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Home My WebLink About1998-010306 - new septic system PERMIT CITY OF ORONO PERMIT TYPE: I 275t�Kelley Parkway- P.O. Box 66 '�,�!:��° r�� :��:i L`° I � Crystal Bay, Minnesota 55323 Permit Number: i�`�r_;:_;�;;; (612) 473-7357 Date Issued: - - - -.-. tI}_ei'ti�'F':-`- SITE ADDRESS: I i h+t:i ta�;�E G�P�4 �'I t��► E'�=i I .F#� I �'' . � . ��. . : .:_', t �� --- . _—'i)('st�:i3 � DESCRIPTION: ! �_��•;;;1 i�1' ._:t �?:'�#_c:?� F`�i'r�?3. � � ,'�:��,;` �`�I_Lc;' :��''� f i. `-�4':-� � i._ __'�'��F.='1' �'? +.4';�-t'=3' ':V�=s t'f; i,+(_'% !"t�'_�I L,��'�'.�� ; '_A I ------------_—_-----------__.----- - I FE� ��J��IMARY: _ _.._.= F.._- =. .- - - - - � _:�_��_i-:.�;F,��:= _._____ '� . - �: .:_,; - ';t ;�{�'�. - , � � � I � I CONTRACTOR: — ��:�? i �,��;�i:. — OWNER: I `i±-1�f�.:`•_� �.{.�_�2'�t'-;��i�4t_ !_-�a�.;�`i i,`'r�;: t''i!_�HF'. ��_1i'��•`-�.. '°f-,_; _'_;;:T�i!i `_:� iv= i:1t i iji_ti [i�(,� ��T�I,7 �3r° °'! I'y�;;I t:=� 1'�� CC�_:;_'_ irii+.`f�l�a:-( �,�� Ci��,.•_, `,`_'�:!'_? `��;,_—_'�'Y`i � - I 1�1-, �!{'`.;i:�-`i'.�� 1 {��t1�_'r #ti��`i,.`:�Y �;=,`�!._:F:�.?`W; �""`'.L?�°f e:��:_.,�t_��`v i_! f�;HS;�.,;__ : �i: -.__`'t_ _` `i..i••_i�'l:�f�',,:\I�:`_� ��'��=��1�� ;-1.�s.:' t .�I'C�v.�� s_j �f�_t {��i�_� s _.``.. . x�'•.I �� I i'•'.' _ 4 _•__��'�?''�i r��+��.:�'_ �+f�� i-x1__'•.y �_•1 � �i� �_�` � '�.i;'f_i�'3!�{ :il-i!71�'`Ji'j:tlf:��'._; _. _. ci �_ '.�'_ "^._ _ �`_ t _',.'.., "' __._. l'...'•._ �,`_'� ....':i. �� W . � i�[y;: �, i '•`�;-, ti,t- ;i:�l` t-:-�7 ��i-; �:��I1..:�� .i�t;:y . (t' : `t;`: . �'� '�`�, � � _._ APPLICANT�PERMITEE SIGNATURE ISSUED BY:SIGN URE CITY OF ORONO SEPTIC SYSTE�S PERi1-IIT APPLICATIO�' Box 66 (2750 Kelley Parkway) Crystal Bay, NIN 5�323 JOB SIT'E ADDRESS: � � C� ��l�l�v,'e u1 �� Occupancy Type: Residential I/ Commercial Other Permit Tti�pe: IV'e�v or Replacement Sy�stem, $100.00 �-'' Repa.ir ExistinD System, $ �0.00 (Tanks or Drainfield) 0.�0 State surcharge added to above fees *See fee schedule for non-residential permit fees , T �� j Phone Number: `-�7 3 - � �S/ O�mer s I�ame: , �v om�5 `� �.c- � Nlailing Address: �f �� L�;l� Sf - City: C�y �z4 h- 7iP: �s351 Contractor's �'ame: �, c S�� Phonel�'umber: �-/7�l-i��> �- I1�iailing Address: z� � ��Sf -s �- _ City: /'��n f�s-c 7�P�_-z� DO \TOT 1�SA]I, J'AYI�'IENT `VITH THIS APPLICATIO�' GENERAL I�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 be?in unless the permit card is on the job site. 2. permits �•ill be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system desi;n. Design 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 followinJ inspec[ions will be required for all septic systems: A. Pre-i.nscallation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to coverin�. For mounds, inspection is required after rough-up buc prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipinJ 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 wi[h codes. 5, Individual holdin�MPCA Installer Certificate shall be presen[ durin� inspections: A 24' hour notice is required for all inspections. . NOTE: Applican[ must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. .—� �L._ 1 1. I have received a copy of the systzm design includin� the Ciry of Orono r'.. ' Septic System Approval Cover Sheet. � �' 2. I will be installin, the followin�: A. Tanlcs: ✓�recast Concrete Other Manufacturer�-�-''`�"'� Tank Capacities: 1) �� gaI. 2) �; gal. 3) /� gal. B. Pump Station (if required) �j� `P,, Pump make & model ��`�� 5'// e� C�;,,�-( (attach pump curve & literature); system desi�n requires '� gpm at %C feet of head. Hi�h water alarm make & model Lc�� (-a�� Outside • ' electrical work to be comple[ed by installer ,�– electrician other . Inside electrical work must be completed by electrician. C. Treatment System: j Trenches: s.f. �Mound Depth of rock below pipe " Rock bed dimensions L(�'x �' Drop Boxes Sand bed dimensions �� 'x�z Distribution Box Pressure Dist. Pipe Diam. / %" Maniford Pipe Diam. z " D. Final Cover/Topsoil to be: �borrowed from site (show location on site plan) trucked in The undersijned 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 chat all statements made on th.is application are complete, true and correct. � SignatureofApplicant: � " Date: � '- z��'� � MPCA Certification Ir�o.: (� `�� Staff Review: Approv Denial Reviewer: � - � Date• �� ,X . Reason for Denial: , � • � O� CITY OF ORONO ' SEPTIC S�S'7�'EM APPROVAL o ��, o ��`�, C ITY of OR��TO * � � ,� ��;� ��,� .� , �;,; , � ,. t��orrK� � � ��s� ��'� � Post OfTice Box 66 �� i�f�� t�,-� Crystal Bay,Minnesota 55323-0066 �kES�I��' r LOCATION: OWNER: GENERAL CONTRACTOR: pillar Homes SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing REPORT DATE: October 10, 1997 The City of Orono has Approved your on-site system design as of April 15, 1998 (approved-disapproved) (date) with the following conunents: THIS IS NOT A PERMIT. This is a design approval forcn 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 Iclspections 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 ONO By �i�Z./ Ste en ckman, On-site Systems Manager TELEPf iONE-473-7357•FA?t-473-0510 � 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 �� I�_�c��c.- �C 1� L.��,,� �� r�c c---- October 10, 1997 John Halison Lot 2, Haiison Estates Goldenview Drive 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 - Hb6 - Hayden loam. The seasonally saturated soils were located at 24" to 38" (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 4.6 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 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 effectively. Nothing other than gray water (�aundry, 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 �ecommended. 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. D�•C-�---___ Steven B. Schirmers 2 ------ ---------20��- - -�-�-----�--- �� - ', (Y� `i8.b I . ' - � � �' ►� � / �_' =8� YSg.S i. � �Ou� �� ' � . �r 9 ,- - ' � ; , 39� i � � � - �41..5�� / � � Q�'Q,J6N"�^✓S't�L`/ � - { ��µ'`�`1W`"` �\_ - _1L9).{e�� G n 9�.1 Yk'�T�t4 _ `7, i i � — ' � >9e.i I i ' ti y� i Q� x9�.S � f��t3'�� 7� � �.aID��` I � ��L� AV.. �l'�QV�! 'G't3.v 1'�T�"��a� G'F O�'� � �YA�-S�o1-a � �sas.y � '�-1"� 'F�o4Cs� "<4�-A"rr'1�-�"� A�s $"c�-eR�E I L��1�- r � \. 4 l.�T�- �o�..a s-�-¢�..a C�'�t o1J� � � � q9.z x ; • � 9&� x � � �� \ ., 5� \98.0 96. '1�.1 �� , . � MOT u\+ +� �' �� / �� *17. ay �% � ., ., , �: 9�d.��\ \�1 L 1�4.1{,X � � � X96.� �� r ��'zdeos�ao � __1 I 1`'� - '<, ,Z'�_ �,sr�,�'�u� �. ,�.�i' �� -�A,-,�s�- �i o � �' 8�m w � 'Y � � gg'd� � �^�- ."��., �j1 :�n.a v�,b x z ? � ��f= �CB.v� � �c��P o-�ti-�oay . o� s � �� tn c� �� ' � t�4�� M -«�-.�-� O ¢ o � a 3 'a �_, .�� u� ��-c1.� v� -r1�� o ' Z Z otf a�'�Q So�rC�-�-��15'f �?��C C.B4-�arv�. � O F- �--W C" V 0 � p V W.4a:._� -'��-IDD, c7 -- ---� Q. 1V W w Q W c�'�z �--— — ioo= a � ¢ O€ � n0 I � o °' '' ' � U. m p c�.__-a a� 9 Perco!of ion Tests Scole: 1=� � �4b4o•.�> No�s� � � V ; � � w Qrjpil 8oru�g5 � ��I _ � � 0 T� �CA � I � a � > o M g �Be�ct: Mork i ' I M � � O � m;._� � '�a Note= This syslem is ta be constructed to meet , ww � m- � — — — I — - I` �S � � O O a ��= the NG�,nesota Pollu!an Con!rot Ayenc7 . V � cr a� ¢ E'�►- Chapter 70 8 0 & �,oca l Ordinanc I �p � a a �-- � ��a 'o c.� n. n. o � � m w r+l w ¢ ¢ � . � d W e�c-q W I Z Q�CI CI ¢- �Y �o�x�_� Q �_¢ Check all underground �itilities �`� �,� �;x i PRCPERTY OF: So��l 1-�Au,sD>.1 _ � � l�T Z, 1-� P��.I.So�I ��'t�TES I ---- — 2SZ�i -- -C�o�flE��E � O�. ; �Qav� I " � . � � - _ _ (f` �-�oL.�E�)�l� �vJ flR-, S-P TESTI G//N�1r . Oevqr�ed By: G� � % .�1� Do:e�1s�/�%�/�, PFi.6t2 -497-3566 _ � � - . i - o� - � . �� y�.�ss , 38 IJ�XL`d RoLY- RE-p _ — �- � 17� a�\ �� 3p� -�oe oF sA►�o , 3.3 _ /D ' _ F��-�-99.3 � /.D 5 A��o�./y �-�-__�_s� s, 4 L A 1� V 1^��.ti/ '�--— 3=b SET- BACKS 1� � I O' � � HOUSE System must be� Tonk aJ� from property lines x - S�-�-'<� �'� �}��rj�-- w�� . �S' from wel�s �K��t-r QJw,� w,L� �� Q from b:dgs. . ��• ireatment oreo = from Iokes , .—� streoms N�� r-+'�� " �� NOTE�Power supply ond switches musf be iocoied in o �� -�n �-�� Treoimenf oreo .��. from property lines - -�t�,.�tis sN-a�-�-9� M,4r�No�S m��T l�.' �� ' weother proof encbsure outside the pump�ng chamber ond manhole ' �, from we'Is Lac�F,c� �;;rom bldgs. -�' �fJ irom trees SOIL BORInG ELEVAZIONS i � � c �� I �min. � THr'7 EI ._��.5 �1.}�ia- �14S.L , _3,."d�a su � TH.e E�_.-9�•� I ��.S grode�% „ Tank � � ' -�=�' Droo to Tonk I Tank ��j PRESSURE D(STRIBl1TI0N MOUND SYSTEM Th��o�'L_�iL I � � TH`►t EL-g9.L i I N�in. I�io 8� �Pumping Mox,l��to4� � ��P �a�-1�S Sl�.'A`.�.-o� Chomber EL�VA710V ol PRG?OSED PL�MP(NG 4�to 6��dio.pipe A Y�BC -fo�g�ti.et��/o3.OR t� �.ow�-f__�uoL- �3.O SYSTEM DESIGN -MOUNO TYPE-�., � �� , AVefa9e Percolotion rote 4�� min./inch (design.83sq.ft treotment area pergol. of daily sewoge flow) , , �gc�l./day x.83sq.ft/gal. �� sq.ft.of treoiment orea +!0% =.fa�S.�_sq.ft. (.= IOfi.width=Sr�_ft.lenc�th of bed area+side slope run�.to I x�heigM= �_f�x2�ft.lavm•area needed� �� qean rock needed- �_sq.ft.ireotment oreo x �•�� depth of rock�cu.f1 :-27=.�2cu.yds.(3/4 10 21/��dia. ,indudes 2 of rock above pipe) � �� Gean sond fill below rock needed��cu.yds. approx. , sandy bam bock fill��a.yds.opprox., topsoil 6��a.yd. Fi�1�• 5A�� p�� '�' � � w�4s�-o R��c.ot��__-Co Aoo �.o�o -Co Toeso�`f�cF ��4LE_,.�t��s�P��.Ls�c�) Number of tonks required-�-, Ist tonkL'��gol. , 2ndimkL2tigol•minmms �S P�1rr1P►Nt� �-��mQ�R- I Pump'ng chomber capocity- 25% of daily sewoge fbw of '7 o gal.=��go(.+reserve stornge of 15 0�z:l/B�.2�_gol.+pipe bak dro'noge- pRpp`RTY C�� o of_L`6 gol./IOOlin.ft.of3�dio. supply pipe, lin.ft.needed�, �� gol� manifo!d..Lgo�.��00�inftof3��dia.pipe, lnftneeded.Z ,�g��. �b-� a L total capacity needed�_gaL(plus area for pump) c,S� T,,,r,. � t7 gql-caP- �ti-� 1��'dia. L2.�lin.fl., ��.l� dia. perforotions 3l`�oporf H��• Co. � - Distribution pipe , Pump s¢e��hp. (pumpoble copacity3]�gol. 4cycles/doy) �J�� /C� � H�?o PQ��s J��Sc�fl�-v'� 39 aa\ I m�n, S_�o �'ES'r/nlG' /�/C Note � Whcn cor�s��uci�ng bed - , trys oreo shovYf be shoped Note� Distonce trom treotment oreo to neighboring v�tis- � peSi ned 5 � to diveri run-of( from entering treotmenl oreo. �-'��`� �� Dn � � � y PH. 612-497-3566 � � Da�c ��o/L�� , � � � • ' , MOUND DESIGN WORKSHEET (Foi Flows up to 1200 gpd) A. �..OW Fstimuee sew�`e F1oM in c.u«�s per�.y(g� Estimated �S� gpd N�„� ,ry�l �ty�i� ryy�iu ry�rv or measured .- x 1.5 = - $pd• s�e'°°'"' 2 �oo us i eo � 3 �so �oo zia ,;; B. SEPTIC TANK LIQUID VOLUMES , boo »s u6 .�.� s �so �so �� f-1 a��i� � 1-l oo c7 gallons 6 90o sis »z � � toso 600 3�0 �m. d 1200 675 40A C. SOILS (refer to site evaluation) „ N�� ,,�� , ,, �, or �.... 1. Depth to restricting layer = a� oa�3�6 inches B�, � � 2. Depth of percolation tests = J a inches 3. Percolation rate 4�� mpi 2i«� �'o�oo i'.s o 4. Land slope 3 s«6 �soo �.�so % 7 a 3 7,000 �,000 wa 9 Sa+Rp C-6 (:l S) D. ROCK LAYER DIl�IINSIONS 1. Multiply flow rate by 0.83 to obtain required azea of rock layer: A x 0.83 = ��'c� . gpd x 0.83 sq. ft./gpd = �aa._ sq. fta��=�uyp 2. Select width of rock layer (10 feet or less) _ /o ft. 3. Length of rock layer = azea+width = Rock Bed �_sq. ft. + �_ft. _�_ ft. ;.` ..,...,.�.. ..,., ..,:....�., r•} 1•t.1.I.�.}.r.f.}•r•1•r•r•�• � ♦ {.�.�.�.�.ti.�.ti.�.ti•ti•�.ti.�.� �.i.�.r•r•r.�•f•� r•r•r•r•r•r•�• �dth 510 ft. i.�.ti.�.�•ti.��•�•ti•�•�.ti•�•ti.ti•♦ ♦.f.f.r.f•f•r•�.r �•r•f•r•r•�•r• 1.\.ti.1.�.1.ti.�.ti•��1•�•1•ti•�•�.♦ •I•I.f•�•I•f•r•I•t t•t•t•t•I•1•t• E. ROCK VOLUME �- �"g�' -� 1. Multiply rock azea by rock depth to get cubic feet of rock; (,�sq. ft. x �,oS ft. _�.. cu. ft. 2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards; �►� �u. ft. .� �_�_�u. ya. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. _ � tons. F. ADSORPZION WIDTH �`"'� ' "�' a�,w,aw s�, Lbk �..o.,. �b.., 1. Percolation rate in top 12 inches of soil is 4.� mpi M�tl�� Texture �.� �,'� cm� �_ .:.�., 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand ��20 �•� � d�ft� O.l to5 Sand 1.20 1.00 r�1 $p 0.1 to 5 Fine Sand" 0.60 2.00 6 to 15 ndy Loam 0.79 1 a2 3. Calculate adso tion width ratio b dividin rock la er tb co 3o t.o�, o.bo 2.00 rp y g y 31 to 45 s��c t.�m oso z.ao loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 61 �1 o cta��L°�' o2a �.00 1.20 gPd/ft2l .�� gpd/ft� = a-l�� Slower than 120 Cla - - "SoU Fuvins 507G ar mae d firK a vcy fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; a.�� x�ft = ae,� ft G. DOWNSLOPE I��WIDTH 1. If landslope is�o �more, subtract rock layer width from adsorption width to obtain minimum downslope dike toe �,L•r7 ft-�ft =�'L feet 2. Calculate Minimum�mound size based on geometery: a. Deternune depth of dean sand fill at upslope edge of rock layer: Separation l,0 feet b. Muldply rock layer width by landslope � reo� co�.�: to deternnine drop in elevation; , ,� r reec Ro .a Siope Difference s.v.�st,o� r..� , , Slop• Dfit�nne� :�_ et ��x 3 % '- 100 = .3 feet UDsIoDe W1At� c. Add depth of clean sand for separation (2a) -�-- r«� Rotk BeC WtAt� at upslope edge, depth of rock layer (1 foot) to depth of 1��.�� ooW��D�e1 t^ cover (1 foot) to find the mound height at the upslope edge of rock layer; J, 0 ft + lft + lft= 3,v feet d. Enter table with landslope and upslope dike ratio. Select dike mulHplier of 3.5� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3•S? x 3.o =�L 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.J ft + .3 ft = 3.� feet g. Enter table with landslope and downslope d.ike ratio. Select dike multiplier of y.Sy h. Multiply dike multiplier by downslope mouncl height to get downslope dike width: 4•Sy x 3.�� _�!feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; _ ' _ �� feet UDS10D�M'101� j. Total mound width is the sum of �- �•�� upslope dike (G.2e) width plus rock , ; Rock e a wiain � . /��i��t layer width (D.2) plus e UDti D� M��Ct� UDII�aD�W�Oth downslope dike width(G.2i)� a �� .-.�L teet 3 < > �_ft + �c� ft + �Z ft = ,�.� feet � � ': k. Total mound length is the sum of 3� oow��ioo.wiain ' 1�_r..i ' ;: upslope dike width (G.2e) plus rock layer length (D.3) plus upslope dike width (G.2e); t I� ft + c,� ft + � 1 ft = �� feet » + c.�d + ►� �Oa Totetl�nptn own ope ps ope 3:i �i s:t s:i �:i 3a �:i s:� 4t r.i e:t x�� 0 3.0 �o s.o �.o �.o �.o i.o s.o �o �.o a.o 1 3A9 1.17 S.?5 638 753 291 3.85 4.76 5.66 65/ 7.l1 2 3.19 �35 556 SSI 8.11 2.8'f 3.70 1St 536 61l 6.90 3 3�0 � l5/ � S.Da 732 8.86 275 �3S1� 435 5.08 5.79 6.15 1 3.41 U6 425 7.89 9.72 2.68 3.15 �.17 l6/ S./6 6D6 5 353 5.00 667 157 1077 261 3.17 l.00 1.62 5.19 571 6 3b6 S1b 7.1� 93d 1207 2.5/ 3.1� 3.A5 U] t.93 SAl 7 3�0 5.56 7.69 103! 137� 2!8 3.12 �.70 �73 l70 5.13 8 3.95 SBS e37 1154 15.91 2l2 3.03 357 �.06 l.�9 tBB 9 l.11 6]S 9.07 13.0� 18.9i 236 294 3.15 3.90 !30 tb5 10 �.29 G67 10.0 15.00 23�7 211 286 33J 3.75 �.12 4.t{ 11 1 Ad 7.14 1 I.11 17b5 30.t3 21b 276 323 J.61 3.95 �.2b 12 4b9 7.69 1256 21.17 �7.75 221 270 3.12 7.�9 3.E0 �AB F-17 P1nuP SELECTION PROCEDLmE E1D PEf7FORATION OF A PERFORATED LATERAI A. Determine pump capadty: �""�'" Gravity Distribution *�•�«� , �i,� ]. Minimum suggested is 600 gallons per hovr(]0 gpm)to stay ahead of � •. :�,��„�`�F,e,k�- water use rate. ,'' "•�,s•,•�,•• � .�,�� 2. Maximum suggested for delivery to a drop box of a home system is 2,700 .. . �M�;;�^„w""�"°"'°^'°", gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ..,;p„ '-N�a.� �z•�<Ea,. q e/R«t Iq« . ..• ' � PrfxelMn LK�IK�1 Pressure Distibution `"'"'"'"" ��""�~`�� 3.a. Select number of perforated laterals 3 b. Select perforation spacing= -� feeti a':."'.�,:�;«""° c. Subtra 2 fti from the rock layer length. �� -2 ft.=�,r�_feet d. Det rnune the number of spaces between perforations. Length perf.spacing=�_ft.+�_ft._ �.a spaces Rcquired Pv(oration Dixh e e. �spaces+ 1 =� perforations/latezal m g�11°"'p�a""°ce cgp�'� f. Multiply perforadons per lateral by number of laterals to �)3��y� �H�d e �2"P,, � �d� get total number of perforations. �; x � ,Q,,_�perforations. �f�� g� �' "��''-�� 1.Oa 0.56 0.74 SELECTED PUMP CAPACI'TY.�,�gpm 2.0�j 0.80 1.�4 B.Determine head requirements: a. Use for single family homes 1. ElevaHon 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�stem,zero. S feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. � p�P�L�"B� � Read friction loss in feet per 100 feet kom table. � Point of Dischazge F.L._ .Z. b ft./100 ft of pipe ti� b. Determine total pipe length from pump to discharge Elcvation Difference point. Add 25 percent to pipe length for fitting p�p �)-� loss,or use a fitting loss chart. Equivalent pipe length-1.25 dmes pipe length= F-l8b �,�.��x 1.25= 1 SZ�eet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying � fr;wa„�.,a.�ooa�P;a friction loss in ft/100 h by equivalent pipe length. Total fricdon loss= a, 4e ,x �S__�+100=_�feet 10 0.69 0.20 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 038 special head requirements,and total friction loss. �6 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 7 +�_+� 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 TOTAL�-iEAD _�_feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection 6o s.bo o.s2 1. A pump must be selected to deliver at least �gpm (Step A) with at least �feet of total head (Step B). S"P TESTING� ��C. 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 John Hallson Lot 2, Hallson Estates Goldenview Drive Orono, Henn. Co., MN Borings completed on 9-29-97, with a hand bucket auger. �S11RINC�lU_�E�.7- Elev.97.5 - MOTTLED SOIL AT 28" - no standing water present in boring. 0 - 16" Topsoil dark brown loam 10YR 3/2 � 16" - 28" Brown loam 10YR 5/4 28" - 38" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 38" - 48" Rusty brown loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 8=Elev.98.6 - MOTTLED SOIL AT 38" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 16" Brown loam 10YR 5/4 16" - 38" Brown loam to clay foam 10YR 5/6 38" - 48" Rusty brown loam 10YR 5/6 - mottles 6/8 BORING NUMBER 9- Elev.97.6 - MOTTLED SOIL AT 30" - no standing water present in the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 30" Brown clay loam 10YR 5/6 30" - 36" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 36" - 48" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8 Soil borings cont'd. BORfNG NUMBER 10- Elev.99.1 - MOTTLED SOIL AT 26" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 26" Brown clay loam 10YR 5/6 26" - 36" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 36" - 48" Rusty brown loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 11- Elev.99.6 - MOTTLED SOIL AT 24" - no standing water p�esent in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 24" Brown clay loam 10YR 5/4 24" - 36" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 36" - 48" Rusty brown loam 10YR 6/3 - mottles 7/1,6/8 BORING IlUMBER 12- Elev.98.6 - MOTTLED SOIL AT 26" - standing water present in the boring at 41", 24 hours after the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 14" Brown loam 10YR 5/4 14" - 26" Brown clay loam 10YR 5/6 26" - 40" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 40" - 48" Rusty olive brown silty clay loam 10YR 6/3 - mottles 7/1,6/8 2 CERTIFICATION N0.627 ST.ATE LI�ENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by �-P TestinQ. nc, on 9_30-97 starting at 1:06�m. Test hole location Hallson,�,ot 2, Hallson Estates. Orono. Test hole numberl. Date test hole was prepared 9_29_97• Depth of hole bottom�inches. Diameter of hole�inches. SS2.�L DATA FROM TEST HOLE DEPTI-I,INCHES SOIL TEXTURE 0 - 12" To�soil dark brown loam Method of scratching sidewall is�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 9-29-97.1Z:30�2m. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 incl�es of water depth in hole for at least 4 hours is�utomatic sinhon. Maximum water depth above hole bottom during test is�t inches. - —------- --------------- — -- -------- _ Measurement, Drop in water level, Percolation rate, Time Time interva�min inches inches minutes per inch_ Remarks__ 12:56 refill 6 1:06 1:21 6 5 3 15 min 1:32 1:47 6 4-11/16 3.2 15 min 1:48 2:03 6 4-1/2 3.3 15 min Percolation rate=�inutes per inch. CF_,RTIFICATION N0.627 ST/�"I'E LICENSE N0.394 PERCOLATION TEST DATA S��EET Percolation test readings made by �-P Testing�IR�.on 9_30-97 starting at 1:OZpm• Test hole location �iall�on L.�t 2 Hall�on Eat ,Orono. Test hole number$. Date test hole was prepared 9_29_97• Deptli of hole bottom 1Z.inches. Diameter of hole C inches. �52.11,�I�ATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" To�soil dark brown loam _ 10" - 12" Brown loam _ Mett�od of scratching sidewall is kt�ifg. Depth of gravel in bottom of hole is 21tLc�.. Date and hour of initial water fil(ing �30-97�,1Z:30pm. Depth of initial water filling is l�iu�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 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 12:56 refill 6 ___ ____ _ 1:07 1:22 6 1-3/4 8.6 _1_5 min _ 1:31 1:46 6 1-3/4 8.6 __ __15 min _ 1:49 2:04 6 1-3/4 8.6 15 min _ Percolation rate=$,�ninutes per inch. CERTIFICATION N0.627 S'I'nTE LTCENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing.�Inc. on 9_30-97 starting at,:08�m. Test hole location Hallson .�t 2, Hallqon Egtates.Orono. Test }�ole number�. Date test hole was prepared 9_29_97• Depth of hole bottom �.inches. Diameter of hole¢inches. �0�,DA'TA rROM TLST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is l�tlifg. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water �Iling 9-29-97. 12:30om. Depth of initial water filling is l�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 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 12:56 refi II 6 1:08 1:23 6 5-1/2 2.7 15 min 1:30 1:45 6 5-1/2 2.7 15 min 1:50 2:05 6 5-1/2 2.7 15 min Percolation rate=a,7�ninutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P TestinQ.Inc. on 9_30-97 starting at 1:09pm• Test }�ole location Ha114o�, i.�t 2 Hallson Estates, Orono. Test hole number�( . Date test hole was prepared 9_29_97• De�th of hole bottom j�.inches. Diameter of hole�inches. �,I DATA FROM TEST NOI,E DEPTH,INCHES SOIL TEXTURE 0 - 10" �soil dark brown loam 10" - 12" Brown clay loam __ _ Met}�od of scratching sidewall is knif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 9-29-97, 12:30�m. Depth of initial water filling is 12_ip�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�j�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 12:56 refill 6 1:09 1:24 6 4-3/4 3.2 15 min 1:29 1:44 6 4-1/2 3.3 15 min 1:51 2:06 6 4-5/16 3.5 15 min Percolation rate=3�3�ninutes per inch. CERTIFICATION N0.627 ST�T� LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 9_30-97 starting at 1:lOpm• Test hole location Ha11Qon.L�t 2 HallQon E4tates,Orono. Test hole number.�.. Date test hole was prepared 9_29_97• Depth of hole bottom �inches. Diameter of hole¢inches. �.�DATA FROM T�ST HOL,E DEPTH,INCHES SOIL TEXTURE ____0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall is k�if�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 9-29-97. 1�:30pm. Depth of initial water filling is 12 inches above the hole bottom. Method used to znaintain 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 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 12:56 refill 6 1:10 1:25 6 4 3.8 15 min 1:28 1:43 6 3-13/16 3.9 15 min 1:52 2:07 6 3-3/4 4 15 min Percolation rate=�Jminutes per inch. CERTIFICATION N0.627 ST�TB L?CENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�Inc. on 9_30-97 starting at l:llpm• Test hole location Hallcon L�t 2.Hallson Estates�Orono. Test hole numberl.�.. Date test hole was prepared 9_29_97• Deptli of hole bottom 1Z.inches. Diameter of hole�inches. �Q��. DATA FROM TEST HOI,E DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown loam Method of scratching sidewall is ls�ifg. Depth of gravel in bottom of hole is inches. Date and hour of initial water filling 9-29-97� 12:30nm. Depth of initial water filling is l�iu�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 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 12:56 refill 6 1:11 1:26 6 2-5/8 5.7 15 min 1:27 1:42 6 2-5/8 5.7 15 min 1:53 2:08 6 2-5/8 5.7 15 min Percolation rate= 5,.,7�ninutes per inch. PERFOAATED LOAMY Sallo CAP L�1YER OF GEOTEXTt�E ,�r'`=— LATERALS FABRIC PERFORATED IATERAL• i.`~ ''--�c-1 • __� .. . GRA55 COVER 6 INCNFS ' sarvoY �onrn soi� ` �" ` ��'''�:;+•�:.�'- TOPSOIL .' ��y , r�; LEAN SANO FILL .. / �' / ��1� � / :•�;�; MAXIMUM SIAPE—� � LAYER OF GEOTEXTILE ,; �-' �' ,!':- 3 To i CLEAN ROCX a' FABRIC OR 4 INCHES OF " ��y� ,�� ;r . roPso�� , To z�iz iNc►+Es „r PIAWED OR /. S�C HAY COVERED BY / � , / 1 DISKED SURFACE BUILOING PAPER ?�`�` ,}��/ /� �� sueso�L � .; , ,�• i�/ OR 2' .a��`'' / j,��,�� ' ,� � CROSS SECTION A-A PIPE �ROM PUMP� •��•� ' � i� �' � � _ _,y.. �/ �� f /• � ' PtPE FFOM : 3�•_ZI� + �, �r /.�, .,�� f� .I PUMPING CHAMBER CL�AN dOCK ��I �!•� � �� OIVERSiON F�R � � � � %�� ,;�' ," � '�l l� SuRFaCE waTER W � � ; 6� TOPSOIL'::•'' ��,, : / � — Y ��i �, � t � //� ��/ � � _ �� ':= ' ,� �( ,., � L--�.- - -�, �'� � i�'�:J .� %� / I- / �� . I � � �� c � 3 +tt PERFORATED � � �� _� •`' _ �'9�'/ i, ML�X � ,� tATERALS � � � _;: -�i ' �k. �2,. `•'�'�.. �I . �� :.J '. ,./^,n j � ..�,. ' S�pp � - �:;!J':;:::;'�;�a;: I � ; i sQ��EaN E --� ��- 3 "��?y:��;�M;',:�� , � � _ . "o �°�� '�.= ;:�..;_- � �.. F�ll 'SOD �6.. �;�; i... BED AREA � � � � : BR�kEN Y�R 1 -�'��"'� •� � �----�'� j � =- p ��"N �:�.. •``. _ -., .�� , � BaRRQ �RAI . � ' ° � ' W ' W I m A � ER �QYER - - � z z � - � . I � o ' o '_x_�._� LAYOUT OF PERFORATEO PIPE �ATERALS FOFi iNCHE � ; �'�Q ; � iNCHES - PRESSURE DISTRIBUTION IN MOUNp . � � � � � � �-'- - -� � � Oi►cE�O FEET�_biKE — �PERFORATED PIASTIC PIPE — MAX. TOTAL WIOTN EN� ONRCENTER.NPfJ7FORATION• Rf0/tA�lON SP�,NG I . 1 •, \ SIZE MAY 8E �/ia. 'hz, �•• iS � P�.AN VIEW viEw oa ��.. is 2�MANIFOLO � ENp pERFORATION OF A PERFORATEp UITERAL PIPE � � Woas Cover PERfORAT10N5 ON BOTTOM OF PLASTIC PIPE '' Tewew 40,• �s/ ��_ _ - —a � .:-�:.�: � '� ��lav�r of G�o��aUl�FaGk (or tar- =�IALTERNA7E LOCATION �O°�5oM �i0y� �w'��Oj"r°��'^�d �wo.co.�rw t�r rwin pop«► OF GIPE FROM PUMNI Pe�lo� lion pYleJ fieriton�alir • h�o c o N.o� roo END CAP 40ti ` y�/�plu� A� lw�l 12'�e EOp� RA o� Fl�ld Hock :'� ol Rock Loyu p �ArE 'P..�a��o,;.��.a o� /� FpRAfE 2�PIPE FROM . c�•on sone lny.. aona,� oi �ai..a �� F PER PUMPING CHAMBER '� � � ' .-.... - � . . . --. \ /�f NGf N e�i��PloUtnp $o��e��,ys�«in.a F-8 r ( .� • •�� . '{ �'��1��, y�� . 5 ' REow000, CED o� WATER TIGFIT � �OCKABLE ELECTRIC BOX—� TREATED POST�4 x 4 min) ' PLUGS OR ELECTRIC CONNEC710NS /—ALI� EL�CTRIC CONNECTIONS MADE 2" PVC CONWIT SCNEDULE 80 I__ INS DE OX MANHOLE COVER CHAINED 9� LOCKED 6�SpT SE�TLEMNTER CORD FOR SEALED MANHOLE RINGS � .FINAL GRADE �' AT LEAST 12' ' � BE�OW GRADE UNI OtJ WIRE FROM POWYER SUPPLY - 'i PIPE IS LAID ON A UNIFORM SIOPE FROM • /}� , F6R PROPER NORAINBACK�� TREATMENT MEA SEALED TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN UN�ON. TO GET EIEVATION FOR DRAINBACK, PLASTIC ROP� OR CHAIN Q �/� INCH WEEP HOLE MUST OE USED WITH ANCHOR---� — vyEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICA� CIRCUIT NOTES� ELECTRICAL WIRE FROM POWER SUPPLY , S�R_T_�V�9_— � _ MllST NOT RUN OVER ANY TANKS BUT r ' MUST BE LAID BESIOE OTIIER TANKS 3� J ,� ALONG UPOSBE PLl10ED IN CONOUIT _ SHUT-9.E,F�,EV�L�Q_ _ EIECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTF20L FLOl1? CONTACT. �� : Figure F-S . METAL COVER � �� _.�;, .�; _,�_ ,�; �`-� y,. 'k � . � ., � � •. � . I�� , --� , y: � •!�: (; � �y- I > % � I j I � � � I �i�_:r^:�-:'_.-. .•: � CONCRETE �z��' MANHO�E RING � I � METHOOS OF SECURING MANHOLE COVER TO PREVENT i � UNAUTHORIZED ENTRY iFigurc C-14 x � ��VERT.ICAL SIDE�ALL SEPTIC T�1K • -� .�'�-FINISHED GRADE � )' � �AT LEAST ' 6"TO 12" SOII. AT LEAST 4" OIA. COVER 4" DIA.� �� AT LEAST I" ' ` AT LEAST I'� M�K I .: . ........:.:..... _ I � ..,...... -�--''. _� T t A DIMENSIONS FOR TANKS WI7H VERTICAL SIDES A ' - WIDTH. W 24' MINIMUM _ LENGTH' L 2 TO 3 TIMES THE _WIdTH _ B DIAMETER 60� MINIMUM _ � l DEPTH� 0 30' MINIMUM: 78' MAXIMUM C � —��- — n o.z o r - �AT LEAST g �� 6" MINIMUM;_O_2 D MAXIMUM – 6' - 3' c o.4 0 _. .----- - --qT LEAST 4 FEET-- —' —"�' NpiFS: � �. 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I' INLET �' SCVM , OUTLET 'J'ti;•�011TL�,E LEVEL' �-' I .`� Y . •�x� �� ' r �- - � � S'. —•• �—•� — �r� •� _.._ SCUN1.CLEAR SPACE-�_ � -j. , r CLEAN OUT TANFC WNEN� J � T 'k�IS 3' OR LESS OR K. — -- — _ �3 _ _ _ �y � 'B'IS 12'OR LESS � ,�: '��, . , �, �;.� Yi � iti.�;�','��.�: . , . .•��: . . : ;� .,� BI.ACK COIAR x' �'�1'��;;i:�A:c.'• SLVDGE ;} D15TINGUISHES SLUDGE 'A,'"•!�:�ti f • • • - '' •; LAYER FROM �IQUID �. •�• •.'• :.• �Y ..a.: a iTi% . � ,p.. :5:�• :�►`., MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK � o CERTIFICATE OF SURVEY FOR � PILLAR HOMES ' OF LOT 2, BLOCK 1, HALLSON ESTATES SECOND ACDITION �- HEI�INEPIN COUNTY, MINNESOTA � � ; ----------- ; ; �„�,:,.. , 5 89°10'05" E 346.18 � „e,.s� � ��N�.11 -___ __ _ _ ___. _ .. _ .. _ _ _ _ _.. _ '___ __ ______ _ _ __ _ __ ___'" __.. _ _ _ " _ _ _ _� � � (�n15�� ' ' � ; � 1 \ .....____.�_._._.. � � \__ � ' r.�o/i�<<r s'�,�\` ; �. _ . 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COMPLETED _�,l �-� ADDRESS �� '-- Z�� • � OWNER CONTR. _'X " �5 ��" TELEPHONE N0. � DESCRIPTION ly� Ot FOOTING 11 MECHANICA 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q O5 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOL�OW-UP Q = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING fINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEE OU:_YES_NO � COMMENTS: �� . � , w --' , � � �� a � - � O � � O � W � Q � Z W � W � j d W ORK SATISFACTORY:PROCEED PROJECT COMPLETE � ❑ CORRECT WORK&PROCEED _ ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL RETURN C' STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED Cl INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Caii for the n t i pection 24 hours in a vance.473-7357 OwnerlContracto Inspector. � �� White Copyllnspector's File Canary CopylSite Notice ATE,� TI� CITY OF ORONO CALLED IN � --�� INSPECTION NOTICE /0�I�� SCHEDULED PERMIT NO. � COMPLET D ADDRESS � Y� OWNER CONTR. � TELEPHONE NO. � DESCRIPTION /�-�i �?'� ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FI�LING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 S P MAINT. 21 COMPLAINT v 07 DEMO-FINA� SEP IC INSTAL 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEP INAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTORTO/MEETY U:_YE� O � COMMENTS: � � � » 7 r W � � � J "'r O � j � Q � W � Q � Z W � W � j d � WORK SATISFACTORY:PROCEED PROJECT COMPLETE W Cl CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTO TAKEN INSPECTOR WILL RETl1RN ❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED Cl INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor n inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE � SCHEDULED � �� PERMIT NO. ',�� -�'�' �' connP� TEo ' ' ADDRESS / � � OWNER CONTR. � TELEPHONE 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 Z04 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 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YO :_YES_N � � � COMMENTS: " S��i I � � � � T v J � � J � � O a � O � W � Q � Z W � W � � d W� WORK SATISFACTORY:PROCEED il PROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR RE�NSPECTION TEMPORARY � BEFORECOVERING PERMANENT CICORRECTUNSAFECONDITIONWITHIN HOURS. CPHOTOTAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the xt'nspec on 24 hours in advanc .473-7357 Owner/Contractor n i • , tnspector. �� White Copylln pector's File Canary CopylSite Notice ATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED D �� PERMIT NO. C MPLETED ADDRESS l� � � �� OWNER CONTR. TELEPHONE NO. � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI �3 EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMEN . � Gl'�t. .S Q GL Q�'vv� � � � � O � o ►�n��.s�t re,,u e�.. a 0 � W � Q � Z W � W � � d NORK SATISFACTORY:PROCEED "_; PROJECT COMPLETE W � ❑ CORRECT WORK&PROCEED �1 ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WtLL RETURN C,: PHOTO TAKEN ❑STOP ORDER POSTED.CALL INSPECTOR Ci CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContract o ite: Inspector. White Copy/lnspector's File Canary CopylSite Notice