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Home My WebLink About1998-010784 - new septic system PERMIT � "�ITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 ��=.�� i��i�.`' Permit Number: i Crystal Bay, Minnesota 55323 �_t��_�,��_�� (612) 473-7357 Date Issued: _ _ _ _ =�'�%.,_�. ..-s;r ---.__.__ Sa i� ADDRESS: �_`.�, ��ii•,�..f_��; `:;�`+;`_; FS — —�i—i_::J:7`; ��:��'�'9�-rpn�:.. ��4€��A,;:::,. �� rr;:�x��.. _.::..::=,-:�;:�:: �- '_ _. ._.. ___----_. '_' ;}.'. -.-. ��.�'i�" . - . ��NTRACTOR: _ �;�,�,� i _�:;�;_. -_ ' OWNER: �;�`��_`�; �;;.i_i=i'd`n?.L i�#�.� �ii�?'�s i ;r,;� �'Y�,-�i�� -!'E(�`_''� _. __'�!�'s =; I �s� _ '�� :-�!1[.�!Y-,.,'z F-`..'-:'._:`.�� =x��;��'`_ � _ ``f�,s =�`_`�='' _'=°{=<i'1�� t� c��:�� - _ - -- -:i �_ _ � _''. .�� ;4�;4�!~t;`��i:�;�,��^i �"�,.� ;�``:_!�}`=_#�� . .`._.'��c.s`i�:� w��=_}I`•= , __� ;'i=�i�.,� ;�!_ 3-:.`-_�_ , S i��>;,��'- ._. ..'.+ 4 3_ . . ...... .. ....+�� ._ a ._e .....L . ..� , _' i.#`. ':E:.�.� ' � _f"':'. '_ f'i j :f� ' ' r : . • . -...... __...... 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APPLICANTiPERMITEE SIGNATURE ISSUED BY:SIGNATURE • � CTI'Y OF ORONO SEPTIC SYS'I'EI�I PERiI-IIT APPLIC�TTON Box 66 (2750 Kelley Parkway) Crystal Bay, I�I�t 5�323 , r JOB SITE ADDRESS: � Occupanc�• Type: Residential � Commercial Other Permit T�•pe: Netiv or Repiacement Sy�stem, �a100.00 - Repair Existina System, � 50.00 ' (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Osvner's i�'a.me: , � y��^� Phone\'umber: �5� '�f�:/ I1�Iailing Address: City: �P� Contractor's Name: e.s �� 1'honeNumber: y-� �- �7 b c- �—T�? � City:/�l��.S-��l Zip: 5-�"3E � I��Iailing Address: Z i. i ,� --- 5r� S E � - � DO \TOT I�ZA.II� PA.I'�IYIENT ti�ITH THIS APPLICATION GE\rERAL I�'STRUCTIONS 1, Applications for sep[ic system permits may be mailed or submitted in person at the Ciry Offices; however, permics will not be mailed out. The permit must be picked up in person at the City Offices and work must no[be;in unless the permit card is on the job site. 2, Permits will be issued only to con[ractors holdin� a City of Orono Septic System Installers License. 3. Ali work must be done in accordance �vith the approved septic system desi?n. Desi�n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4, The followin� inspections will be required for all septic systems: _ A. Pre-installation site inspection to include inspector, installer, and general eontractor. B. Tank installation prior to coverinJ. C. Drainfield trench installation prior to coverin�. For mounds, inspection is required after rouQh-up but prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribucion pipin; installation in the rock bed. D. Fi.nal 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 Certifica[e shall be present durin� inspections: A 2`�' hour notice is required for all inspections. � NO�'E: Applicant rriust initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. � �?� 1. I have received a co of the s stem de '� ' ' Q py y si�n includin� the Ciry of Orono Septic System Approval Cover Sheet. � 2. T �vill be installin� the followin�: A. Tanks: riPrecast Concrete Other Manufacturer�A�`''� � Tank Capacities: 1) t� �al. 2) 5'CX� �al. 3) � gal. B. Pump Station (if required) ��,,, �� Pump make & model (,c�r US�I (attach pump curve & literature); system desi�n rzquires 3 ; gpm at L � 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 l J 'x �;� ' Drop Boxes Sand bed dimensions lo;� 'x_�3 ' Distribution Box Pressure Dist. Pipe Diam. / �, ,� Maniford Pipe Diam. z " D. Final Cover/Topsoil to be: �bonowed from sice �w location on site plar) 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 that all statements made on this application are complete, true and correct. Si�natureofApplicant: � Date: � � s 'S � MPCA Certification No.: Cq �� Staff Review: Approva� Denial � Reviesver: Date: �'�-�`��_ � v Reason for Den.ial: t � ` , '�v �.� CITY OF ORONO O � SEPTIC SYSTEM A.PPROVAL O y, �. �� t._�� - '?4�.1.h � - �r .�. � •4 �. � ._� . �- � �ITY of OR��'O ,� , �,� :s.b �, ,� 1�;5,�,��5�'��'. �1, Mwk,pal offxes ,� � 't��e� �y Post Office Box 66 . ,��g ��`�J��,�G c�y��Bay,tr�ta s�i3-oo� kESH� � LOCATION: 525 Hunter Pass OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing, Inc. REPORT DATE: March 1, 1997 The City of Orono has Approved your on-site system design as of July 2, 1998 (approved-disapproved) (date) with die 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 ins[allation. 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 wi�l� not be granted until tl�e Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed wi[hin 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 O By_ Stephen c an, n- ite Systems anager TELEPI IONE—473-7357•FAX-473-0510 �-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 , March 1, 1997 Jyland Development Lot 2, 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 - HcC2 - Hayden clay loam. The seasonall�y saturated soils were located at 14" to 24" (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 future expansion site is a pressurized mound system split into two rock beds each 10'x32'. The effluent would be delivered by installing a supply line to each rock bed with the pumping 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 10.6 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 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 tumed over, just break up the sod, be sure not to over work. 1 � All neighboring wells are located greater than 100' away from 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 constru�tion. 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 shoutd 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 manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. , Steven B. Schirmers , 2 `� _ � �c w�–ti�No � / � � 't"ab9.� -- �- 1 �+ ` � / � I _/ / � -—_..__—�� — � k5 0�.1 � � �ti�S.V / � �� " -�.9 s5o �-� � 30 '�-= �'. � � ! �� -�._]-- -- 1___ i i ---- 88 v �� Q� ��y3.0 �I r,, _ , k,�-.- � 3�� "`� � }' � +q8o ; 1 � � �� i�_ ' � �� 561..�� . �� . ` � t .I � I r�+q`�•,.� 9ey ._so'- 1 � 1 � I ,�� `�� \ �aa,. s10 ' e�e°7•o �� a �!,<s.o �i'A2'O \ � � a ''a 1. , � 9sS.�; � �o'YOs'�F: �€Za �"" `�� \ • `'89.4 �� .� t�.� � / R�T�P� `9 I —1 n L- \ \ �_ \ .\ � �`� L1�Avri 4� J.o' \ ti�__.+_ __-� -�qµ�.S � ili P2w�� ,��i- —._� q9i.� 4�a4o�v � �...��5� oi ' nr�-� ,-i'�" ` \ �� v�Cv¢� -f14r\�� I�\ , �'� 99U ' �,cP/��aS�ui..l � � � / \ � i �k"�'Ff}� �.- Joi�c3y� ,1 Roc w ti"�v5 \ \ ,\ - _, � � �� \ � \ � , �u� ' A � � � � t 99 y `� � N � �_��,,�� c�TY oF aao o +q�o '�,, ��'''" BUILD�N �. M / ki��.s U�isPECTOR �� 1�'�`� Au_ ��Av�( �c��,4r-,�ir�-� orr� o� � / � �.- PERMIT NO �f1-►� �v�os� -(��-t'r^�a-r R�s �i��ov� �PrTr�S"'rG� GOT;`rSYh�G-�(1D)-1. � APPROVE�AS SUBM�T�� O�ED k�o��.� p APPROYED WiTH CORRE�C�'T14N R �� , t� -t,o�s., ❑ NOT APPROVED—C� N�,� u be�one }�ova.� �' These commeM�are fot y��0��0n' 8nd onlnD � t9f34 p �o�.\�- liance wlth a M a p p h�bie��y�� . ' �oo� `t� �\ �.o R�s,�� in full comp� � ��.�-'f�-�"��'� Requirements including ltems no��'� �rAE6 _ a y�d} _ ,��1$ � �� +ooy �'`� � \ ag�c x� KE�P 7HIS PLAN SE7 ON StTE AT � � � �SS�s�.�a•+�-'��r.s v� t�__� ;-+��- -- �y"�� i= SQ PiYJPERTY CF- �`fLA�b ��J , lu�,_ ° �. �O°`'�� Percoiofion Tests Sca�e= � 3e �\�'�'_'�� , , -. �o�2�_, ��5 t-#ut��- 'PASS � ��y d,5oil Borings L��----�� k�oos.3 �Benct: Mork s�YD?s-u M �1 . 1--�'�-��►-1, Cc� . - : '�Ws.s `� Note= This system is to be constructed to meet ,� Ihe Minneso�a Pollution Control Agency S-P TEST/NG/NC `�- Chapter 70R0 & Local Ordinance l� � �-�- �'� Oeyqned By: � . [ _ Note : Check all undergroUnd utilities Do�� /3/5�, '=s�.6i2-497-3566 � ; � -- � '�4 � \M t I � ` /o�a� L`E� �ot,lc. RE-p _ _ �_ ` i ' � . . ._ . I �O ' � � � � - D45 - 3•`6 ��`/ooL.► 4.�' � /,�y�s q !v�_L . P�A�J v��.�! �`�` - -�--�°�9 SET- BACKS ) 3��_-/�•_� ao � � F � HOUSE Syslem must be� Ton'R �� from property lines x - S��'��"'a �'}}�r{�" w��—• �� ay�rh�.T � from wel!s Wp,�,�o�-f ?� from b'.dgs. 75��9 ="Y;,; ireatmen! orea =�frorn lokes, ._ 1 ond switches must be locoted in a Treotment oreo 'w� from property lines NOTE�Powe� supp y M A�N Ho c�S �„�� ' � ' weother proof encbwrz artside the pump�ng chomber o�d manhole �aceF,c� � �,<<om we'Is ?� �rom b.�gs. � ' � .�.� /�.'from trees '� � SOIL BORI(�G EI.EVA110NS � � J � t I a�min. � � —� . . TH 7 ��,-9ss•a -1'�'�1a -ioo3.1 � i � �„d�a.su _ g�e�O/O�f l r��i.�J1�'7 . , - �,yo' TH.`°� E�.-9.2�s � Tonk Tonk �:� P�SSURE DISTRIBl1TI0N MOUND SYSTEM » ^ Orop 10 Tonk � � TH,io �L:9909 ' Pumping TH.`l1 EI.-LL2�i•L N�in, i�io 8� �. � Mox.l�to4� � ��P '��-1�S Sla�A`.�oc�J Chomber El.�1/AT10V ot PROr�OSEO PUMPING I C'-{AYBtn-9�sS.o ��zv, �wv+�v 9eo..o 4�t0 6��dia.piae AQv�� .�544 �'C3u�L1L"9Rc.,� 1 SYSTEM DESIGN -MOUND �� LouJ�s� fwog - 9�t�.0 TYPE-�, � BEDROOM , Averoge percolofion rote d•L min./inch (design.83sq.ft treotment area pergal.of daiy sewage flaw) �So gd./day x.83sq.ftlgol..�33 sq.ff,of fireotment area +10%=�1.sq.ft. (.-: IOft.widih=5��ft.length of bed area+side slope run�.fo 1 x�heigFt=��ftxlol_ft.lav�n•orea needed) � Clean rock needed- ` sq.f t.f�eotment orea x •0 5 depih of rocfc_2!�cu.ft=27=�_cu.yds,(3/4��io 2!/��db. ,includes 2��of rock obove pipe) ' ��'-� qeon sond fill below rock needed�c2_.a.yds. opprox. sandy bam bock fitl��a.yds.oppco�, topsoil 6�.��cu.yd. �v�. 5�R ub o��-f1� • ot. O � uJAstt�o ' �Sc�GGLMt^��9._."CO Ao0 �o°7c 'C� T_OPSO�L.EOF .1�4�rc�-LsJLA�'S3�QP��Yv) N u m b e r o f t o n k s re q u i r e d�—, Ist tonk z � gol. ,2ndiank �o gal.mini�rxms fvws Pa,,,Q�N�u ��amp�Q- i Pump'ng chomber capacity- 25'/0 of daiy sewoge fbw of�gal.=.L��gal+reserve s�ange of 1 S 0 y�1/Bl��gal.+pipe boc�c dror�oge— pRpp�RTY C�= � L- � of��gol./IOOlin.ft.of�rdia.svpply pipe, lin.ftneeded3i�, �3 gol.�manifo!d J'�ga1./IOOfirLftof�udia.pipe,I"n.ftneeded � ,_�gol. . � .$�� u ; total capacity needed3�.�gol.(Plus area for pump) us� r,»,�. I�.So gql.caP. � . Co. � ! � � Oistribution pipe 1�da. , L�lin.f t., ��3 dia. perfo�atans�l��oport �. ,- Pump size ��+hp. (pumpoble copocify�_gal.4cyc{es/day� LZs�o y0 ' H�Ao P¢��s ��S��.f�'�'� 39� aa� 1 t,,,,n_,� ,S-P TEST/NG / C. ! - _ Nole� When , �anstructing bed - , tnis qreo shoutd be shoped Note- �istonce irom ireotment oreo to ne�hbor�nq r�lls—. � r�e5i ned 9 �• to diver� run-ott trom entering ireotment oreo. ��-i1'�^� '�� /vo ' ; � y� , Oa�c=3 /�,/�2 , PH. 612-G97-3566 . , . � , • MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. �.�w &timated Sevaae Flow�itt Callons pez D�Y(gp� Estimated �so gpd ";'r°et ,ry�� .p,�u �y�iu Ty�rv or measured - x 1.5 = - gpd• a�� 2 300 71S 180 so� 3 �30 300 218 •r B. SEPTTC TANK L.IQUID VOLLTMES • , 600 ��s zs6 .� S 730 450 29{ � )�1�.Sc� � 1=/DO D g�OILS 6 90� 525 332 '"° 7 1�50 600 370 �� 8 I200 675 408 C. SOIIS(refer to site evaluation) N,�� -- �-- Tr�t c+r+n-�► L Depth to restricting layer= ►y"�- a ti" inches`�i i a*�� °r ''�, �.... se�°°ms � w= 2 Depth of percolation tests = � a" inches 3. PerCOlation rate J o. c� mpi Zi«`:` i oSOoo i'.'s'�oo 4. I,aztd slope �) % �a a l�,o'S0°oo � wQ 9 Ses fiy C-6 (x 1S) D. ROCK LAYER DIIv�TSIONS , I. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = �.�-8Pd x 0.83 sq. ft./gpd=�3�sq. ft.+,��: ��yp, 2 Select width of rock layer(10 feet or less)= iv ft. 3. Length of rock layer= azea+width= Rock Bed le�d 4 sq. ft.+ �,5�ft. _�_ft. ,.,.,.,.�.,.,...,.........�.,.,.ti f.r.f.r.r.r•r•�•r�.�•r•r.r.f.r• �.�.�.ti.�.�.�.ti•ti•�•ti•ti•ti•ti•�.ti.ti r•�•r.r•�•r.r.r•�•�•r•r•r•r•r•r• ti.�.�.ti•ti•ti•ti•ti•ti•�•wti•�•�•ti•ti•ti rdth 510 ft. r•r•r•r•r•r•�•�•r r•r•r•r•r•r•r• �•ti.ti.�.ti•ti•ti•�•ti•ti•ti.�.�•�•ti•ti•ti .I•�.I'y.r•�.f•I.�I•r•t•f.f.f.�. E. ROCK VOLUME ~- �'�' -� 1. Multiply rock area by rock depth to get cubic feet of rock; c,�,sq.ft.x �.o ft. _�,cu. ft. 2. Divide cu.ft.by 27 cu.ft:/cu.yd. to get cubic yards; �1`d cu,ft. +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. _�tons. F. t�fLJV��N�D� L�.1 �'{ l.014 Y�'I 1�Y�dtl�Slru+ Lbk 1. Percolation rate in top 12 inches of soil is �o,� mpi n�a,�«,r�� °-- ��°°°' �,.i�,,,,,�,pRa,�, SoilTexture �,� ":,,"' (mpU �.. .�.. M 2. Select allowable soil loading rate from table; Faster than 0.� oarse Sand i.2o i.00 0.1 to 5 Sand ].20 1.00 �y,,5� gpd/ft� 0.1 to 5 F►ne Sand" 0.60 2.00 6 to 15 ndy Loam 0•79 ��2 3. Calculate adso hon width ratio b dividin rock la er 16�o�o t,o� o.bo 2.00 � � }� g }� 31 to 45 Silt Loam , OSO 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo c�ay�.oam o.as 2.6� . 61 t0120 Clay � 024 5.00 1.20 gPd/ft�-:- .�I S gpd/ft�= a.(,� Slower than 120 Cla -- »Soil havie+s 501G oe mae d tux a vcy fux iand 4. Multiply adsorption width rario by rock layer width to get required adsorption width; ,�� 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 '2 L`r7 ft-1sZ_ft=�Z feet 2. Calculate Minimum•mound size based on geometery: ' a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1• � feet b. Multiply rock layer width by landslope ' "n`"�c°"•� to detennine drop in elevation; �� reoe Ro ea Slope Difference Seperatlon ta�t ��X�%i 1�� _ .� #eet SIOD• ��iference _�_ et UDSIODe WIOtA �. Add depth of clean sand for sepazation (2a) -�-�eet Ro�K e�a wiatn at upslope edge,depth of rock layer (1 foot) to depth of ��teet OownsloDe wlOtn cover(1 foot) to find the mound height at the upslope edge �-�eet of rock layer; l.� ft+ lft+ 1ft=�.� feet . � d. Enter table with landslope and upslope dike ratia Select dike multiplier of � .y� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3•,� x 3.tiS =�_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•4C ft+_�ft= ��a_feet g. Enter table with landslo.pe and downslope dike ratio. Select dike multiplier of 4, �t, h. Multiply dike multiplier by downslope mound height to get downslope dike width: 4.a x 4.�� _�.Z feeE 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; _ ' _ ao feet :...;:.:>:::.:...:::� � � { > UDs10D�WiOt� �tj > } . ... . j. Total mound width is the sum of .'-�-�°•� ' � ` ' ` •;,� r.•.::,.,:•,::::•::.�:s:::.;•;.�;4� �3t�5� > .......... . . upslope dike (G.2e)width plus rocic �� >`�_�� y � :;..::::.>: :..::.;:::.:�:,s,E;<i,i%#; R CK D10 WIOt11 � layer width (D.2)plus ` � ��` � � i T .� o UDS100�N101� uo � o•� � ��f��l ;;y..:. downslope dike width(G.2i); o ....... .. ' < � <�`"° >� � . . �3 ft+�ft + �� ft = L 3 feet � , ` � y3 ' Downsioo.wiatn k. Total mound length is the sum of - .��..� } tik�t•�` E N � > v�t t u slo�p dike width(G.2e) plus rock layer `�:::,..:...;<;>.::>:..$:,:.<<,%<�.�'�{ �7' `.�:>:� ` P r� ...#•:::.::.�.,;r:yc;:;;�^.�#�i;.;�::,::;:::. ,..:....:..:.. � �.:<ii>iri'?iS.ii::$i:5'••i.::;i,s,•r x �.�, � , <:: lenQ}}� (D.3) lus u slo e dike width (G.2e)• '�` t:��`�:::"`..t��:�:`::;::'�� ` ' P P v>.�:<:.::.::>,:;::::�<.::..>::�<...;,.., �.;.:>..,:>� :<:; O"' P , >,.:.,:.,.....K.•.,.».;>•��t;%ti �tfa+'� •o:>.o•:::::.:o:.: ,.i;k^;�r•;;`•.,•':,:<::,•. �. r•ya,a,::`:;�:•t>,��S :.;.:.;: ;. v:;,•r:... t{ .•.� '+t .. a..::':: ) '..`:::5:`:.:::�:�5:}.:::.i:;f;ii:2:^::;ii)a't';:8'y`::?Y;:i;�?+,:Sii:;?'>.'•;:::Y.� � - i � �3 ft+�ft+_f�-ft= �_feet "............... ..........�:«.::< •:::...:...::..�i::nr.•.:.:'.:.:.�.,... •..:vn�:'%::r.4.vv... � ::� a u .�- v t� t ac� /o� - . TOtal L�nptD � ope ps ope 3:1 �:1 rxl &3 7:1 3:1 �:1 S:1 k1 7:t d:1 x 0�� 3A 4A_ SA 6.0 7.0 3.0 �.0 5.0 GO 9.0 8A 1 3A➢ �.17 5.26 63! 7.53 291 3.85 4.76 5.66 G54 7.{] 2 3.19 �35 SSb 6.82 6.1� 2.b3 3.70 �St 536 Gl� 6.90 3 330 454 S.E6 7.32 l.ab 2.75 3S7 435 S.OB 5.79 6�15 !�.__ 3A1_. _. 6Q5.._ 7.E9 ._ ... ..9.T2 266 �L�;� �.17 tN 5.46 bA6 5 353 � 6.67 157 1QT! 261' . -3�3 1.00 �.62 5.19 5.71 6 3.66 S1b 7.14 9.33 1207 ?S4 3.Z3 3.85 L�3 �.93 SAl y ;,ep 5S6 7.69 303� 1773 2td 3.12 3.7D �.21 �.70 5.13 8 3.95 5�6 � 115� 15.91 242 3.m 3S7 l.W l.�9 �.88 9 �11 G2S 9.0'1 13.0� 18.92 736 29� 3.15 3.90 t30 4b5 �p «9 6b7 l0A 15A0 233� 231 286 333 3.75 �.12 4A4 11 4,{6 7.14 11.11 17.65 30A3 21b 2�d 3.23 7.61 ].95 �1b �Z 4,Lq 7,69 1750 21.Li �.775 221 270 3.12 3.49 3.80 �.OB � F-17 PiJMP SELECTTON PROCEDUR& .. � E)�D PERFORAT�ON OF A PERFORATED IATERAL A. Determine pump capacity: w-•w« � Gravity Distribution T.,..,, 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of r:�•� ••��"-- . �•�•w�r saw taNr •�"w c»»ew rawk�o.ia.- . � WBte'I ll$e Td�. . . •'Mre�rw„yeprj ra�cwww 2. Maximum suggested for delivery to a drop box of a home system is 2,700 , ��^��^a��t°^�°��, NM Ca0 War Tw gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,.,;P„„ .;-u�a.� �:•�.Eay� �. .�w«��,« �::;•::�::. .. _. . . . RAaaNir lau�M a� Pressure Distibution � �� """"`°""' 3.a. Select number of perforated laterals 3 b. Select perforation spacing=_�feet °fj"°'�'"'"°�"'�"'"° e.i...v�.�.sw�..n. c. Subtract 2 fti from the rock layer length. �� -2 ft._�.�_feet a«k rre�u d. Deternune the number of spaces between perforations. Length perf.spacing=�.ft.+�ft._ �� spaces Requiied Perforation Diseh e • e. ,�spaces+1=,�_perforations/lateral �+�u°��+�+°te c�*'"`� f. Muldply perforations per lateral by number of laterals to 7�3��+q. DH��Se ;�z maP,, �a�,,�, get total number of perforations. ,�-3; x �„ ,�_�perforations. (fe�U g� � X��`-�gp� 1.Oa 0.56 0.74 SELECT'E'D PUMP CAPACTTY��gpm 2.�b �.8� 1.04 B.Determine head requirements: a.Use for single famil'y homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications ,�) feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. �_feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. , �P��8� , Read friction loss in feet per 100 feet from table. � poinc of Discharge F.L._ .�,l. f�/100 ft of pipe /�� b. Determine total pipe length from pump to discharge pevation Difference� 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 �4� x 1.25= D(� feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying � fr;a;a„i«.��oon,rP;a friction loss in ft/100 h by equivalent pipe length. 10 0.69 0.20 Total friction loss= '�.• le x 3v0 +100= � feet 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 friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 2.7 +�_+ `d� ?S 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 2.64 039 TOTAL I-IF.AD U b feet � 45 1a.73 3.28 � 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection bo 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). . , .7-P TESTING� �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 , LOGS OF SOIL BORINGS � Jyland Development Lot 2, Block 1 Hunter Pass Orono, Henn. Co., MN , Borings completed on 2-22-97, with a hand bucket auger. ' BORING NUMBER 7- EIev.985.0 - MOTTLED SOIL AT 1-1/2' - standing water was present in the boring at 3'4", 22-1/2 hours after the boring. 0 - 6" Topsoil dark brown loam 10YR 3/2 . 6" - 18" Brown sandy loam 10YR 5/6 18" - 40" Rusty brown clay loam 10YR 5/6 - mottles 6/8 40" - 54" Rusty gray brown clay loam 10YR 6/3 - motttes 6/8,7/1 54" - 60" Rusty gray brown loam 10YR 6/3 - mottles 6/8,7/1 BORING NUMBER 8- Elev.984.4 - MOTTLED SOIL AT 1'8" - standing water was present in the boring at 2-1/2', 22-1/2 hours after the boring. 0 - 20" Topsoil dark brown sandy loam eroded 10YR 4/2 20" - 26" Rusty dark gray loam 2.5Y 4/2 - mottles 6/6 26" - 36" Rusty gray brown clay loam 2.5Y 5/3 - mottles 6/6,6/1 36" - 60" Rusty olive gray clay loam 2.5Y 5/4 - mottles 6/6,6/1 BORING NUMBER 9- EIev.990.5 - MOTTLED SOIL AT 1-1/2' - No standing water present in boring. 0 - 6" Topsoil dark brown loam 10YR 3/2 � 6" - 18" Brown clay loam 10YR 5/4 ' 18" - 32" Rusty brown clay loam 10YR 5/6 - mottles 6/6 32" - 46" Rusty olive brown loam wlvein of coarse sand 10YR 6/3 - mottles 6/6,6/1 46" - 60" Rusty olive brown loam 10YR 6/3 - mottles 6/6,7/1 � Lot 2, BIk.1 Hunter Pass soil borings cont'd. BORING NUMBER 10- EIev.990.9 - MOTTLED SOIL AT 1'10" - standing water was present in the boring at 3'S", 22-1/2 hours after the boring. � 0 - 14" Topsoil dark brown Ioam 10YR 3/2 14" - 22" Brown clay loam 10YR 5/6 22" - 40" Rusty olive brown clay loam 10YR 6/3 - mottles 6/6 40" - 60" Rusty olive brown loam 10YR 6/3 - mottles 6/6,7/1 BORING NUMBER 11- EIev.1004.6 - MOTTLED SOIL AT 2' - No standing water � present in the boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 24" Brown clay loam 10YR 5/4 24" - 48" Rusty olive brown clay loam 10YR 5/6 - mottles 6/6,6/1 48" - 60" Rusty olive brown loam 10YR 6/3 - mottles 6/6,6/1 BORING NUMBER 12- EIev.1003.1 - MOTTLED SOIL AT 1'2" - No standing water present in the boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 14" Brown clay loam 10YR 5/6 14" - 32" Rusty olive brown clay loam 10YR 6/3 - mottles 616.6/1 32" - 60" Rusty olive gray loam 10YR 6/2 - mottles 6/6,7/1 , 2 CER'TIFIC�iTION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET , Percolation test readings made by S-P Tes�ting,Inc. on Z_23_97 starting at 11,•.41��. Test hole location,Jyland Deys,L.c�t2,Blk,1_•HLnter Pass,Orono. Test hole number Z Date test hole was prepared 2_22_97• Depth of hole bottom 1Z.inches. Diameter of hole�inches. SOIL.DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE � 0 - 6" Topsoil dark brown loam . 6" - 12" Brown sandy loam MetHod of scratching sidewall is 1�1ifg. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-22-97� 1:00�. Depth of initial water filling is l�itt�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�. Maximum water depth above hole bottom during test is S�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes r inch Remarks 11:25 refill 6 11:41 12:11 6 2-1/4 13.3 30 min 12:22 12:52 6 2-3/16 13.7 30 min 12:53 1:23 6 2-3/16 13.7 30 min _ Percolation rate=1�ninutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET , Percolation test readings made by S-P Testing,Inc. on�23_97 starting at 11:42am• Test hole location,Iyland Dev. ot2, 1�kj,,Hunter Pass, Orono. Test hole number$ Date test hole was prepared Z-22-97. Depth of hole bottom 1Z.inches. Diameter of hole�inches. SOIL.DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE ' 0 - 12" Topsoil dark brown sandy loam Method of scratching sidewall is l�lifg. Depth of gravel in bottom of hole is�. Date and hour of initial water filling 2-22-97, 1:00.�. 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�. 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 11:25 refill 6 11:42 12:12 6 3-3/8 8.9 30 min 12:21 12:51 6 3-3/8 8.9 30 min 12:54 1:24 6 3-3/8 8.9 30 min Percolation rate=$,2�minutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET � Percolation test readings made by S-P Testing,,�c on 2_23_97 starting at 11:43am• Test hole location T,vland Dev.��?t ,B11c,1�,HLnter Pass,Orono. Test hole number 2 Date test hole was prepared�.Z1-97• Depth of hole bottom 1Z,inches. Diameter of hole�inches. SOII,DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE � 0 - 6" Topsoil dark brown loam 6" - 12" Brown ciay loam Method of scratching sidewall is kpif�, Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-22-97� i:00�m. Depth of initial water filling is l2 inc��above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic�. 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 11:25 refill 6 11:43 12:13 6 2-3/4 10.9 30 min 12:20 12:50 6 2-3/8 11.4 30 min 12:55 1:25 6 2-1/2 12 30 min Percolation rate=11,4�ninutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readmgs made by. P Test�g, nc. on Z_23_97 startmg at 11:44am• Test hole location�,yland Dev„L.�t2,Blk.l,Hunter Pass,Orono. Test hole number LQ Date test hole was prepared 2_22_97• Depth of hole bottom 1Z.inches. Diameter of hole�inches. fiOIL.DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE • 0 - 12" Topsoil dark brown loam Method of scratching sidewall is k�i�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-22-97. 1:OOnm_ Depth of initial water filling is 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 gi�2hQu.. 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 11:25 refill 6 11:44 12:14 6 5 6 30 min � 12:19 12:49 6 4-3/4 6.3 __ 30 min_____ 12:56 1:26 6 4-5/8 6.5 30 min Percolation rate=¢,�ninutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET , Percolation test readings made by S-P'resting'Inc•on�,�QZ,starting at 11:45am• Test hole location,jyland Dev.,I.nt ,�lkl.HLnter Pass,Orono. Test hole number 11, Date test hole was prepared 2_22_97,. Depth of hole bottom 1Z,inches. Diameter of hole¢inches. SOIL.DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE • 0 - 12" Topsoil dark brown loam _ Method of scratching sidewall is k�ifg. Depth of gravel in bottom of hole is 2 inches• Date and hour of initial water filling 2-22-97� 1;9Qpm. Depth of initial water filling is 12 inches above the hole bottom. Method used to mainta.in at least 12 inches of water depth in hole for at least 4 hours is�utomatic� 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 11:25 refill 6 11:45 12:15 6 2-13/16 10.7 30 min 12:18 12:48 6 2-3/4 10.9 �30 min 12:57 1:27 6 2-5/8 11.4 30 min Percolation rate=L1,.Q�ninutes per inch. CERTIFICATION N0.62� STA'1'��,ICENSE N0.394 PERCOLATION TEST DATA SHEET , Percolation test readings made by S-P Testing,Inc. on Z_23_97 starting at 11:46am• Test hole location,I,�and Dev.,L.�t2��1k,1�,N�nter Pass,Orono. Test hole number 1Z, Date test hole was prepared 2-22-97. 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 clay loam Method of scratching sidewall is]�if� Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 2-22-97� 1:00pm. Depth of initial water filling is l�.i�lt�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic�,iphog, 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 11:25 refill 6 11:46 12:16 6 2-1/2 12 30 min 12:17 12:57 6 2-3/8 12.6 30 min 12:58 1:28 6 2-1/4 13.3 30 min Percolation rate=1Z,_6..xninutes per inch. PERFORATEO �oaMY SANO CAP � LAYER OF GEOTEXTILE ��,.7��._ LATERQLS - FABRIC PERFORATEO LATERAI� e-�•. : r^—_�•-� •^� ^,�.: •�.. •.. . GRA55 COVER 5 INCHES _' $ANOY 1.0A�A SOIL ;• '.. ,- :�•' �` :�""':•.``�-i:• TOPSOII � , , .' i"�?' � ��/ ��'•R:)s�'� CIEAN SANO FILL •'•. . ��' ,� /j..I / iiu��.�, MAXIMUM SIOVE—�- .. - �• '' . �• i �YP 3TOI .. .. • IAYER OF GEOTEXTIIE 'ti� EAN aocK a� FABRIC OR 4 INCHES OF "�`��°� '�y� ' � TOPSOIL 3/s ��b 2'ir �NCHES �'.i` ,. :�� i� PLOWED OR /. SLc HAY COVERED BY �;�� 'I�' � i . �� ueso�� . �'SKEo SURFACE — BUILDING PAPER a. ,, .��,,� . `;� � I�/ OR 2� ,.c�:�`' /, �,� :, ' , .� � CROSS SECTION A-A PIPE �ROM PUMP�-�:;��. ' � � � �/ � � . !,�� ♦ .;�',- .l• r // f;• / f � P�PE FROM 3/•_2�/ • �� '. / { ,•M! ,�. ' PUMPING CHAMBER CL�AN F�OCK �`��. /, ,��•�� • �� OIVERSION FOR • , '' l� SURFACE WATER 6' TOPSOIL�•''� / • �'� � �� o � I � �.� ,•f�' � � •� •�• �j� r Jr` �r- - - � —�1i f�s:;•�� I•� I� f%� �^ • I i ' �t �� ' •` � • 3 •.t� PERfOR4TED : � ; � . � �'9'�j I, Mqk. I tATERAlS � ; I� ' �+1� ', �.{�7'1` •` �K. +w �.J�• I�?�.7. ' r �a�•�• — ; ; � '' . C S .il ...;:,.��.•.�;('�" . � � , • � l�p � � �, .,r..;��.rM..�:.", � ; �•� SaN�f qN E �•:.jr`'; 3 �:;��:,+•�;:�r; � , ; , _ r.. ,,�, �I�l $QO . 16.. ��L��:�xs��i;�. BEO AREA� � � � ~ . � .,�•� ; �� ? �RpkENQYFR :.1�,..=.�''��::,.., — ;---- I �' �_ � 7. �� ,.. ; � � ; UP ' ::•� •.�.. `�'�`~�. . � , � � � o . B ATU �.`- • A ' til � W ; m . A AR��ERRQ� ,..:=r�- ; � �AYfR • _ — j ; ? ° z ; � — � : ; o � o � � � INCHE � � '�� INCHES _. LAYOUT OF PERFORATEO PIPE LATERAl.S FOF� _ � � ; � � PRESSURE DISTRIBUTION IN MOUNO -- : . L:_ � _�_� OIKE�0 FEET�_p�KE — �PERFORATED PIASTIC PIPE — MAX. TOTAL WIDTH • ••,• \ SPac�N� . : • � ' � 1 �PERFORATIONS SPACED 36� • END S,2E E1;MY 9EP�6FO�RATION \N � PERfpRafJON � VIEW pp y�. �( _ _ PLAN VIEW 2�MANIFOLO � END PERFORATION OF A PERFORATEO �ATERA� PIPE , ^ Wws Grer PERFORATIONS ON BOTTOM OF � PLASTIC PIPE ,, T.owa �� . r..r. Qti r\ �_� , •,�: ;�`••:� ., ' • �,pyu of G�o��aUl�inbic (a far- -�'r f.:.. �eywy Sew LaYv �.yNci�M�N My w�war cw�rw _ _ 'j'(ALTEflNATE IOCATION ' w�tn r. r«tn pop«) _ � � OF PIPE FROM PUMP) � � � Mrla lion di1MJ Horlroelally ' ` . •. �NIs C p tMot Top . END CAP �/i Plw � M L�ost 12�le Etly ; ao� ERa� ��, o �Id Rak .• .� R«k�y.. /� .: _. .,. . .. .. . --�--��s.::. (.Al -PwlaoUoru Low��d ot �Rpt�0 2 PIPE FROM �.•�'tl�on SonO l.or•t 6o1�om or lo�.ro7 �i . %' ERF FUMPING CHAMBEH ` _� „t P � _ ' . F-8 ,�.�. , .,,. . . ,:; REOWOOD, CEDq� OR WATER TIGHT � LOCKABLE ELECTRIC 80X—� TREATE� POST (4 x 4 min) ' PLUGS OR ELEC7RIC CONNECTIONS--- �A�� ELECTRIC�CONNECTIONS MADE � 2" PVC CONDUIT SCHEDULE 80 l INSIDE BOX MANHOLE COVER CHAINED @� LOCKED s�sP� �SE�TT�EMNTER CORD FOR SEAIED MANHOLE RINGS .FINAL GRADE � AT LEAST 12� ,' �� BELOW GRADE WIRE FROM POWER SUPPLY PIPE IS I.AID ON A UNIFORM SLOPE FROM • /}� . FOR PROPER NORAINBACK�L TREATMENT AREA SEALED TANK COVER �--IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO WITH ANCHOR—� —vyEEP HOLE ALEL CTRICAI.CIRCUITRATE ' NOTES� ELECTRICAL WIRE FROM POWER SUPPIY , S�fi1 I�.VE1�,9_— � _ MUST NOT RUN OVER ANY TANKS BUT r ' MUST BE IAID BESIOE OTI tER TANKS •� � g"� � `� AND MUST BE PLACED IN CONDUIT AIONG POST _ SHuT-g,�'�.��Q_ _ EI.ECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUN� PUMP CONTROL:FLOAT CONTACT. ' �� : ..: Figure F-8 . META� COVER . j �� _.r:, .�; -�- �: � �'•....k . l'��..' _.`� ,, �.v:,. Y ' i .�_,. Y i • I ' 'K` !'ii+�-�*•-_:�_,. �. I CONCRETE ,_+� MANHOLE � RING � i . � METHODS OF SECURING MANHOLE COVER TO PREVENT I ; UNAUTHORIZED ENTRY i iFigure C-14 . . - � � .. , '.y". ' �..}t'��. , t�� }r;: .. �' &�VERTICAL SIDEVI�ALL SEPTIC TI��VK -�� FINISHEO GRADE � -AT LEAST�� 6"TO 12" SOIL AT LEAST 4" DIA. COVER 4" DIA.� , �� AT LEAST I" ' �� AT LEAST I" - MIPL I^ . � �:.. ,.,.�:.... •.... , � :�,. n A . —� '� � A DIMENSIONS FOR TANKS WITH VERTICAL SIDES _� WIOTH, W 24� MINIMUM _... LENGTH' L 2 TO 3 TIMES THE WIOTH _ B DIAMETER 60� MiNIMUM ._ : � � DEPTH. D 30� MINIMUM; 78" MAXIMUM C � r - •AT LEAST n---. 0.2 0 _ B 6�MINIMUMi_0_2 0 MAXIMUM _ 6" 3" c o.4 0 -• •-----�•� -�•-AT LELIST 4 FEET--- -' '� Npl E S: � � ' 1. SN�i1N1Y 1 ECS�1 Lf AST�MlCI IES IN DIMaElf.tl �. AW�I K�1 E OOVEf13 S�IALL flF.LOCAIED WIi11N1 121NG1ES ' 2. 111EfE51WlUCOf�Ed11Ap1EMM�lOLE5.10'lF.ASi IrT1EM/w�KXE1SVATIM8IXM1pESOF1iKSUfYnCE .." IUAAFlLSIOMMIDLOG11F01MI�IIN6fEEf06AlLTNRt 111EOOVEN�.t13(OESEW[DiOP(EVC•pTACCCS4 WKl& - 6. S@��►Ul UN UISfMiCE OEfl�aEEN 6lA OF INLE1 PI'F.ANU �. MI�451'ECt10N Mf'E Of A1 LEASf�W(:�iE4 DIN.rIEII NEMEST f+Or�l ON 0/JfIE 61W.lIlE NOLESS 1�W1 i IHG�ES OftA1MN10lES�w.IREIOCAlEOfTIE(1D�iN11iEM4ET Of1NOMd�TIW�t2NC�lES N1�0U11L•IDCVKYS.INECFJ11FJil1�+COF11ftIG�kC11011 e. fORIq1112(XIIAICYU�Ix1�Cnt.1N1K.40�MCN8KX1A1S0.t'.0 pY'ESgy1LLpE71�E8Nd•AS111EC[NI,L'filWEffF1HE - ANOOIhFNSIONCI:.O.]Sp. . .. � p/JflEp�[HINCSpISNNINiY10ES.Ai1qI10W51'ECIION � PI'F WSt PE IOCA�tU BE IV+Cf.N TI IE t4E I Mil1 f 1U I l ET ON f IES. — , .� ... • a::: i � PENCIL � �AAFtKS ,� ' � � � �' �� E ri �c' � ..�t: . �, y �' � ,. :: �� .: WLET '' SCUM ' pUTI.ET :y � . � ' �� , �s•':•;OIffLET LEVEL .�xi.�y .3` Y i� _.._.—•- — _ —'�; � ` _ SCUM CLEAR SPACE —= , '' CLEAN OUT TANK WF�EN' �-;' —"— _. _.. ��••e• � —�' 7�IS 3' OR LESS OR �'_ - -- —' — �� g 8 IS 12 OR LESS � ,§ .:,�:. --, _- - _ - - ;,:` 1 � . `��;:,:.::,:.'•� : , ' ••` �• . • .. :` BLACK COIAR . r � •: .,: w � �'{i'�+':�.�,..�.'• SLVDGE . , i+. , DISTINGUISHES SLtJ�GE ��:,: "••�:� ,, LAY R FROM LIOUIO �. �"�;;, .`.-;:'.: - .. . i.•' �'� �jn ..a., a tt{ � � 'p.� :S x• :W'.. MEASURE SCUM AND SL.UDGE ACCUMULATIONS I N THE SEPTIC TANK ; DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE /) �� SCHEDULED � _� PERMIT NO. � OMPLE � � � ADDRESS � OWNER CONTR. TELEPHONE NO. � DESCRIPTION lu 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 � 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 J 07 DEMO-FINAL ir PTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 S INAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_ S_NO z � � � ° COMMENTS: '—"' �' � -�- �nsU I � ,� w � � � � O � � O � W � Q � Z W � W � j d ,.�ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � �� CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY w 0 i 1 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN STOP ORDER POSTED.CALL tNSPECTOR ❑CITATION ISSUED INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor n 'te: Inspector. .�l White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN - �'��,�� INSPECTION NOTICE SCHEDULED � ' _��;,� PERMIT N0. 4 � COMPLETED h �f�,�„��_ ADDRESS J a.� ��-� OWNER CONTR./�� a C• TELEPHO N . � 7 9 ' / 7(c�Z � DESCRIPTION�L� ��-eY � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WEfLANDS y 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 2�GPAAF 21 COMPLAINT � 07 DEMO-FINAL T . 22 FOLLOW-UP i09 PLUMBING RI � 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUND TION/REMOVAL � OWNERICONTRACTOR TO ME�T O�J:_YES�NO �� / D COMMENTS: � W .+� a � � O � � O � W � Q � 2 W � W � � ��WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE ��CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑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 ❑ INSPECT�ONREQUIRED.CALLTOARRANGEACCESS. Call for the n t inspection 24 hours in advance.473-7357 Owner/Contractar � Inspector. White Copyllnspecto�'s File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN ��a' �•'� INSPECTION N TICE SCHEDULED � 9�78`� , PERMIT NO. COMPLETED ^ / ADDRESS �J.�ZS l�y�� >`"a� OWNER � CONTR.��o��C'_.tc-• TELEPHO O. �7�"/ �� DESCRIPTION ��.d � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTI 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 YOU:_YES_NO � COMMENTS: — 1 � � �' a > � � - 3 0 a � � O � T � W � Q � Z W � W � � d WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W � ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p 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 Owner/Contractor Inspector. White Copyllnspector's Flle Canary Copy/Site NWice DATE,� -TJME CITY OF ORONO CALLED W C � �Q INSPECTION NOTICE,., �4� SCHEDULED 7�_�� PERMIT NO. ( � � COMPLETED ADDRESS ! -�-e OWNER � �` CONTR. � C�' TELEPHO � DESCRIPTION ly� 01 FOOTWG 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 J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL FOUNDATION/REMOVAL � OWNERICONTRACTO-R—TO M�l l�Y NO �� COMMENTS: � � f.,, w � � ` � O � � O � W � Q � Z W � W � j �/ � �1/VORK SATISFACTORY:PROCEED C PROJECT COMPLETE W �C7 CORRECT WORK 8 PROCEED [- ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT []CORRECT UNSAFE CONDITION WITHIN HOURS. �� pHOTO TAKEN INSPECTOR WILL REfURN f 7 STOP ORDER POSTED.CALL INSPECTOR 1-CITATION ISSUED INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the n t i spe ion 24 hours in ad nce.475-7357 OwnerlContractor e: Inspector. �'� White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE j,� SCHEDULED �''�I-q j /2 :d0 PERMIT N0. ' � COMPLETED ADDRESS�ZS �Q ��4-55 OWNER CONTR. TELEPHONE NO. � DESCRIPTION S��TIL- �-- � oc I S,c7 ��(}y� � � 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 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 � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � l�la s ` � J O � � O � W � Q � Z W � W � j d W� ❑WORKSATISFACTORY:PROCEED �PROJECTCOMPLETE W O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. `- pHOTO TAKEN INSPECTOR WILL RETURN :-' CITATION ISSUED ❑STOP OFDER POSTED.CALL INSPECTOR i, INSPECTION REQUIRED.CAL�TO ARRANGE ACCESS. Call fo next i ction 24 hours in advance.473-7357 OwnerlCon act on si : Inspector. White Copylinspector's File Canary CopylSite Notice DATE •,TIME CITY OF ORONO CALLED IN 1 '- -3 � INSPECTION NOTICE �j� SCHEDULED �_=y�=� /C�;�c^�GEIL� PERMIT NO. (�� COMPLETED � N" ADDRESS ��s -��c-,�-�h-��✓ OWNER '�-� CONTR. ��_ �'- TELEPH�N.�� O. ��'i " / 7�G �- � 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15_SEeTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING RI � 23 SEPTIC FINAL� 35 HARD COVER REMOVAL � 10 PLUMBING FINAL —'--'� 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO ° COMMENTS: � 1�� U� W � J (/1� O �l�N1� � � O � W � Q � Z W � W � � d W� �WORKSATISFACTORY:PROCEED PROJECTCOMPLETE W ❑CORRECT WORK R PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT `' CORRECTUNSAFECONDITIONWITHIN HOURS. �.; pHOTOTAKEN INSPECTOR WILL RETURN i CITATION ISSUED i STOP ORDER POSTED.CALL INSPECTOR � INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContract on ite: Inspector. � � White Copylinspector's File Canary CopylSite Notice