2-26-97, 1:30pm. 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�igh4g. 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 11:01 refill 6 11:14 11:44 6 2-3/8 12.6 30 min 11:55 12:25 6 2-1/4 13.3 30 min 12:26 12:56 6 2-3/16 13.7 30 min ------� Percolation rate=1�,Z�ninutes per inch. CERTIFICA�'ION N0.627 STATE LICENSE N0.394 , PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 2-27-97 starting at 11:15am• Test hole location,]_yland Dev., .nt4,Blk.1,Hunter Pass,Orono. Test hole number?�Q. Date test hole was prepared?c1,6_97• Depth of hole bottom 1Z.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 1�iif�. Depth of gravel in bottom of hole is � inches. Date and hour of initial water filling 2-26-97. 1:30pm. 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 11:01 refill 6 11:15 11:45 6 2-5/16 13 30 min 11:54 12:24 6 2-5/16 13 30 min 12:27 12:57 6 2-5/16 13 30 min Percolation rate=1�,9�ninutes per inch. CERTIFICATION N0.627 STA;T��.ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by�-P Testing,.jg�,.on 2-27-97 starting at 11:16am• Test hole location,�vland Dev,.�t�},Blk,l,HLnter Pass,Orono. Test hole number�1, Date test hole was prepazed 2_26_97• Depth of hole bottom 1Z_inches. Diameter of hole�inches. SOII,DATA FROM TEST HOLE DEPTH,fNCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is]�tifg. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-26-91„ 1:30pm. Depth of initial water filling is 1Z, 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�. 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 11:01 refill 6 _ 11:16 11:46 6 2-3/8 12.6 30 min 11:53 12:23 6 2-1/4 13.3 30 min 12:28 12:58 6 2-1/4 13.3 30 min Percolation rate=1�Lzninutes per inch. CERTIFICATION N0.627 STA,T,E�.ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 2-27-97 starting at 11:17am• Test hole location Jvland Dev.}Lot4,�1,Hunter Pass,Orono. Test hole number?,Z.. Date test hole was prepared�-2G-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 kpifg. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-26-97, 1:30,�. Depth of initial water filling is 1Z_in�h�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, I Time Time interval min inches inches minutes r inch Remarks 11:01 refill 6 _______, � 11:17 11:47 6 2-11/16 11.2 30 min �' — --------� 11:52 12:22 6 2-5/8 11.4 30 min � 12:29 12:59 6 2-9/16 11.7 30 min I Percolation rate=1L4�ninutes per inch. CERTIFICATION N0.627 STATE�,ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing.Inc.on 2-?,6-9'7 starting at ll:lgam• Test hole location,�yland Dev..Lot4,Blk.1.Hunter Pass,Orono. Test hole number?�. Date test hole was prepared 2-26-9Z. Depth of hole bottom 1Z.inches. Diameter of hole�inches. �OIL.DATA FROM TEST HOL•� 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 how of initial water filling 2-26-921:30�m. 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 siphon. 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 11:01 refili 6 _ __� 11:18 11:48 6 1-11/16 17.8 30 min �I — -----j 11:51 12:21 6 1-5/8 18.5 30 min__j 12:30 1:00 6 1-5/8 18.5 30 min ____� i —� Percolation rate=1$�xninutes per inch. CER�"IFICATION N0.627 STt�.'�'E LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 2-27-91 starting at 11:19am• Test hole location,�yland Dev.,Lot 4, Ik.l,Hunter Pass,Orono. Test hole number Z4, Date test hole was prepared�_26_97• Depth of hole bottom�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 2-26-97� 1 s3(l�, Depth of initial water filling is 1�.i�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 11:01 refifl 6 11:19 11:49 6 4-9/16 6.6 30 min 11:50 12:20 6 4-3/8 6.9 30 min 12:31 1:01 6 4-1/4 7.1 30 min Percolation rate=�zninutes per inch. PERFORATEO IOAMY SANO CAP_ LATERQ(.S �Q�R OABG�E�CTEXTII.E pERFORATEO 6ATERPI .�'~,`1`�".� � GRA55 COVER 6 INCHES SANDY �onrn soi� � ; '"_•�� "� �" '^-��;:i:•��'� 70PSOIl. « � � • , iJ� � •j� • !?:�„•;•' CLEAN SAND FILL • .: �� •�• / ' �." MAXIMUM SLOPE� � � : i. ;i'��. 3 TO 1 LAYER OF GEOTEXTIIE �..sL' � . �r� EAN ROCK '4' FABRiC OR 4 INCHES OF ' '� ' ' ;;. ,y.�y� � ;�� To�� v�oweo oR �• �� 2'�r INCHES HAY COVERE� BY •I ! , j� �� oiSKEo SURFACE i s�o BUILOING PAPER .�:�� ' ,��/ / z�• � ueso�� • i •��'' � . 1�/ OR 2� ,.:��'" ,, f�, ;, � � y CRO55 SEC T I O N A-A PIPE �ROM PUMP—� •�:�,�_: ' ' ��i�� 1' / '� .1�,' �/� �y ' .� /i � �;•� /� , f P�PE FROM ��._Z�� . �� / l ; �� PUMPING CHAMBER CL�AN F�OCK ��''�~. �,y/•'� � ..M�i' � OIVERStON FOR . •.:: '%' ' ,�� ./;� � � J� SURFACE WATER � 6' TOPSOIL� .' /�I• �� o � ` �� ,:, .� ,: %/ � _ ..� .•��.• � '`J :,r . �r�- — -� -....;, tw=��-- ., �` , t� ,:/� 3 ��,.�-�` I � I� ��'��..�'r, / r � � PERFORATE� : � � ' � -�-�:,.� .�� `9" ��i MQx I = L'ATERALS ' ; : I - . •/ �� '`,�.`. ,�i 2,H'• ..�•%':'�� - , � ' � ` • S� � :;!";:::�•.: l,�''+�;; I � � Cl �p ._. � � � ` �. ;,.- •,•�•,..;:. . � : ; (I Ea ' •� ` . `.� �t ::►.;k:;;: � � ; J� f•.. I \1'•,.A�, I � _ SANO F�� e�� Q . 16•• ;�i��.i�:• 8ED AREA. I � ; , I Z : RpkEry YER :�,,,`''�;>': • - � �--- �� ._ UP '�•��..'_ .' �,•. �-��. . ; � •- N �'� '�• � ; . ; I o BaR qTURa .'"::.�.,. A - � � , W � m .' a RIER �l ,e:%r.=- I : x ; z ; _ 4YR _ _ ( ; z ; � ; � - � � I LQYOUT OF PERFORATEO PIPE LATERALS FOF2 �NCHE � ; �+� � INCHE �-. PRESSURE OISTRIBUTION IN MOUND -- � ' ; � I � '_I � �-'- - -' DIKE�� FEET�_p�KE �PERfORATEO PlASTIC PIPE . MAX. TOTA� WIDTH �lNG � �PERfORAT10N�5PACED 36� P f Af/pN S�A • I ' � 1 ON CENTER. RFORATION RfOR END 5�2E MAY BE /�c;'hi, j6• iS PLAN VIEW VIEW OR '/i. _ _.- ---__ --- 2�MANIFOLO � ENp pERFO(tAT10N OF A PERFORATED LATERA� PIPE — Grou Cover PERFORATIONS ON BOTTOM OF � PLASTIC PIPE ,, T'°'�w i�i QO•. �`'� ��ri_� .;�.:,. . .... s �' � ,LOY�.�Ntlil�FoWic (a/four- =a .� L�orwy SeM Lsyv 'Mch Mp w�wo.cw..•e / '_+IALTERNATE LOCATION ' ' wit�n �Wn yopn) o�viPE FRpM PUMP) � Wrla lion OriIIeJ Herlionial�y // � • •• ,�Inlo G p Wx Tep •��/i Plw ,�, M l�o�l 12'�o Edp� END CAP 90� / Ra� a •Id Ra i . . • ol Rock Loy�r E ��.:. C Lpr -v«Iwauau lnco�.a o� 1L� Bolfaw ol Lel�rol �� F�RA 2'PIVE fROM . C��on s�a �y.. �%� ^` pER PUMPING CHAMBER ` W � ,.�r.fN _. . . _ .. _ _ � F-8 . � • . . . .. ; REOWOOD, CEDqF� OR WATER TIGHT � LOCKABIE ELECTRIC BOX—� TREATED (�OST (4 x 4 min) ' PIUGS OR ELECTRIC CONNEC710NS---- /"ALL �L€CTRIC CONNECTIONS MADE 2' PVC CONDUIT SCHEDULE 80 � INSID nOX MANHOLE COVER CHAINEO 9� LOCKEO 6�SP� SETTLEMPEN�T/ER CORD FOR SEALED MANHOLE RINGS •FINA GRADE � AT LEAST 12' ' �� BEIOW GRADE WIRE FROM POWER SUPPLY PIPE IS I.AID ON A UNIFORM SLOPE FROM • ,� . FOR PROPER NORAINBACK��7REATMENT AREA SEALED TANK COVER �–IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR ORAINBACK, PLASTIC ROPE OR CHAIN A �/4 INCN WEEP HOLE MUST DE USED WITN ANCHOR-----�� —yyEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT NOTES� EIECTRICAL WIRE FROM POWER SUPPLY , S�f�T_�V�9__ � _ MUST NOT RUN OVER ANY TANKS BUT -7 r " MUST BE LAID BESIOE OTIIER TANKS •. g�.J � `� AND MUST 8E PLACED IN CONDUIT AIONG POST _ $yUT-OEF_j.,EV�I�Q_ _ _ ELECTRICAL CORDS FROM PUMP ANO FLOATS MU57 BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAt CONTACT. �� : Figure F-8 METAL COVER . �.. _.r;, .� _�.. �; � �Y�. _k 19.� '' �`' ,, � �_v:,...� i .�_,. r: � . � , ;, � � � � v ` � � � i .�ib::)_:.;f_�.: . ly'%"� � � I MAN 0 E �. i 3y � RING ; METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHO(�IZED ENTRY Figure C-14 � � . . r � • " ��..� , � �:. �.:: .. . `�VERTICAL S1DEI�ALL SEPTIC T�NK -�� FINISHED GRADE -AT LEAST 6"TO 12" SOIL AT LEAST 4' OIA. COVER 4� DIA.� � AT LEAST I" ' � AT LEAST I" Mlt�l I— �,.;.:�,... � � ., �:. ;�...,. �''. —� T � A DIMENSIONS FOR, TANKS WITH VERTICAL SIDES A ' WIDTH. W 24' MINIMUM IENGTH' L 2 TO 3�IMES THE WI�TH B DIAIJIETER 60� MINIMUM : , � DEPTH. D 30' MiN�MUM: 79" MAXIMUM C � r - -AT LEAST A_—_- 0.2 0 _ 8 6�MINIMUMi_O 2 D MAXIMUM _ 6" 3� C o.4 0 -� ----_.. _.--AT LEl1ST 4 FEET--- - —� Npl E S: � ' 1. S/W�IARYIECSATIfAST�INCIIESIN01�b�Elf.f1 �. AWIIKMECOVERSS�MlL11F.lOCASEDWti11M1121NG1E3. 2. 11�E�1ES�WLUCONEW1�.�p�Ewu�plES.2o'lF.ASi �iEOOvfiii.uStOESECU[D7�OMtEVLaT,ACCC qACE �tu,K�iSpM NND tOC�I FO�+n I�IN 6 f EE i Of ALl T NIK WAltS. " 6. S@f`MAIUNUISIMICE0�1MiEENENDOfN0.ETf`IPF.ANU �. NIef9'ECIIONfY'EOFATIEASt�WI:��E3MAMf:tER NEAf1EST("Or�IONMfflE6F1ALL1�►qIESStIW1iwCI�S 0f1A1�MNI0lE5�NllNEIOCalE0c7VfJ1D�1Nt1�EwlEi onr+o►na�nw+uwa�a Nx>aunL•ioGwc[s.��c¢r+i��w[of�ir:r�s��eciia� 6. F0111101tl2UNIAlCYl�lfXbCN.lANKSD�i.�GrISKk�A14o.t50 �H'CSSINLLOC71�[RMfA41�lECCNILt11.WEf]f�ME ANDOIMF.NS�ONC140.]5I1. � ON FLE O�'CNMICS hc S�W�I NiY 1 CES.A 11 W 1D W51'EC 1 qN � p�`F WSl 11E IOCAIbU�IVvCf.N rirt NLEI Mrlt[riIIIET av r�s. — ;. . . . . . .:. • � PENCIL MARKS , .� , :•. . � • � t •_• ,' 20 ri ` yY. ' tK,ANH E •'. `�`' � � - �e ;: • :: If�ET '' SCUM ; ;� pUTLET 9„ ,y 's•*r-��OUTLET LEVEL �-'� .�` Y S`• —•• --•- — __'r� �r. . _.__ SCUM CLEAR SPACE" � � t, CI.EAN OUT 7ANK Wf�EN' N: � __-- _.. _�••c• _ i �' 7�IS 3' OR L.ESS OR _ +'� g B IS 12 OR LESS � � :i" ' . :�:t* 1 Y� ;�/ '••;;::;..::�: , . . ._� . . • :;: .;; BIACK COLAR �rr ��,;,.::;:::'; •', �� DISTINGUISHES SLUDGE SLUDGE T'�:��;i::•=�+;..�: . . . .. ;�; '� IAY� FROM I.IQUID �: ;• .•.: ..., e i.;:+ ' •!'tr ;S:�' :i`. MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK DAT �I CITY OF ORONO CALLED IN �1� INSPECTION NOTICE SCHEDULED / ��_ PERMIT N0. S`� OMPLETEp� � >> ADDRESS � OWNER CONTR. TELEPHONE NO. � DESCRIPTION � Ot FOOTINQ 11 MECHANI RI 18IXCAV/CiRADINQJFIWNO �Q 02 FRAMING 13 MECHANICAL FlNAL 19 LAI�SHOREJWETLANDS Q 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 E` 07 DEMO—SITE 27 SEPTIC MAi 21 COMPLAINT v W 07 DEMO—FINAL 15 SEPTIC INS ALL. 22 FOLLOW-UP 2 09 PLUMBINQ RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL v 10 PLUMBIN�FINAL 28 CEDAR SHINGLES 36 F UNDATION REMOVAL � OWNER/CONTRACTOR TO MEET Y N � COMMENT : � � L', H � / a j � O � � O � W � Q ti Z W � W � � d � WORK SATISFACTORY:PROCEED - PROJECT COMPLETE � C CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W � Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR '= CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContract Inspector. White Copyllnspector's File Canary CopylSite Notice DATE =ie��yl�p�a CITY OF ORONO CALLED IN � �`t� f�.�— INSPECTION NOTICE SCHEDULED (� PERMIT NO. COMP ETED � ADDRESS OWNER CONTR. • TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 DCCAV/GRADINO/FILLINQ y 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHOREIWETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 THEE 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 T. 21 COMPWNT J � 07 DEMO—FINAL C INST 22 FOLLOW-UP = 09 PLUMBINQ RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL 28 CEDAR SHINGLES FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO YpU: ✓ / � COMMENTS: � � 7 a /�1A' �- , j � �' O a � O � W � Q � Z W � W � � d ORK SATISFACTORY:PROCEED W� - PROJECT COMPLETE W C CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. r- pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR '-CITATION ISSUEO ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73rJ7 OwnerlContractor Inspector. White Copyllnspector's File Canary CopylSite Notice DAT� IME CITY OF ORONO CALLED IN ' INSPECTION NOTICE SCHEDULED ' PERMIT NO. � r1 OMPLETED � ADDRESS S.S_ OWNER CONTR. ,� TELEPHONE NO. � DESCRIPTION ��I/�l � 01 FOOTIN� 11 MECHANICAL RI 18 D(CAV/f3RADINt3/FIWNQ y 02 FRAMINO 13 MECHANICAL FINAL 19 IAI�SHOREIWETLANDS Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = p5 FlNAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEM�SITE 27 SEPTIC M 21 COMPLAINT J W 07 DEM�-FINAL C INST 22 FOLLOW-UP = 09 PLUMBINO RI 23 C FINAL 35 HARD COVER REMOVAL v 10 PLUMBINQ FINAL 2$CEDAR SHINGLES 36 FOUNDATION REMOVAI Z OWNER/CONTRACTOR TO MEET Y : YES NO � J � COMMENTS: — /�/ � �� 7 � a j � 0 � � 0 � W � Q � Z W � W � � d WORK SATISFACTORY:PROCEED = PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOYERING y PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ` pHOTO TAKEN INSPECTOR WILL REfURN ❑STOPORDER POSTED.CALL INSPECTOR ==�CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContractor ' Inspector: White Copyll�spector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO ; �`� CALLED IN _ ��i"%�_% ` � ''= ��/� INSPECTION NOTICE �'�j scHE�u�E� � -�<. � • � ��c- <<%J) PERMIT N0. � COMPLETED � �� ADDRESS ��.T�,.�-�<< �::..�r i..> f,:•� .�.�- OWNER �-f�<: . CONTR. ��c t �E .. �,�(� TELEPHON NO: / /•__� '% %�% � � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 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 Q OWNERICONTRACTOR TO M ET YOU:_YES NO c�,� COMMENTS: "� ��if '' ."' � c� w — � � � �_ e- �'� 0 � � 0 � w � Q � z w � w � j d i��WORK SATISFACTORY:PROCEED �PROJECT COMPLETE W � [7 CORRECT WORK&PROCEED I- ISSUE CERTIFICATE OF OCCUPANCY W O C! CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT CORRECTUNSAFECONDITIONWITHIN HOURS. _ pHOTOTAKEN INSPECTOR WILL RETURN STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor' ite: " inspector. White Copyllnspector's File Canary CopylSite Notice