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Home My WebLink About1998-010304 - new septic PERMIT �.�Y OF ORONO PERMIT TYPE: � .. . ' 0 Kelley Parkway- P.O. Box 66 ;=u;�:L` ' �rystal Bay, Minnesota 55323 Permit Number: ;_;':�;_�'_:�_;a_��" (612)473-7357 Datelssued: ir�,;�V�_�;:��:;� r ��DF3ECS� --- --- - _ _ _— -----------.._----- ----- ------ '��SCRIPTIO�a .. .". ..'. ..� _ '. .� . L�. .._ . _. . .. ... . .... ..,� , tr 1 .i•., . . ... ._ . . ��;, Ar`. . . '.,��{f�i.��.�±�:n�'s '�. :i s ' ' - ��NTRACTOR: — �t=��=t i �__�:�t. — OWNER: _ _ , �. _. _ �Y��: E:�.�_r�'�%�"i� i a-� _��.:��.?_��_ .}`;�_�� _. _ _. _ _ ��J�: �� dC: L':_'_ t-�S„��y � lrY: i=��:_,`�: _��`��ii€ S`=�i= 4'�(� .'�.'_��!_,_; f_t�-{,_lfy!_I ;��'•� _ _ ». _ ._ ��'='f — _�C:�+� _., ,... ,. . _-. - - - ;.. . .__ ' ;-;,L •r,r,�'_r_'r;'°_�,_i-;t:;�1,: 1--;�-;.i�;::'�' ,.`�'!.�;i�'-: 1 '- ��'tr i '- -��1 #�:s;l ;�3 f �'°;<<F::_. :�t-��-. ._._. .__ s;*si-`i;'I�l�;��;ri�-�ii'r, {�� . __. ._�_. . . _ ._. _ _. .. ._ _ _ _ . . !�`' _�-��_•=.f` {��t f-ij`'�?�° t�-'`t+.��.!�'`:^, �_!_`: 4 f3_� i-%�,_i_ �tf_i`;��, ,F,�.� - . ::i:_.f (_i_j('�i 7 .��f`'a!_.i� {:Es[ ;� 'r��._ _•.�.,��ft 3_€I" ; t wI�S i IC�,i)�.1�i»i,`�it_. - i>�(1i.� - F t-: I '� T i ' ,! i 1 3�4tth t.i F i-'- �;��`i-;';�.i:; l =_ ___ - . ._ �'._ _.�s� s. ---. _ � _,. . .s. . ti� ��%�s _ _ },:_ . _�.-- �---�- -. . . .__ _ . � � � Y l APPLICANT-PERMITEE SIGNATURE ISSUED BY:SIGNATU � ^ CITY OF ORONO SEPTTC SYSTEI�i PERi��IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NIN 55323 _ . S oo (��,� `��.ss JOB STTE ADDRESS• Occupanc�• Type: Residential` � Commercial Other Permit Tspe: Netiv or Replacement System, $100.00 ��_ � Repair Existing System, $ 50.00 _ ' (Tanks or Drainfield) 0.50 State surcharse added to above fees � , �`See fee schedule for non-residential permit fees Owner's i`'ame: J y�� Phonel�Tumber• I1+Iailing Address: � City: �� 5.�— Contractor's 1�Tame: ,�.1��es �--5ms PhoneNumber. �{7 5-17�Z Io 3 � -`'�S f_ S��. Clty:�ik'fro5-e �1_ S`-5'3G 3 11�Iailing Address:� — - DO \TOT 11�IA.�Q. PAYI�'IENT V�ITH THIS APPLICATIO�' GEYERA.I� INSTRUCTIO�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 Ciry Offices and work must not begin unless the permit card is on the job site. J "" 2, Permits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. AlI 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 following 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 afcer rouQh-up but prior to sand placement (sand will be jar tested for silt conteat), � and a�ain durin; pressure distr.ibution pipin� installation in the rock bed. D. Fi.n.al 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 durin� inspections: A 24- hour notice is required for all inspections. � NOT'E: Applicant rriust initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. . � � 1. I have received a co 'o ' py of the system desi�n includin� the Ciry of Orono Septic System Approval Cover Sheet. � � .2. `I �v' Q . iIl tie mstallin� the followin�; A. Tanks: 't-� precast Concrete Other Manufacture��rw�� Tank Capacities: 1),��gat. 2) �3�_ gal, ;)�� gal. B. Pump Station (if required) Pump make & model W�c�.SI I f� �� "P' (attach pump curve & literacure); system desi�n requires 39 gpm at Z('o feet of head. Hi�h water alarm make & model _ [��(�� Outside � ' electrical work to be completed by installer electrician other . Inside electrical work must be completed by electrician. C. Treatment System: ,�- . Trenches: s.f. �`� Mound Depth of rock below pipe " Rock bed dimensions ,�'x� ' Drop Boxes Sand bed dimensions ,�'x tX ' Distribution Box Pressure Dist. Pipe Diam. /�L " Maniford Pi�e Diam. �_" D. Final Cover/Topsoil to be: borrowed from site �(show location on site plan)- trucked in The undersi?ned 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 statemenu made on this application are complete, true and correct: SignatureofApplicant: Date: �o '—Z�l�g MPCA Certif cation No.:_ (p �C� - Staff Review: Approv � De ial � Revietiver: Date: ��g� Reason for Denial: ��,� � CITY OF ORONO SEPTIC SYSTEM APPROVAL o �� o � ��`;�� ,� � y:��`��; C ITY of O�?►O�TO a � �� .��` �. � � '1 ��'� i�l�i'' 1� Municipal Oflices � � °� �� Post OfTice Box 66 �r Crystal Bay,hiinncsota 5532.�-0066 ` � �� `��^ cso �kESH�� LOCATION: 500 Hunter Pass OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVA.I.UATOR: s—P Testing �pORT DATE: March l, 1997 The City of Orono has Approved your on-site system design as of uly 15, 19 9 7 (approved-disapproved) (date) with the following conunents: 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 �nal site grading. Approval to pour footings will not be granted until the 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. A site copy will be available at the City Offices for the septic contractor. CITY OF R N BY �% Stephen c an, On-site Systems Manager TELEPI IONE-473-7357•FAX-473-OS10 . , . � 4 •' .7�P. TES TING� �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 March 1, 1997 Jyland Development Lot 1, 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 - HbC - Hayden loam & NeB - Nessel loam. The seasonally saturated soils were located at 18" to 28" (mottted 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 future expansion site is a pressurized mound system split into two rock beds 10'x34' each. The effluent wiil be delivered by installing the supply line to each rock bed with the pump chamber altemating rock beds using the highest head pressure for the pump selection. The soils at a depth of 12" have a percolation rate averaging 4.0 mpi. 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 . � . y � . ' 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 cfean. 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 ftom the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have 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 bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhote by a certified pumper every 2 years. Check with your pumper to set up a schedule. <c�i7�— � . "1�-� Steven B. Schirmers 2 i ' , , i 10�._ __ -- _; �s_��--�---� - - --- � �_—_.—_ i � _ ��n� q V� � _-__—__.—.. _ �—� —_ ,��___-._—_— _ . . I � - _ !�+11N.3 I i \ i � -3� }L`"��'��;y�/,�,,,�L� � 1-}�AV� �Q��P"1E�� :� o� i ' S9".a - ii �9�8.� � � �e'�Y i r-��TOJ��`��F�'��` 'f11'tW��y'"� t�-��+F 33S ��`Src'�L"CL'�� -�1 + �/, �5 il+ �\ Q�(}'��C'�- CA?-��f--v L�f D?J � (, � �� D ! �' ' 1 ` � '�'� � _____—�-- ' ioe,.o - ol �4oS'oS�wv � �`�' — _ , `�1 �000.1� J � c��:r�Q�,.>L� '�m �I� I � i �NA��- ��_�o w�.� i I �`"� 999.9 I I ,, 'F--� I a.�v�i4, SJY4`..�( L�(�i /�_ �-� � iooi 7 �� + � - !SO'' �� I Vj�990 � c�-� I' �3 �' :, 9°�'f ti�4 ti�1�S 1 o r-1 �'�^'�_" '(�G�a�.�� t , 999.9 � '��l'PA4�s osa ��'�.\ i � ' =3,. /�_ ,�,,.� — 9�,.-L �''�" \ ` �,.��.�o � '_, �✓p- 59�.8' ! . � l00�.1 _ i- _ ` � \ � � 7 S S£�fSSAL+f- yFPl)L I i � t +� L'� ^�_�_�o� �o . ' �ool i.� 5°I�? . i Q 19Q.7 \ /Ilool. ,`� \I.' ,�U00,'"(, � � Y T i � 9�'1.J +�` 1'PI.O � � • '.,L'` t� \'loo�.s \ � GI65� �/ 99B.S � \ �� +0..1 � �� Op.\ i % �� l000 O � r. a ��+looi.) � � ; �G ', ��OSE� � �� ! '(V�4'(f'1�Gi-+'� oo��— +ioo�.J / Iq'QP�O� � � , Q2�in- + Ho�s-� + I \ �v�J�.l�f1L��- 5'�� 13�( � � ieao.l t99�+.t � �� /\ \ � 1 O I � L O'F'F 1�.� 'Pr Li"�O�"CS�-Ls • �},-1�.. I �� 4 0 I �� + � °�40 �� P�� j/ �� , �� weU� � �P�cd.af�on Tests Scole= � = SO m � � + QSoil Sorings � 2 ti �-,a..� � �'�a �Be�ct: Mork !`. 35 eE�rofw�c \\\�?� � �� '��t . "`P'"� � � Note� This system is to be constructed fo meei . � � � � / � � �� ►W the N6r�nesola Po!lu.a� Con.rot Ayznc�r \ � � 9�� aj� �y Chapt�r 7080 & .Local Ordinanc � � € � � �� o��' , ,' � . t �a v � " � ` � � � / Check all underground utilities �g , �--- � m � � � � _ � �`� � � � ! €' c� � � o�„ z - 3 i � c o � 3 �,a � ;� PRCPERTY OF: �`��A�� ►�a ,_ � -•J ,� fA c c�� tlI / ,-O't�- �LOL\L � �Ul1-(r�- �ASS Gt� � a�= c2 f,�, i__ � a !- O�o�-�o M tJ � !-1 ��.1 rl C�.�— � � x �� 2 U � � a1 �,/ - F �3 � " I s-P rEsriivc iNc '� � -� � _ ` '� �O A� Oesigned By: 17�v.-t �� 7r� _ � ' . Da'e��°�� PN. 6Q -497-3566 I i �X i ; �:, ss i -� i /o',� C.tS� R�oc.lc. CiE o _ �_ r � � �'\SS � Qsc_ ` � � ' 3'O �Fi�L sw►io 3.5 vo1•1 � /.o SA�.,p �/ ��---�0.�, P�A� v��.-✓ �_�_ — -5�O SFT- BACKS i� ' .I /O�- -� � � HOUSE Sysfem must be� Tonk �� from propertylines �- ��'�� '� �}} S�y�` W��` � il�� y� -,� � __?� (rOm w21!S �Lt�f V,...,w�•p w.`� _ �o from b'dgs. , �.,��,..a�+o. t,�� i��• ireotment oreo =�frcxn lokes , �S s#see�as - �� NOTE� Pawer supply ond switches must be located in a Lv,,"�.� �-�,��- T� Treotmeni orea � !�om property lines W�ther proof encbwr2 outside the pumping chomber and monhole K�.�p -�R„�5 s,�a�..o�..� r-1,4r�No�S m�n t�" _Z�.�from we:ls eacrF�� from b!Ggs. � '� r�' L from trees ,� � SOII.. BORIf�G EI.EVATIONS � � � J�, i c I(— � a a,�min. TH. I �� .-tooa.a -r�l't C� - ��1�.9 - 30'- � �.��d,a.su I TH. 2�L.-112�11.8 i _ � o _ qrode�% i Tank ' Tonk ::I TH r3 E�.-23�-q Orop to Tank i �I PRESSURE DISTRIBUTION MOUND SYSTEM Th-� `� _1��•L � � TH`5 `L.-293_� � N�in. I��io 8 �Pumping I ' '� EL`_�/A71OV ot PROPOSED PUMPING Max.l��to4 ��P 'r��-1�-5 Sl��`.�-oc� Chomber C'.-{AN:BCn- �l�1.0 L��,'P..�w�l��V.D � 4�to 6��dia.piae , a�4o rv. -to4 0� ��o�v� -°��c..o �� ow�*� �t.00�-- 94f c..p I SYSTEM DESIGN -MOUNO TyPE—�� . BEDROOM , Averoge percolation rate 1�min./irxh (design.83sq.ft treotment orea per gal. of daily sewage flow) � o gal./day x.83sq.ft/gal. � ��sq.ff.of heatmenf orea +10% _ �` sq.ft. (.= IOfi.width=�_fi.lenqth of bed areo�side slope run�..to I x�heigtt= �_ft.x � _ft.lawn-area needed) � � � � qean rock needed— .Sr�'�sq.f t.treatment area x L4�depth of rocSc=2L�cu.ft=27=�_cu.yds(3/4 to 2 I/� db. ,incc�udes 2 of rock above pipe) ' �0`�'� Geansand fill below rock needed L�Q_a.yds. approx. , sandy loam bacfc fill�`�a.yds.appcox., topsoil 6��_w.yd. AV�• SR�b oE4�f1� • 3•3 � �J 45N��o �ELo_C�t^�1J�._-Co Avo �.0"70 'Co -�oP So��.foF .1l4R�c:t,.3�.A�'SS._o��$-��o) Number of tanks required�—, Ist tonk�gol. , 2nd tonk�gol.mininms �s PLi m P�N� ��Y*"�Q E Q— ( Pumpng chamber capacity- 25% of daily sewage fbw of � v qal.=1��.gal.+reselve stange of 15 O�z 1/B�� gal.+pipe bocic drainoge— , � PROP�RTY C�� - i of�_gal./1001in.ft.of�+dia. svpply pipe, lin.ft.neededl�, 'Zgal� manifo!d.L gd.��00�i�tftof��dia.pipe,l"�ftneededZ ,�_gal. L �u '• total ca cit needed 3(�2 I (plus area for m ) e,s� r+�,r,. � �+1.ca �O M � Pa Y 4a• P� P L�_9 P- 1 Distribution pipe �.Li�d�a. , 1�_�in.ft., ��3 dio. perforations�l��opart 1 _ Pump s¢e �/� hp. (pumpable capacity�2gol. 4cycles/day) ��,�Eo �.c� � H�Ao PSz-Ess J��S��F�Q-��- 3� aa\ 1 r�� n. $-P TEST/ G / C- ! Nole � When coRstrvct�ng bed -- , �nis areo shoub be shoped Note� Distonce from treotment areo to �e�qhborinq v.�Iis— � r�es�qne� 9y� �� '"� to diver� run-of( (rom eNering treoiment orea. � �t'��'�� °�' ; Ooic 3 /�/q� , PH. 6i2-G97-3566 • � ° MOUND DESIGN WORKSHEET � (For Flows up to 1200 gpd) • A. F'j,�w Estirnated Seva6e Flow in Gallons pa Day(gpd) I Estimated � � gpd N�+� ot 'iype t 7ype!I 'iype Ill 7ype rv or measured - x 1.5 = - gpd. s�� ! z 300 2?S 180 60. .r B. SEP'ITC TE1NK LIQUfD VOLUMES } ' s � i'so � '� j �-� 0 a� l-/OOt7 g�0I1S � 6 900 525 732 '"° ' 7 1Q50 600 370 �� 8 1200 675 408 C. SOIIS (refer to site evaluation) ,� �� N,�� 1. Depth to restricting layer= a y � a� inches a °� � �, ; 2. Depth of percolation tests = 1 � inches `'"'° `'"' I 3. Percolation nte 4, O mpi 2i a`� i'.oSOoo i'.'so 4. Land slope � % ;a s � ,,� wa 9 See!iy C-6 (x 1S) D. ROCK LA,YER DIlv�1SIONS 1. Multiply flow rate by 0.83 to obtain required area of rock � layer:A x 0.83 = , � 7�0 . gpd x 0.83 sq. ft./gpd =��sq. ft+►�o= (.�S ya 2 Select width of rock layer (10 feet or less) = l� ft. 3. Length of rock layer= area i width= R�g� �_sq. ft.+ ��ft. _�_ft. ,.,.,.,.,.,.,...,.,.�.,...,.,.,., 1•1•1•1•I•I.r•�•t�•I�t•1•t•t•I• �•1•1.1N•1•1•�•'M1��•1�tiA�1�1•♦ �r•r.�.f•r•r.r•�•i r•�•r•r•r•r•�• tdth S10 ft. •ti.�.�.�.ti.ti.ti.ti.L•ti.ti.�.ti.�.�•ti r•f.�•i•r•r•r.r•��•r•�•r.r.r•r• i 1•�•1NN.tiMM•�•�•�•�•1•�•1H•1 � •��.f.f.f.f�r��.r��.��f�f.f. E. ROCK VOLUME ~- �'�'�' -' � 1. Multiply rock azea by rock depth to get cubic feet of rock; • � L5s4 sq. ft. x ,�os ft. =21�cu. ft. 2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards; 2�cu.ft. y 27=�_cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu.yd.x 1.4 ton/cu. yd. _�4! tons. � F. AD��N�D� G 1��'� L 0�Y✓1 Width Sirin Lbk 1. Percolation rate in top 12 inches of soil is �,o mpi ��,�,,,��,�,k �� Aa d M�„�,k, „�, SoilTexture ,:,� ";,"' c�,w �.. .:..�., N 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 l.00 �`- � $Pd/ft� o.i ro s Sand w 1.zo 1.00 � 0.1 to 5 Fne Sand �•� Z•� 6 to 15 ndy Loam �•�9 1�Z 3. Calculate adso hon width ratio b dividin rock la er t6 co ao t,oam o.bo 2.00 rP � Y 8 Y 31 to 45 sac t,�m oso 2.ao loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �co bo cia t,o�, o.as 2.6� 1.20 gPd/ftZ+ .�S gpd/ft�_ � .le� Slower�han 120 Clay 024 5.00 "$oil hivin6� x or ma!d Cux or reeY Cux sand 4. Multiply adsorption width rario by rock layer width to get required adsorption width; �'L� x_�ft=�L•� ft i , � G. DOWNSLOPE I��WIDTH 1. If landslope is�6 �ntore,subtract rock layer width from adsorption width to obtain minimum downslope dike toe �_ft-1�ft=�..2_feet 2. Calcvlate Minimum•mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1 . 0 feet b. Multiply rock layer width by landslope ''10°`'COY•� to deteraiine drop in elevation; '� r oo e a o .a Slope Difference S�Deretlon f��t �r� X �0 j 1�0 = �l/ feet SfoD� Oftf�rene� _� et _,c_� � 1� UOs1oDe WIOIn c. Add depth of clean sand for separation (2a) -�r��t Rock eea w�atn at upslope edge,depth of rock layer(1 foot) to depth of ��e�� o�w�g� o�W,a�� cover(1 foot) to find the mound height at the upslope edge ��°°` of rock layer; J.o ft+ lft + lft=3, 0 feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.3 3 e. Multiply dike multiplier by upslope mound height to find upslope dike width:3 .o x 3•33 =�� 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•o ft+ ,s� ft = 3•� feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of S. 0 ' h. Mi.iltiply dike multiplier by downslope mound height to get downslope dike width: 3•S x� _ _�feet i. Compare the values of step G.1 and St�p G.Zh Select the greater of the two values as the downslope dike width; _ �� _ 1 �b feet �o.� o.;.�a�� _ j. Total mound width is the sum of -�-�� 's�� < k s . �.: .....:: .. r....S. . .:.. .....: . upslope dike(G.2e)width plus rock < : RP�r e.a w�a�� _ � ��..� layer width (D.2)plus a �os�:��° ��•i v," downslope dike width(G.2i); � , �o ft+��ft + ► �S ft = �� feet � k. Total mound length is the sum of �� : oo��sioos wiain ;; < 1,�r��i •::.:;::.:::•:;:;: upslope dike width (G.2e) plus rock layer `� length (D.3) plus upslope dike width (G.2e); ' `'�'�� '��'�� ' �ft + IA�d ft +�ft= �.� feet < ' _ __ .. ...... t� -} l.� t l �t� �oy Tote�L�natn ope ps ope kl �:3 5:1 &1 7:1 3:1 �:1 5:1 SS 7:f b:l x alope 0 3A lA SA i0 7.0 3.0 4.0 5.0 60 7.0 !A 1 3.09 Ll� 5�6 636 753 291 3.85 1.76 5.66 GSI 7A1 2 3.19 �3S S56 6.at l.1� 2.83 3.70 a5� 536 6t� 6.90 3 330 451 S.l1 732 !.!6 275 357 �35 5.06 5.79 6A5 � 3A1 4� 63 7.l9 9.72 266 3� �l7 l81 5.16 6A6 5 753 CSm� 6i7_ SS7.-. -. 10]7 261 C333 �.00 4.62 5.19 571 6 3fb S.Z6 �.1� 938 12.P! 25/ 333 3.35 l�l l93 S.tl 7 Sm 556 7.6! 103� 13?! 21d 3.12 3.7D tI3 l70 5.13 8 3,95 5,lI !33 115� 15.91 id2 �.m 357 lC6 �.�9 �1B 9 �.Il 6.2� 9A/ 13.01 1b9I �6 29� 3.15 3.90 {.30 4S5 10 129 6.67 t0A 15.00 23]7 2�t 286 333 �.75 1.12 �.0 11 tA6 7.14 il.11 17.65 30A3 2�b 2�8 3]3 �.61 7.95 �?b 12 t.69 7.69 1750 21Ai �375 221 270 3.12 3.�9 3.DD �AB � , , ` ' F-17 FLJMP SELECTION PROCEDURE •EJ�G PERFORATWM OF A PERFORATEp �ATERCL A. Determine pump capacity: �,�,�..., Gravity Distributiun T�,,, i�, 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _ ::. .. � N��w�,��„�,. water use rate. ��..�►5.�.�,. �T'�.�.«�.,..�,..v,.... `�,��,...,�.., 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . ��-��h MM C�0 Nw Tp gallons per hour(45 gpm)to prevent build-up of pressure in dmp box. ,.,;,„,,,� .;_��, ,�,Eeye Pressure Distibution -, e�..�s.�.�,,. ��""�~�� Y��rs N Uum 3.a. Select number of perforabed laterals 3 , b. Select perforation spacing= 3 feet �'„;';��,�'"° c. Subtract 2 h.from the rock layer length. �-��-2 ft._ � _feet d. Deterrrune the number of spaces between perforations. Length perf.spacing= r_� Et.+�ft._��spaces tt�qyirnd perforaaon D�schacge e. 3 spaces+ 1 =�perforations/lateral �+��p��e�SPm� f. Multiply perforations per lateral by number of laterals to ��e �z�� i q�� get total number of perforadons. ,�-�� x �,-��_�perforations. �� g' � X�+`�=�L gp� 1.Oa 0.56 0.74 SELE�.TED PUMP CAPACTI'Y�_gpm 2.�b Q.8� 1.04 B.Determine head requirtmmts: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications _J_{�_feet 2. If pumping to a pressure distribudon rystem,five feet for pressure required at manifold if gravity system,zero. • �_feet 3. Friction loss a. Enter Eriction loss table with gpm and pipe diameter. Pipe I-engch �_ Read friction loss in feet per 100 feet from table. � Poinc of Discharge F.L._ �. l, f�/100 ft of pipe �oo� b. Determine total pipe length from pump to discharge pevation Difference point. Add 25 percent to pipe length for fitting �p _ ��.� loss,or use a fitting loss chart. Equivalent pipe length-1.?5 times pipe length= F-18b ) Sc7 x 1.25 = I� feet 1.5 inch 2.0 inch 3.0 inch c. CalCulate total friction loss by multiplying � F,;a;a,��,�n�P,a friction loss in h/100 h by equivalent pipe length. Total friction loss= �.l. x t�d S� +100=�_feet 10 0.69 0.20 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total fricdon loss. 16 1.63 O.a8 18 2.03 0.60 20 2.47 OJ3 0.11 / (. + S +_� 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 TO?AL HEAD a � 11.07 2.64 0.39 �_feet 45 14.73 3.28 0.48 50 3.99 0.58 C. Pump selection 6o s bo o.s2 1. A pump must be selected to deliver at least �g_gpm (Step A)with at least ��feet of total head (Step B). � , � , ' � .7-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 1, Block 1 Hunter Pass Orono, Henn. Co., MN Borings completed on 2-19-97, with a hand bucket auger. �ORING NUMBER 1- EIev.1002.2 - MOTTLED SOIL AT 2'4" - No standing water present in boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 28" Brown clay loam 10YR 5/4 28" - 36" Rusty o{ive brown clay loam 10YR 6/4 - mottles 6/6,7/1 36" - 48" Rusty olive brown loam 10YR 6/3 - mottles 6/6,7/1 BORING NUMBER 2- EIev.1001.8 - 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" - 28" Rusty brown clay loam 10YR 5/6 - motttes 6/6 28" - 42" Rusty brown sandy loam 10YR 6/4 - mottles 6/6,6/2 42" - 60" Rusty brown fine sandy loam 10YR 6/4 - mottles 6/6,6/2 BORING NUMBER 3- Elev.999.9 - MOTTLED SOIL AT 2'4" - No standing water present in boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 28" Brown clay loam 10YR 516 28" - 40" Rusty olive brown clay loam 10YR 6/3 - mottles 6/6,7/1 40" - 60" Rusty olive brown loam 10YR 613 - mottles 7/6,7/1 . Lot1,BIk.1, Hunter Pass soil borings cont'd. BORING NUMBER 4 EIev.1001.6 - MOTTLED SOIL AT 2'4" - No standing water present in the boring. 0 - 6" Topsoil dark brown loam 10YR 3/2 6" - 14" Gray brown loam 10YR 5/2 14" - 28" Brown cfay loam 10YR 5/6 28" - 44" Rusty olive brown clay loam 10YR 6/3 - mottles 6/6,7/1 44" - 60" Rusty olive brown loam 10YR 613 - mottles 6/6,7/1 BORING NUMBER 5- Elev.999.7 - MOTTLED SOIL AT 2' - No standing water present in the boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 24" Brown clay Ioam 10YR 5/6 , 24" - 42" Rusty brown clay loam 10YR 6/6 - mottles 7/6,711 42" - 60" Rusty brown loam 10YR 6/4 - mottles 7/6.7/1 BORING NUMBER 6- Elev.999.9 - MOTTLED SOIL AT 2'2" - No standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 1 Q" - 26" Brown clay loam 10YR 514 26" - 34" Rusty olive brown clay loam 10YR 6/4 - mottles 6/6,6/1 34" - 42" Rusty gray brown sandy clay loam 10YR 6/3 ., 2 , � . CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 2-20-97 starting at 11:45am• Test hole location Jyland Dev.,Lotl,Blk.1�Hunter Pas�,Orono. Test hole number L Date test hole was prepared 2_19_97• Depth of hole bottom 1Z.inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Brown ciay loam Method of scratching sidewall is l�lifg. Depth of gravel in bottom of hole is 2 inc�es. Date and hour of initial water filling 2-19-97,3:30pm_ 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�utomatic�a. 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 ' I 11:30 refill 6 � � ' � 11:45 6 6 3-1/4 4.6 15 min ' � i � 12:11 12:26 6 3-1/8 4.8 15 min ' 12:27 12:42 6 3-1/8 4.8 15 min i i I Percolation rate=4,7�ninutes per inch. •I, ' . CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing.Inc. on 2_2Q97 starting at 11:46am• Test hole location Jvland Dev.,l..otl,Blk.1.Hnnter Pass,Orono. Test hole number 2, Date test hole was prepared 2_19_97• Depth of hole bottom 1Z,inches. Diazneter of hole�inches. �OIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam ___ 8" - 12" Brown clay loam Method of scratching sidewall is kpifg Depth of gravel in bottom of hole is�ip�h�. Date and hour of initial water filling 2-19-97,3:30Fm. Depth of initial water filling is 1�.i1L�h�,above the hole bottom. Method used to mainta.in at least 12 inches of water depth in hole for at least 4 hours is automatic�.�,�. Ma�cimum water depth above hole bottom during test is�inches. � Measurement, Drop in water level, Perwlation rate, � Time Time interval min inches inches minutes er inch Remarks i i � 11:30 refill 6 � ' r— --1----------- ; ' 11:46 12:01 6 3-3/8 4.4 15 min ' � I � 12:10 12:25 6 3-3/8 4.4 15 min i 12:28 12:43 6 3-3/8 4.4 15 min � i � � Percolarion rate=4,4�minutes per inch. � „ T . CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�Inc. on 2_20-97 starting at 11:47am- Test hole location,�yland Dev.,Lotl,Blk.1,Hunter Pass,Orono. Test hole number�, Date test hole was prepared 2_19_97• Depth of hole bottom 1Z.inches. Diameter of hole�inches. SO .DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is kuif�. Depth of gravel in bottom of hole is 2 inchg�. Date and hour of initial water filling 2-19-97,3:30pm. Depth of initial water filling is 1�iII�]1�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic��.pg. 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 � ' 11:30 refitl 6 I � , � I � 11:47 12:02 6 5-1/16 3 � 15 min � 12:09 12:34 6 4-15/16 3 15 min� I i 12:29 12:44 6 4-3/4 3.2 15 min I Percolation rate=�,,l�ninutes per inch. , . ,CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�,Inc. on 2_2Q97 starting at 11:48am• Test hole location,�yland Dev.,Lotl�Blk.1,Hunter Pa�,g, Orono. Test hole number 4. Date test hole was prepared�_19_9'7• Depth of hole bottom 1�,inches. Diameter of hole¢inches. SOIL•DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 6" Topsoil dark brown loam 6" - 12" Gray brown loam Method of scratching sidewall is kpifg. Depth of gravel in bottom of hole is Z.inches. Date and hour of initial water filling�:19-97,3:30nm Depth of initial water filling is 1Z.ia�h�g.above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic gluhon. 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 er inch Remarks � 11:30 refill 6 ' i I '� i 11:48 12:03 6 4-1/2 3.3 � 15 min ; ' 12:08 12:23 6 4-3/8 � 3.4 � 15 min ' I ! 12:30 12:45 6 4-3/8 3.4 15 min � � I Percolation rate=�minutes per inch. : , I � ' , CERTIFICATION N0.627 STATE LICENSE 1�0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by�-P Testing,,Inc. on 2-20-97 starting at 11:49am• Test hole location Jyland Dev.,I,ot1,�1k.1,Aunter Pas�,Orono. Test hole number�. Date test hole was prepared�19_97• Depth of hole bottom 1Z,inches. Diazneter of hole�inches. SOIL.DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoii dark brown loam 8" - 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 2-19-97,3:30pm. 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 autamatic siFhon. 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 � i 11:30 refill 6 ' � 11:49 12:04 6 4-1/4 3.5 15 min � 12:07 12:22 6 4-3/16 3.6 ! 15 min i 12:31 12:46 6 4-1/8 3.6 15 min � Percolation rate=�minutes per inch. . , � , CERTIFICATION N0.627 ,STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 2_2a97 starting at 11�m� Test hole location,�yland Dev.�Lotl, tk.l,Hunter Pass,Orono. Test hole number�. Date test hole was prepared 2_19_97• Depth of hole bottom 1Z,inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall is knif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-19-97. 3:30Fm. Depth of initial water filling is 12 inche�g above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic gj��. 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 11:30 refill 6 � 11:50 12:05 6 3-3/16 4.7 15 min 12:06 12:21 6 3-3116 4.7 15 min i � i 12:32 12:47 6 3-3/16 4.7 15 min I � I Percolation rate=4,Z�Zinutes per inch. � � PERFORQTEO LAYER OF GEOTEXTILE IOAMY SANO CaP �,' �ATERALS FABRIC PERFORATEO LATERAL � .�:�� "''r�_-.-=`-• � ' ,.- , .�.��• . ^„� ..„__ ..... , GRA55 COVER 6 INCHES SANDY LOAPA SOIL �� ' �s '^''�•';�� TOPsOi� " . �;;:.,. ' i"�y • �'•^'-- CIEAN SANO FIIL . .: ..�i /' � / •`:�f:%• .. i' ',��/ .�• '�%��• MAXIMUM SLOPE—� � � . � ri� 3 TO I IAYER OF GEOTEXTILE , s° "� �' FABRIC OR 4 INgCHES OF .. `. ' ', ,�y.�y� ,�� .�' TOPso�� 'ia �.�E 2�/zRa�NES 4. ,� , PlAWEO OR /. 5�0 BUILDING PAPERY � � y,; �/f � j� �� D�SKEO SURFnCE , Yr , ,��., � �' � UBSOIL � ��/z� OR 2� .+z'�'`�. i '.!/+� / • � �� ;, , .� � CROSS SECTION A-A PIPE FROM PUMP� • � ,f �.�.:.Y. ? � �% t' � i� i .' /i /,.. i� � �• � ` ,� � , . P�PE FROM � � �� PUMPING CHAMBER 3�•_2�� ' ��+ �' �� ••-... � CL�AN F�OCK �''�� '�� /�� OIVERSION FOR • � :' � ,,,�� , ' J� SuRFACE wATER w ' 6' TOPSOIL�'.' /r,' �� ' � o � � �� . . ..- . � r -' •�� J�' ��.— — —, ,�,.,,.::;_,�-. �-` ,''� ,� :�� ,„� I ; � I� h� � �,•' 3 �� – PERfORATEO , � � I �_ ^�c�• ��./�'9•'/ �� Mak, ,� L'ATERAlS � � ; -+ ...- �t �� w {' � � '!:' , ' � �I . � -�s� �.. 2�.. •`{�. � � �/j S. '� � '`� ,..� "o.. ••. �•!.I'j j — � � � �1 . � �OP� — ''' • `''•'.�;�::. ...1;��>. I � 4��, ..,� . ;..��ir+"M...+'�� • i � � S,�O Q1�1 ' '•' �+ .. � .��ts•?�i tiy�1•;•.;i.4 . I 1 � �•� _ . Q �Y ,��'4ytP41 T �'.. �If�Y..�r � � � 1- F�� Spp �'�a� 6�� '��.;=,'}�.. �. . BEO AREA � � : ' � . gR0 q E '�1 --�c`�;,';'': . — � ' -�' � Z :_ kEN Y R . ' _x � :-- ; � j _ VP ��:�'.... .••�,..,��,�. . � � BAR�AT..;•i ''`'."::"`-�.. , A I � � ' � p IFRRaI �....�:;,.� — ; � ; W ; � m : ° �AYE� —. — — � ; z � Z ; I — � _ ' I ; � � o_,}_o INCHE I � a � Q � INCH _ LAYOUT OF PERFORATEO PIPE IATERALS FOA _ � � ; � PRESSURE D�STRIBUTION IN MOUNO —• ' ' I ' —. L'— _ —' I � _ OIKE�0 FEET__�_,__OiKE ' �PERFORATEO PLASTIC PIPE MAX. TOTAI WIOTH . •1• 1 �ONR ENTER.NP /iFORATION. fORAfION SPp��G — ' � I . .; I ENO 5�2E 6MY BE �ic:'h:; � • iS PER VIEW pp ��: �g' P�AN vlEw 2�MANIFOLO � END pERFORATION OF A PERFORATED LATERA� PIPE � .�. . Grm.Cov« PERFORATIONS ON 80TTOM OF PIASTiC PIPE ,, T.o.�M �� i 9�•, � t�rs�� s�1 � ,. ':`•a� ...•. • .•�yyM of Gwl�ull� io4rlt (w Iwr- / �� r(AITERNATE LOCATION � •�•.. �a��M�Yv �`wi11�Ny�rr��}waw cwN�e OF OIPE FROM PUMp) p�rla �bn d'YtW HeilioMally /� � • •• �Nle C y Wor Top END CAP 9 �. ` • �/i Ww ,� —�� L�oN 12'te Edp� 0 £Rp :.°... �IO Roc .... . . el RxY Loy�� / LA� � '� A -Pw1«m�w�towi�e o� • � p(tAIE� 2�PIPE FROM . Cbon Sond Loy�� Bonaw ol lo�uol �� PERF PUMPING GNAM9ER ` . .. i �i nF , , , ' < . . . • F-8 � ` . �: REOWOOD, CEDq� OR WATER TIGHT a LOCKAB�E ELECTRIC BOX—� TREATED t'OST (4 x 4 min) ' PLUGS OR ELECTRIC CONNECTIONS---1 /-INSIOE 80X �C CONNECTIONS MA�E 2` PVC CONDUIT SCHEDULE 80 6.SP� �OOP OF POWER CORD FOR MANHOLE COVER CHAINED B� LOCKEO SETTLEMENT SEALED MANHOLE RINGS .FINAL GRaDE � AT IEAST 12� �' �� BELOW GRAOE WIRE FROM POWER SUPPLY PIPE IS IAID ON A UNIFORM SIOPE FROM �OR PROPER ORAINBACK��7REATMENT MEA ,, �-IF PIPE AT TANK MUST 8E LOWER THAN SEALED TANK COVER UNION. TO GET ELEVATION FOR ORAINBACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOIE MUST DE USED WITH ANCHOR—�� — �yEEP HOIE ALARM FLOAT ON SEPARATE ELECTRICAI CIRCUIT NOTES� ELECTRICAL WIRE FROM POWER SUPPIY . S�RJ�V�9— � _ MUST NOT RUN OVER ANY TANKS BUT -7 r' ' MUST BE LAID BESIOE OTIIER TANKS 3".J J `� AND MUST 8E PLACED IN CONOUiT ALONG POST _ $HUT-4EF�.E��Q_ _ _ _ ELECTRICAL CORDS FROM PUMP AND FlOATS MUST BE RUN THROUGH CONOUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FlOAT CONTACT. �� : � Figure F-8 METAI. COVER � �.. _.+:, .� _!�- �i � �'. � ; � � . �� ;, � ' I�� -� �.v:,. 1 � � I •t�_.• t: 1 �•!'•. i ' � ; i I ; I I � �iR:>' _�_�- i � CONCRETE �.y1�' � MANHOLE � RING METHOOS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-14 � S �� _�;. ;. , �.�. � " VERTICAL SIDEWA�L SEPTIC T�tfiIK -� � �FINISHED GRADE ~-AT LEAST y ' 6"TO 12" SOIL AT LEAST 4" OIA. COVER 4" DIA.� � AT LEAST I" � � � AT LEAST I" MI.PI I— . j ,... �...-:... ... ..:�,... A .. . � . . � i _._ '( i A DIMENSIONS FOR_ TANKS WITH VERTICAL SIDES A WIDTH. W 24" MINIMUM IENGTH, L 2 TO 3 TIMES THE WIOTH B OIAMETER 60� MINIMUM .; ; � DEPTH. 0 30� MINIMUM• 78' MAXIMUM C � r -�•AT LEAST A __• 0.2 0 _ _ B 6_MINIMUMi 0.2 0 MAXIMUM _ 6" 3� c o.4 0 - �-----�� -•-AT LEAST 4 FEET--- -'"� nptES: � i. SN�/1NIYIECSAiIfAti�INC11E51N01A►AE1F.R �. AwuicuE00vEiL4SiuiLL�F.IOC��EDW�tliwt�u+U+ES t. 111EfESIWIU[ONEOf1�.�0��EMAt��Ol.E5.20'lf.AST rT1E��WlEt4NnTIWdXNpElCf1�IFSUfY�(:E � (NbYJtS�O►/MIL)IOC�IfDwil�irrtFEEfOrKlin�qc 11EOOVEIiMJSII�SEOU[OIOMEVCt1IACCCS4 W��s ' 6. SC�f`M111UN U14fM10E OETM�EEN f.NDOF MiEi 1`If`f.ANU ]. An rtSl'ECIION 1`V`F Oi�i IENSf�w��E4 M�uaf:lEli NEMESt rOr+i ON O�fflH�u�lL 11E►�OIESS t�w�t wG�ES OItA1MN101E5�1N.lf7tlOCAtEOfYVE�iDOtNt1�EMlET Of1NOM0i�i1W1�2NC1ES MJOOU1tL•IOGV�CLS.iHECFt1lfJilWCOfllf;tl4�kC7tJN 6. FOf11101dLUr�I�ICYl�Ux1�.1N+K�0�MC1Jf.Kk1A190.f50 �IOCSSItNL0El11[RN.f•hS111ECCNIIflIWE(1FIME ANDOIh�NSIONC140.�SI1. WJFI,E p'CNWCS hc SNN�NIY 10E4.A 11 WIU W51'ECI AN � P��E w51 PE IOG�tu Bf�wfrw niE r+lEt�v�U cXi�t.Ei OM f lEi — � PENCIL r MARKS •, � , � ,• i . 20� {. � �, ,• M�WMOLE y� � ��'`• y � - � . IM.ET " SCUM . ; �; OUTI.ET �,, ,y 'ti�;��OUTLET LEVEL .�x�Zi .� .��' Y 3'. —.. --•- — _ _ —'�, :� — SCUM CLEAR SPACE — � �, �.E4N OuT TANK vVFiEN' y�. �• — --_- •. _ ��••e• _ i �' 7�1 IS 3' OR LESS OR _ �� g '8'IS 12'OR LESS � � .;,: -- _�- _ -- _ t* 1 � `� it:�:;'::�,•,':,: � . . ..�.. , ';:;, �: B�ACK COLAR �'� DISTINGUISHES SLU�C'►E � �'fi'�:,��H:i`�.. SLUOGE. 'i :� �AYER FROM LIOUIO A_ a.�.,. ;.� �' . .. � i.;,: z�' :3:r• :yu MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK -�7 DATE , TIME CITY OF ORONO CALLED IN / " �� - "�` �l INSPECTION NOTICE SCHEDULED - � � , �� PERMIT NO. C) COMPLETED � ADDRESS � �� =2-- � OWNER �- CONTR. -� ��cL��d� TELEPHON � ��' ��c� � DESCRIPTION l� 01 FOOTING 11 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 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEP INT. 21 COMPLAINT v 07 DEMO-FINAL SEPTIC INSTALL ., 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FIN 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATI N/REMOVAL � OWNERICONTRACTOR TO ME�U:_ S� ,. /� �� 1 � COMMENTS: r • � � � ' ...�� l�tai j � O - ` a ` �� O ._ .r" � W � � � Q J � 2 W � W � j d W� ORKSATISFACTORY:PROCEED L; PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED �:. ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �- PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR �' CITATION ISSUED ❑ INSPECTION REQUtRED.CALLTO ARRANGE ACCESS. Call for the n xt inspection 24 hours in a ance.473-7357 OwnerlContractor Inspector. �`� White Cop nspector's File Canary Copy/Site Notice ) �D��AT�E(� �7 TIME CITY OF ORONO CALLED IN �� `�C� � INSPECTION NOTICE SCHEDULED 7 ' 7"� L� �� PERMIT NO. /�i�"f L�� COMPLETED �� ADDRESS '��-'� ,Z��{, � �--F� ��C� SS OWNER . -�y�� CONTR.I _. /D v, TELEPH(�N � �� '� � 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 FINA� 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL TALL. 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO/ � � COMMENTS: '"" � ` A' hi G � �� a � � _ O � � O � W � Q � � Z W � W � j d W� ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN L CITATION ISSUED C STOP ORDER POSTED.CALL INSPECTOR !=_' INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne t ins ction 24 hours in advanc .473-73�J7 Owner/Contractor o Inspector. White Copyllnspector's File Canary CopylSite Notice .D Tl�� CITY OF ORONO CALLED IN � �� INSPECTION NOTICE scHE�u�E� -� � ^�� PERMIT NO. �� 3 U� coMP�ET F` ADDRESS � � OWNER CONTR. - C,r TELEPHONE NO. � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 S LL. 22 FOLLOW-UP = 09 PLUMBING RI 2 PTIC F 35 HARD COVER REMOVAL J 10 PLUMBING F � � 36 FOUNDATION/REMOVAL � OWNERIC TRAC TO MEET U:�-�YES_N � COMMENTS: a' �" � �� w --� ^ a � J � 0 a � 0 � W � Q � Z W � W � j a W ❑WORK SATISFACTORY:PROCEED � PROJECT COMPLETE � G CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT !l CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN � CITATION ISSUED ! STOP ORDER POSTED.CALL INSPECTOR C: INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS. Call for the n t ins ction 24 hou in advance.473-7357 OwnerlContract i Inspector. White Copyllnspector's File Canary CopylSite Notice