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Home My WebLink About2000-P02728 - new septic system � PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: Po2�2g Crystal Bay, Minnesota 55323 Permit Type: sept�� (612) 249-4600 Date Issued: �i24i2oo SITE ADDRESS: 2775 DEER RUN TR E LONG LAKE, MN 55356 P I D: 04-117-23-13-0015 DESCRIPTION: Proposed Use: Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ ]00.00 Valuation: � 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: LARRY'S ONSITE SEPTIC OWNER: JEFF PRAUS 4980 COUNTY RD 10 E 6551 ORCHID LA N CHASKA, MN 55318 MAPLE GROVE,MN 55311 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AN D AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. �; ��.� �� , _ ��-_ APPLICANT PERMITGE SIGNATURE SUED B SIGNATURE Copies: City,Applicant,Assessor,Finance Page 1 CITY OF ORONO S�PTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkwav) Crystal Bay, MN 55323 JOB SrrE AnDxESS: -�� ,2 7 7 � p�-�4 r�� Occupancy Type: Residential _�� Commercial Other Permit Type: New or Replacement System, $100.00 j D 0 — Repair E�usting System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: J��'�{� �,�w w s PhoneNumber: i�lailing Address: City: 7ap: Contractor's Name: �c�r N � �n � < < �" Phone Number: q 5 z - � `f �J- ,Z l�7� Mailing Address: Q G6 /� ws City:� �<<��t 7ap: �S 3 �� DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed 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 covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. , NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. �� l. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. �--��Y'C./ 2. I will be install' g the following: A. Tanks: �Precast Concrete Other Manufacturer Tank Capacities: 1) gal. 2) � �� gal. 3) gal. B. Pump Station (if required) Pump make & model 5�tt� �; 7� (attach pump curve & literature); system design requires 2y gpm at � feet of head. �`" �� Outside High water alarm make & model ;��,;.p � f�,�r,,,�. �_. 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 3q 'x Sy ' Distribution Box Pressure Dist. Pipe Diam. I �i� " Maniford Pipe Diam. �" D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) � trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: .� ^ Date: 7 �2 OC� MPCA Certification No.: 3�� _ Staff Review: A ov � Denial Reviewer: � � Date• Reason for Denial: . : - . �• SEPTIC SYSTEM APPROVAL � O�' $�1�P8f,`1Y?�*6�COPY '��'E,C� , �R S cQ�'Y � � , � ;.;,, ,� CITY of ORONO � �C, Municipal Offices � ti �,�� - ` ��':�G,�� Street Address: Mailing Address: �C',EggO¢�" 2750 Kelley Parkway P.O. Box 66 -- - Orono, MN 55356 Crystal Bay, MN 55323-0066 �7�s � `_____Owner �r � t�h'A�i.5 Phone (Home) (Work) Addres�s ..,,�� t�R {iuri TJ�1 �. City (.,;yl�, C:y/�r State b ,�J Zip SS' ;-6 Site Evaluator3�?- C�tRity's��;/�State License # �Z�% Phone# ��z y y —Z 17�., Type of Establishment: Single Family x Multi Family Commercial /1it, Garbage Disposal Yes No No. Potential Bedrooms � Est. Gallons Per Day 7 � �% Water Meter Required: Yes_ No� Soil Sizing Factor ,(�C"? = 'Z Perc Rates P-1 �f? P-2 Gc P-3 2� P-4,�'2- P-��' P-6_� P-7 26 Restricting Layer Depth B-1 lu" B-2 1�)" B-3 2��' B-� <E" B-5 -S " B-6 �'' Type of Treatment System: Standard x Experimental Alternative Pressurized Mound System �C At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size 1'Z S� # of Tanks � Lift Tank Size17� Pump Brand GPM 7 y Head `� Treatment System: Minimum (��''x bZ')��39E�ty� Square Feet with�_inches of rock below pipe Type of covering Fabric_ �� Other THIS IS NOT A PERMIT. This is a design approval form«�hich must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (249-4600) Call for inspection 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. Appro�-al to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed�tithin 20' of tested drainfield sites ever. ACCEPTED�_ DENIED By the City of Orono subject to existing regulations and the following conditions: !ti� � �:�� D; � �t t,��lGC['-� l�lr� _ `` r By: !�� %C�� -b-c,�, Chris Pence, On-Site Systems Manager ��S�M I�OE��OR � �MIf�EA3E IN� Bf ME�10MS�AU�ki��D�IG�, Telephone(612)249-4600 • Fax(612)249-�616 ' ', Percolation Tests - System Design - System Installation LARRY'S ONSITE SEPTIC 4980 County Rd 10 E. Chaska, MN 55318 (612) 448-2176 , Percolation test results and septic system design for: LOT 8 BLK 1 CRYSTAL BAY PRESERVE CITY OF ORONO MATERIAL LIST Washed Sand 200 Ton Washed Rock 36 Ton Sandy Loam 34 Yds , Black Dirt 125Yds SEPTIC SYSTEM IS DESIGNED FOR A S BEDR DOM HO USE " SEPTIC SYSTEM WILL CONSIST OF Septic tanks 2-1,250 gallon Pump tank 1-1,250 gallon Mound with a rock bed of: 10 X 62 feet and a sand base of: 39 X 84 feet Larry Van De Veire, D.R.P. Designer I and Installer, State License#320 , Boring#5 see site survey for elevation of boring mottled soils at 14" 0 - 4 10YR3/2 topsoilloam blocky friable 4 - 25 10YR5/4 clay loam blocky friable 25 - 60 10YR6/3 clay loam blocky friable Boring#6 see site survey for elevation of boring mottled soils at 19" 0 - 5 10YR3/2 topsoilloam blocky friable 5 - 23 10YR4/4 clay loam blocky friable 23 - 60 10YR6/2 clay blocky friable Boring#7 see site survey for elevation of boring mottled soils at 28" 0 - 6 10YR3/1 topsoil loam subangular blocky friable 6 - 25 10YR4/4 loam blocky friable 25 - 60 10YR6/2 clay loam blocky friable Boring#8 see site survey for elevation of boring mottled soils at 26" 0 - 4 10YR3/1 topsoilloam semiblocky friable 4 - 28 10YR4/4 loam blocky friable 28 - 60 10YR6/3 clay loam blocky friable Boring#9 see site survey for elevation of boring mottled soils at S" 0 - 2 10YR3/1 topsoil loam subangular blocky friable 2 - 22 10YR4/4 loazn blocky friable 22 - 60 10YR6/1 clay loam blocky friable Boring#10 see site survey for elevation of boring mottled soils at 6" 0 - 4 10YR3/1 topsoilloam semiblocky friable 4 - 18 10YR4/4 loam blocky friable 18 - 60 10YR6/2 clay loam blocky friable � � o�.a�.Er.i�.aa� �4 � I�C - I f . Ft�aox o.plMio�. I�Nooior/locatlon . IiA� �ar — � apth eolor FNNe Pon M Abnp . Horizon k�cMs T�xturo mobt Mass�s s Matrbc Poros Commenla �v b- I �oaw� � g=sv � � �°X" , �a- �7� t 1- l y3 Depth to redox features due to soil saturation �2 3 r~ (Seasonal high water table) C r ( proAl�Descrlptb� R�dox Conc�ntratbns Redox Depkfbns � , ' %/sizNcobNlocatton %/sizdooloNlocatbn � . Matrbt F�or '— Depth color FalMn Poro In Alony � Horfzon inches Texturo mobt Maasea Lin s Mdrix Poroe Comments f re M �`'/�� h I 0.r� y .Za- .t G �. ��y~ - 3iz- 8' L� �� . . �� Depth to redox featurea due to soil saturation �2 y (Seasonal high water table) ,� S k 1 f� I t ProAI�Descdpdon R�aox•ConqntrsUons Rsdox Depbtbns %Ists�/ooloMocadon 'N�IzdcoloNloeatto�. . AAatrbc F�or — Depth color FdMn Pon In Alonp No�izon inches) Texturo mobt Ma�ses L.ini s Matrix Pores Commenls �m H G 'R$ � oa.• K ` �g �+I� I� a , Depth to redox featuree due to soil saturation O �� (Seasonal high water table) � • Or�-3fb Ev�lwdo� � � R�dox O�DNtlo�ns ItvooloMoatbn . Ma •or — + �h oolot �NMn Pon In Abnq � Horizon kidws T�xturo rtaht AAass�s Un s Matrbc Poros Cortxnenb �E r �:�8 l,c ar•• � z �, � ��. '�'� , Depth to redox features due to soil saturation jZ $' ' (Seasonal high water table) profll�Descriptbn R�dox Concsntratlons Redox Depkfions � , ' %Islzs/colorAocadon Wsize/oolodlocatlon � Matrbc •or '— Oepth color RNMn Poro, In Ab�q . Horizon Inches) Texturo moist Massea Unin s Matrlx Poroa Commenb Depth to redox features due to soil saturation (Seasonal high water table) ProAl�D�salptlon R�ox•Conantntfons Redox Depktlons %/stt�/ooloMoadon '�i/sizdcolor/bc�tbn. . Matrbc F�or � Depfh eolor Fe/Mn Pon In Atonp . Ho�izon ind�es Texturo mobt Massea Unl s MaUUc Poros Comments Depth to redox features due to soil saturation (Seasonal high water table) ' PCRCOi.ATION TL�ST nA'fA �Ilrl:'f tz�atr�ss�sssv=rareva��a�mtur.�•...r . . ..•�. . •.a Taet liola luaut�oi�_� g �� I _...__ ilolo nuiol��•r ^ 1 s Data teat lu.le waa re axed r P P �//Z/ 3Zoo�0 � 1)epth of hole h�Ctom� �Z inches. D'iameCer of hole, - � . inchea. � Soil data from teat holes D�pth� inchea Soil� Cexturc — �' !z � oa .., � Method of acratchint� ,sidewall _� '� �'L � �, �� ` '-'� �� 0.� f Dapth oE� pea-sizad aravel in bottom of lio1Q. �► inchea: Datq and hour of initial waCer fi111nC 3 � --.��_�O o 0 Depth of initial water fil],ins� �2. inchne nbove hola botCom. Method uaed ro mainCain at least 12 inches of water depth in hole for at least 4 houra_ M 0.K�`f � �� !� Parcolatibn reat readinge made by _ �a�„�, y �Q� . / • � . � //r. 6'�C. oA atg ,QQ_ atnrting at � L Qp ' 8:�� , ptaximum water depth above hole bott�• during test, _ � inches. Time Percolation Interval, Measurement� Drop in water rate� ' Remarks Minutes inches level. inches minutes per ' inch H 7 �.. r 2 $ /� � � � . Percolation r.ota � � � ,_,_, minuCae puc inch. . � rrizcoLATION TCST nn�rn snri:•r �ss�a:ss�:mvara:rraea�n��r•r • . ..•r. . •.a TceC tio1Q 1�«:atio�� p /. / F Z d._[._._._.� Iloln nuu,l��•r Data teat l�c,le wno prepazed 3//�/ 2�pp � Dr.p�� of hole l��ttom, J2 inclics. D'iameter of hole, � inchea. - Soil data from test hole: Dc�pth, inchea Soil� texture — �-- I� L� o a.,� Method of acratchins� .sidewall ___,�� `L�� t Da th of� __�"s�11�� -�L� s p pea-sized �ravel in bottom of liole� inches: Date and hour of initial water fillin� ?l Z Depth of initi,al water filling� _--c�L��O _ ' Method uaed eo maintain at least 12 1�s of W�'chee nbove hole bottom. 4 houre � / ater depth in hole for at leasC a' '` � � PercolaCion CeeC readinge made by ,L • r`r a�� v` on � /3 �c�o etarting at �0p ' a.m. ata — ` • T�nximum water depCh above hole bott�• during test� __ inchea. Tima I�terval, Measurement� Drop in water rata°lntion Remarks Minutes inches level� inches oainutea er P ' inch 3 � , S' � � 7 � z . Percolation r.otc - _ 2 g minutca pu� ic�ch. � rr•.ncoLATION TEST nn�rn siiri:•r tassr�:rssaasvaro:�vau�an�ma•.-�r • . ..•r. . •.� Teet hola lu�:ation� � �f�► I _.-'_.�� -L--• ilola nua�l►�'r__� 3 Data teat liole waa prepared 3/�/Z/ 2000 . peptli of hole 1�oCtom� /.'� inclics. D'iameter of hola� �v inchea. - Soil data from teat hole: D�pth� inchea Soil� texturc — ^ !�. L. d� c��,-� . Method of acratchins� .sidewall __ �� '`��_t �� NQ �� , Depth oE� pea-sized �ravel in bvttom oE liole� .`� inches: Date, and hour of initial wAter fi111n� / /� ,Z — �y(,.�„�, 000 Depth of i�iti.al water fillins� _ /2.. inches nbove hole boCtom. Method uaed Co maintain at least 12 inches of water depth in hole for at least 4 houre J�'��,.` ��''� �� ParcolaCibn CasC readings made by r r ' • �v� on 3 3 ZC�oo atarting at � ! p t7 g'"'• !(aximum water depth above hole bott�• data — �'` • during teat� $' inchea. Time InCerval, Meaeurement. Drop in aatQz ratao1°tion Remarks Minutae inchea level� inchea minutes per ' inch � . ,�" r � � � y ' � y � � Percolation �ote � � g. minutea p�r i��ch. � rrn�oLATION T�ST �A�rn snrr•,•r c:.asKs�ssar�ra:-�vau�rtsrn.�._,.� . . ..•�. . •.a Tnet tiolu 1<«�utioi� � �y f g' _g ��y. •__ �� Iloln nun,l►�•r � Datn teat l�cle Wao prepared 3//2 •�iZDOp - , � ��ep:.h of hole h�Ctom�_�� ,nches. D'iameter of hole� �_ inchea. - Soil data from test hole: Dc�pth� inchea Soil� texture — �— /Z —_ �. � 0.rr. Method o£ acratchinR .aidewall _ S � � __,._ �� /��`�S � . �. � Depth of� pea-sized �ravel in battom of liole, Z- inches: Date� and hour of initial water fill�n� � _.._�,L��z o0 0 Depth of initial water filling� _ /Z lnchee above hole boCtom. Method uaed Co maintain at least 12 inches of waCer depth in hole for at least 4 houra � ,,,� , �� , Percolatibn teaC readings mnde by �, • � r on 3 �� oe atartin� at 8'�°' �Inximum water depth abovQ hole bott�• d ta .m. ' during test� $� inches. Time Percolation Interval, Meaeuremenr� Drop in watex rate� • Remarks Minutes inches lovel� inches minutea per ' inch 4 r z Q' , � '� . ParcolatioR r.atc - — � minutae pur inch. rrncor.ATION TEST �A�rn siiri;•r ¢�atr�tsssmrsrernewuimt.wr...r . . ..•e. . •.� Teet holn lu�:ation �o f g' � �� / _ —� „ ,� ' �_..[_. ..__ Iloln n�nul��•r � Date teat hc1Q waa Prepared 4�/�. ��2,QD0 ~~ . �)er�i� of hole boCtom. J� inche�. D'iamnter of hola� � inchea. - Soil data from test holes Dcpth� inchea Soil� texture � + �� l...o c�s.ti Method of scra[chinR .sidewall __ � 7�� j�r�_�.�0.i�S Depth ot� pea-aized �ravel in battom of liole� � inches: Date, and hour of initinl wuter fi111i�E rj�/� . 000 Depth of initial water filling� �� "- I2 inchcse above holn bottom. Method ueed Co maintain at least 12 inches o£ wnter dapth in hole for at least 4 houre � � Percolation teat readings mnda by _ � � 3 ' ti � � P��-C on 00 etarting at ` Od 8'"�• �[a x i m u m w a t e r dep t h a bove hole bott�• d e —�� -�--�. during teat. � inches. • Tima Percolntion Interval, Measuremene� Drop in watax rare� ' Remarks Minutea inchee level� inches minutea per ' inch � r �� '=� ' �d ? � � .Z O Percolation r.ate � �Q minutea pu� inch. rr•.ncor.ATION T�ST nn•rn :�iiri:•r �as�au�ssw:rerru�w�asmt.w�•.r.i . . ..•�. . •.a Tnet hola lu�:utloni�� g'' � � /1 .�.._-�--- Iloln numh��r � � (j Data teat hc,le wao prepare� s, . �,�� r` —• � Ue I� of hoJ.e I�ottom f Z inclies. �ia�eter of hola� �_ inchee. - Soil data From teet holet Depth� inchea Soil� texrure �- /2 _��c��..._ Method of acratchins� .aidewall �� 't-�'� � ' �1 ,:L� a��/s Depth oE� pea-sized �ravel in bottom of liole, Z inches: Date, and hour of initiul woter fillin� L __�__'�"��oo a Depth of initial water filling� _ /,2.. inchns above hole bottom. Mathod used Co mainCain at least 12 inches of water dapth in hole for at least 4 houre �� , / Percolatibn teat readings made by � ' - �'�- � h .. < <• •� on 3 x�� etarting at _�� d0 8'1°' lta,ximum water depth abovQ hole bott�• d e �; • during teat� g' inchea. Time Percolntion Interval� Measurement� Drop in water rate� ' Remarks Minutea inchee level� inches minutes per ' inch / � %, Percolation r.ntc � f $' minutua p�x inch. � rr•.ncot.nrtoN resT �n•rn ,iiri:•r � Caazr�:sn:sv�ra:-�vautm�.w�•.•.r • • ..•�. , •.a Teet hole lui:Ltion C,o �' 8' ..' g �� _ � � � /� __.._ IIolQ �iund��•r ( Date teat hale wao prepaxed_ � �2,��OQn ^~ , . Uep�l� of hole l�c►ttom� /Z inclies. D'iameCer of hole� �_ inchea. - Soil data from teet hole: Depth. inchea Soi1' texture — � /�. _ � O 0.r-- . Method of acratchinR .sidewall �_�f�_ � t�c� � I` Dnpth of� pea-sized �ravel in b�ttom of Iio1Q� 2 inches: Date, and hour of initiul wuter fillin� 2/ � Depth of initial water fillins� ��7� �� --"'- — ,L2- inches above hole bottom. Method used Co maintain at least 12 inchea of wAter depth in hole for at least 4 houra aN �� !/' Percolation CeaC readings mada by , :S /3 .Zd�sG atarein at , � on ata — � _ s[ D O a i . ltnximum water depth above hole boCt�• during test� _ $� inches. Time Interval� Meaeurement� Drop in watax ratgolation Remarks Minutea inches level� inchee winutea per ' inch 7 i f � , t . Percolation r.aCc � � minuCea pur inch. ,. . .. , ,:r ' . .. �;,. � ' �;� ,,. � � MOUND DESIGN;WORKSHEET - , • . ' � ,,t � , ;;; (For Flows up to 1200 gpd) , - .. . � . 7,�,j. . . A. �..�W . �r° ; , � , y �, � - Estimated Sew�e Flowt ia Gallooi per day Estimated�Q, "� h ` _. 3a t' d gPd" • '° ' : ;� `, F ` ;,,� f �i. 4 f� �. �.r i N� 7)'p°� 7�p°II 'I�pe� 7Ype or measured �x�1.5 � .�ppd f„ ;�, � �r` , , , rv �,",� � ,a , ;.. � � ��i��°� y-,,��y�� t� . •� � �r.ti,:� �� .�� '�� 2 300 225 180 �`��_�, � ��3`� �aso �oo ��iia a� B. SEPTTC TANK�,L;IQUID.VOLUMES,.�:� ' . ; �.� � „s �� Z'- /2 $� �_,t�a.<. ;„, .., � ,, , s aso 29a "'b'a �� gallons k� , ,' , r;. ..x ,` 6 szs �3z " ' ,` ' � ioso � � rya i. ,,;'da+,� s,,4 , e� ' 8 120U 673 JOB Ila :<� ,.� . , ' r , III C. SOILS (refer to site.evaluation) � " °°'� ► J < 1 ,: Depth to zestncting:layer=;��'inches!`�f�<I• ..�feet: - �w+��ca�,n�,cw�� ; � . 2 .�Depth of�percolation tests�= '�I Z ,lllC�'lE'S ' � � Number of •Minimum Liduid l�quid cap�city wiih �o,., ,a , x;.,,,, . '• . , �. Bedroom� Capaciry Suba6e dispos�l 3. ` Texture � �,a.�►r � Percolation rate m i �-�'=� P 4. Land slope: . .>,,T ' % . � �3 0�o' ;oso°o ��s ;;:;a�,., s o�6 isao � . . �.a o�9 z000 3000 D. R K LAYERI,DIMENSI NS : . .s, . 1. Mulhply,flow;rate by,0 83'to obtain required area;of rock layer: A x 0.83 = � �q: ��,„»�j� — ,.,�d'z 0:83 sq:ft.%gpd =%�,a:'sq:ft. ' � < 2. Select w'idth of;rock layer'(max..10' if�<120'mpi�:max'5') = 0 ft. 3. Length of;rock'layer"= area+width= :. ;: ,�^',.. ".' � �.a.�.a tt: . .. � :.. y ` a s"'t+fd '4�.� � , �4 �z�sq ft:+ /o .ft.�= G ZL ft. ��a��b�;�.;P�C�e P � +' o•�q. a.p.o.......op.a � � ,p: - Width /o ft ° �.; � . , <120mpi <10' Length Gy� ft E. ROCK�VOLUME;.` , >120mpi <5' . L Mulhply'rock area by'sock depth to get cubic feet of rock;�sq. ft. x .0 S � ,,.: r �. �;. ft. _�cu. ft. 2. Divide cu �ft: by 27 cu.'ft./cu, yd. to get cubic yards; �.�.cu. ft. +27=a,�cu.�yd. 3. Multiply_�cubic yards by 1.4 to get wei ht of rock in tons;�5 cu. yd. x 1.4 ;.;, �� ton/cu. yd. _�tons. ' �.;, ,'�1�,, ' ' F. ABSORPTION��WIDTH . , , wnw�tloo wiaw sm��. � 1. L'ercolat�on rate;in top 12 inches of soil is 3 D TTLPl percolstion Raoe in ' GaUaos RatiodAborpoa� ; Texture � l,ae�.•� �+��«P«��, soa T�x� ��.,� ,��,a R«t . (MPq squue faa Laya Width � Faater rhan 0.1 Coana Saod 1.20 ' I.00 0.1 to S Sand 1.20 I.00 2. Select allowable soil loading rate from table; , o.��os Foes.� o.�o z.00 6 to IS S Lwm 0.79 1.32 , � O pnd/� 31 to 43 Silt Loam 0.0 �40 vr 46 to 60 C1ay Low 0.45 3.67 60�o I?0 Clay 0.24 5.00 3. Calculate adsorption width ratio by dividing rock layer "°W°��"°''-o c�eY o.w h.00 loading rate of 1:20 gpd/ft2 by allow ble soil loading rate; '1.20 gpd/ft2i • �6 gpd/ft� _ 4. Multiply adsorption width rario by rock layer width to get required adsorption width; ,. zt Ch? x �O ft= �!2 ft 'G. DOWNSLOPE BEIZM WIDTH s��:- co�«i• 1. If landslope is 1% or more, . � subtract rock layer width from adsorption width , : � <•• - • �• ��y'� .�'. ,. . . ,.., ._ Rockl' �'Q ;. to obtain minimum downslope berm toe c��.��s.�,a . . '�'^�-;�' �. �� .. . ' 6"Topwil 2.0 ft - � ft = _� feet �nu.�sou 1. S' 2. Calculate Minimum mound Size � a. Determine depth of clean sand fill at �P''o��vidw °°`"'v° `"�'dw � upslope edge of rock layer: RO��d� n� n Width � Separation 3' -�� ft = 1, � feet ' b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; • 1,�, ft + lft + lft = --3� �2 feet c. Enter table with landslope and ups� e berm vP P�rv�aw �, ratio. Select berm multiplier of � � = � ' .Up I Width�:QoS��s°��'� Rock Bed 7o.da��.:;� .Upsl pe wdth , d. Multiply berm multiplier by upslope mound I .�� .a o�Q v`t "�d� -�-�`Q a'�i � , �oo.oQ°:� Len �� S;.a a�o-e � ..d c o c ��. � o Q��Q�,'p. height to tind upslope berm width: � � � . � . � �3,33 x 3�2 = _� feet ' � � � � ; e. Muldply rock layer width by s � � �� . ' � landslope to determine drop in elevadon; F `� �� n°ob�tion w`"iiac`�n� . � /D x S % + 100 = . S feet r" ,�.:. , rr- , n. „ � i �, :, . f. Add depth of clean sand for slope roe1�,�, difference (2e)at downslope edge, to the mound height at the upslope edge of rock layer (2d) to find the downslope height; , �ft + 3,R ft = 3� ? feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of 5:G'G� h. Multiply berm multiplier by downslope mound height to get gERMSLOPEMULTIPLIERS downslope berm width: �(�X��_ /g feet Laod DOWNSLOPE UPSLOPE 1. �UIR are the values of ste Ci.l � � Slo berm multlp8ers for��rioas berm mdtlpikrs for�arious P P in 9� berm slope raHas berm sbpe nda and Step G.2h /8� Select the greater of the two values as the °• a• downslope berm width; / feet o a.o a.o s.o e.o �.o a.o a.o s.o b.o �.o s.0 j. Total mound width is the sum oE � 3.0� a.i� s.�e 6.38 �.ss z.9i �.ss a.�b s.� e.s4 �.�i upslope berm (G.2d) = �•i9 4•�s s.sb e.ax s.ia 2.83 3.�o a:sa s.�e 6.ia e.�� width plus rock layer width (D.2) � 3.30 a.sa s.sa �.3z a.sb z.�s - 3.s� �.3s s.oa s.�9 �.as d 3.41 4.76 613 7.89 9.72 2.68 3.a3 d.17 1.Sa �.J6 n.ub plus downslope berm width(G.2i); s 3.ss �0�6.67 a.s� io.n 2.bi 3.3 .�.00 a.bx s.iv s.;i �_ft +1Q_ft + ��ft - ��feet 6 �,� s.zb �.ia 9.3s iz.m x.s� 3.23 3.ss l.ei .�.9; s.�� k. T'otal mound length is the sum of upslope � 3.ao s.sb 7.69 io.3a i3.�3 z.�s 3.iz 3.�0 �.z� ;.�o s�: berm width (G.2d) plus rock layer length (D.3) s �.9s s.ss 8.33 ��.sa �s.vi Z.az 3.03 3.s� �.os 1.ay ��n � plus upslope berm width (G.2d); y +.ii e.=S 9.09 i�.oa ia,92 1.36 z.9a 3..�s �.vo 1.30 �.o= i � tt +�� Et + _L ft = � feet �0 �t.29 6.67 10.00 13.00 23.33 ?.31 1.86 3.)3 ?.�S 1 I? i»-t � I 1 �.48 7.14 �I.I 1 17.63 30.43 2.26 2.78 �.33 3.61 3.95 a=e I � 12 �t.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.J9 3.80 ll�h ! Final Dim esions. o►e:The produet of�he muluplier end the hei�ght rcsulu in ihe honzonW disunce io where me � rm meeu the o�ginal lond slope.Example:Height u upper edge of rock Iayer u 3.0 teet.nxkI � 1� ayer is 10 feet wide.land slope ia 696 and bertn tlope tatio is 4:1.Upslope berm widU��s 1.1?c I 3 X � 'y .0�9.7 ft:helsht at lower edse ot rock layer is 3.0+10 z U.6.3.6 R and dowrolope berm w iJu j �5.26x3.6� 18.9ft 1 E LAYER OF GEOTCX7ILE --- �Unr�Y SnhiU Cnt� FABRIC — PCRFORA'�ED LATERAL GRASS COVER � '� s iNci-�Cs CLEAN SAND FILL . 1"OPSOIL .,��: . :�;: . MAXIMUM SLOPE -- ::.':`;:''•,�},.° ° ' . � '� .... ,� 3 TO I � �:�.�� :� '.t� „ � TOPSOIL CI.EAN ROCI< � PLOWED OR 3�a 70 2'/2 INCI�ICS �� SUBSOIL DISI<ED SURFACE �, � "/o SLOPE y'�*` CROSS SECTION A — A PIPE FROM PUMPING CHAMBER . . , • . y : . . r� �, � ' • . 'I ' U . / �• � - - ;- i-� • r-� - '-- I � � � . �. ; �PERFORATED � '—' � � � • L'ATERALS � � � . � � . — ; � � I ._ ' I ' �,� I — � ' i ; — � , ,k .• � � � I . -_ � � ' 8E0 AREA I ; ; I � •` . � ' 1 I � z �— ' ' ( � � � � ' I A ' � � o .— . , • I � w ' I . ww := A . � 7C � : _ _" � � z ; � -� � �. � o I � � I = ; �N�H ES I ; — �9 '�`�-;N�--�- , — . _ - I ' � i � •� � � •� • ��— i—) '� i � . DIKE f�� FEET ,_ i` • MAX. �DIKE�1� • -TOl'Al, wiorH � � • ;� , , . . . , . . . •1: • • ' ' "` � � . � ( PLAN VIEW PERFORATED �. � �{t�^t.-_.� LATERALS �.�L". �•��'w� �"'/ �� `_`�� •L SANDY LOA��1 SOIL ... . _ - - _--- �:.'-- •-::�:`. � �� )n. r:y, � ,,` �r ��•�'��'•' ./ . '.. / ' ,r . • yCti�.:'._`.�':!• �•. ,' •;K�/''/` '� �J . ••��:i / j� / ' ,�// '.�,��: /• ,�' n.�' '. � , �j.!• i� ;•• LAYER OF GEOTEXTILE '�' ""`�: � � /� �� `�� :,�: . � . FABR(C ' .�':��.:..j�� ;,� . �� ci / / -/ �. �� ."� .�l 2�� -:� i� -:�/�� '��; .� PIPE FROM PUh�P --'•�::: �� = ,.�/��: � ' %- ;• '. � � � .; �_ ,= � /� � �-� �i �/. / . �:;1..,/� , 3 � _ i - /� �� /''`� ��. � �a 2 /� . .� �% � • . � -/ c�Earv �oc�: �-'� '� ,- ' ' - � •- ;�� •.-� !� - . �� '� DIVERSlON FOR " . � ' � • "' -/ ' r.,� //� � - 6" TOP 501 L� �-�� . . �� --� . � � SUr�,ACE tifATEr� ' '�.� „r� / .�� _, . :� � �.. � J- � . . . �::•. . ' ' 4�� i � �; --C-``t_� --::1'�:'� -=��,,,, /' �' f//� �/ �� .r� . ..'l�/.-' . ';.,. . / - �1.//(��i i' [/ ✓.: . _`�= .i� ��j `�9,, -/' Mai ��: � _� �' - �" � � I �_. . .: i �- � `�''= _ �, f 2�� . �;�.. o � ,. �j •-''• .r. !.'•,. `. a� :; •.:_� :'.:�• ••.•w . S c�Ea �opE ._ � _ �: .. . . •:_:�; .�.:;.:=��=��;,� ANp N ,'`:�� ::,; ..,: ,,:.�:. :;��'::;y��_„-: �� S�� • � �6�� ,�y�� "�� . . QR�K��qYER � ,�;- -"` �`��`:=.�� N _ -- ��. 11p -��: _ . :�. '�� . B NqTU .�. ...-:'=� `.. ARR�ERRq� ..� .,.� �AYER _ , D I KE WI DTt-IS FOf� SEW/_�GE TI;EATM CNT MOU NDS .��';-�-,---='�� ' =�:�==r- _�� , .� � ��,„.,. ----�-�,.� ---.:_._ � .'4:��.�.;-- --- '".�: , -- -`— --- ��--_ —J.Lu:s� r � � .-- __. ._�r—===—r�,- � � _I_ / r � f jQ � ' � �;S i'��,�t��a:.,r.• i..�. ..:F,. n; `✓.�:;�''':':;:''1'lit'v,o�* ' '��(l�, i :. ..•::..;�...•,"S;h Fy1�� i�'��T l`Y'j/(,�'� •`�n:}C�;;.j�4.Y,i;1I_•�IiI�j1Y��I�i{{�,1�� .� ' ��/l �J.•�JJ`�':'J'..'.�1��'l�F�rN�',,1.�1 )��.•`'o"'^+� ti{"��<,:�!.;—_.i:,.,�` ,:;r,.;,;��,��;,�..S,�it��t�t��,.�.. �, ii f:.�: .;�i'�jt� � �I:lf�%� C � ��•,a�,. % � �'�+4 v'y�y;�;..+;.^•�.1��4�t lr'Ii�N,:i)'��vky��y��tr'i,�`•�'�+�~ j;L.-- - .' :.:��;-';.�t�� ' �4�,►;.� �, �� : ' � ' -.✓'1�;:.,�;,. �. � , � ✓ � t� .r�� ` �;:.t.� f t / 1 'S � �:,,: '�;:;y��d��'�'1��' ��('l;ir�►��1: �� , ;. ��y.� ' ✓i�� 7ifi'p��'v1 li:'•i T..l �,un I I�� i�. ��L r,/ /` �`t'.�'•%'�;y�-1'�'"��'11�;7•�t�� 1��^II�1�F y�y'�.�� • ' /r {' " .�."' ':;�;..%-;�-t�r rr,''y�'1'�s+.�f�� ',1��/,?.�.;+'�A�`t.��. �/ c �� ..r�� :� �;,,�..ci1�t'��i:j�1 hY�)1ti�.'' ,��fff'�}}}��1111��'n„',��/ /�� .:• " `,�Y�'�'��;.C.'�� l ��r��i ��! y'��1. �Y��+. r • "•� "�`y<' .pi ��. 5 J a�c�Y ��`� ��1�� ,�1',�,ti.� 1� " . .�•; , � ✓.r y tI .Fr�1;y:L'• •".�1,�1`t��'1�l�'- �;� y 4� •r � r C ( 1' .,.. �S:,�.;.:�!, � 1 ,`4 �,Y l�`(,1�1`��;"yj, �;�i�;;��1 t\�,YS�S L y ;i:; =`i�� yY.. �tt7.�,' rr' �Y�.� ��''�'�}��.P�j,, �, �`!Y� � �// \ `•r= :;.' ,. :% n a�,�� •��a�� !d�'S �,� ��1��uJ ' .��I�.;`;r;'l?"�•��;ti,��';�ja�• �l�t`��Y i�5�� lf�t�`��{�i�.� .�,,.�. , i � '� � �-'� �v.�;' .,.�,.�lG",,i r,�`ti�r, i 7 y ,� �i��w� / .� �, ��a- :a±_1�, rfi i�i. t�> > �,,� ,•/. V.`eC?;�,��•��L -f�i�t . ��„1��, ► ,�' ��'- � V� ��''� ��?� -`�.y��"��j o l�(�Il' •�!}��1� / ��. � v�u��' h-es� � � . �� .�� .:_ � .,. � .�.. `� A„ .�.✓ ��. � � RECTANGULAR SEWAGE T�LnTMENI- MOUND � � ;� ��}��•_�,..i`3 -�S�1`�9" ;•'c'��''�''.�'�i'�S`i�'� l�`i'Y��• . ; (w, .:,::::: ',c.; � 1 V`J�� - �• '�` �� j 6?�� j • � �v�� r ..,`��'�'�.=.�•.�., '-t�\t:�`��'�,%`EG��r t )� r�vrl 1�* -i_;. �, Y��.�rv�'�,ti �a:.�?�1'�' ` J� r� �.: -.i',; f <<.�c, , vr� �. t�1 �� *J' �.� _.r. i�'\/�� 1� i'�' ��( �'. r. 1. Q��31�t r I'� • _ ' ��'�i i��YI��i,��`l'1�� r,/ . Y �� S��...`� � � )�• � �_ f/ � ti��:�:'•��:�; �T:;;:Js�'�l,�;r'�?,.;t.�::;�.� /i`i/ .��; f�;� �L��=::�',�:��l��`��c�� ✓°'' '/ /� FOR ISUR�ACE CHANNEL s,, _ ::� :;',��-:::z;�� f��` � . RUNOFF ��f�:+;�..: •�-:��•;;_.,��} y. ------- ..i`�=,-�-_,Ft 2f . ,.. - - - `f._��'=��t�}��,{lij r SLOPE , ;,, ,.- � :��,;.:-. �_ � +• !;�.�,.=�_=.=: .-:'� .'- �=;�4;:��1 i� ��V�,;, =�� =°7`�'= '"` � 1 , !�r� _ _ :..�;, .:..;;, ,,_,:;�,,, �t,!, � ~'•s•�h.r .. J�::�-i.:r..jN,-tV•. y t� � . ,__ •.� � � r, it�:: ;-- �� i �E�).•�4�c;'t.'f_'_��,•;•..,��.y�j 'V, :4;r�,�v�r�� Yt`,1��i;U)`',�,i,(i' ,i-G'•/ ��, I�I 1 / 1_:. � '� - 1�..�r; �,� �� ..;•..-; + ! i, � �.�rf� �.�``'t`'��1�,�'tii•�,�,�x'� ;�w�'S�'��`•>-� ,.6;��v�y� �, �,� �'� � �_'�� > > �f � '�"�'-"� }� �t � � v. v� �u` �. .u?� .,+7 ��,"K��,r��IY�i��?F��. �� ^ . g.,��, � r� t� L�� /��'�F ,�� ' ` �- �' .�` ,� :`•�?,r�'� ,�ti-�'T�i�� '� / ^�� `�c l��Su`�4��= - �/ 4� �_ �•. �' �i +i "• ,,.�, �r• „� `r' .. � � `�• �.'—ri �.. // ' �� i•• `�• ��. v. .� SEw'QG� TRCATMENI' MUUNU UN Cpf�J1"OUR . , , � . ' '�PUMP SELECTTON PROCEDURE . =:;�; ' . � A. Determine pump,capacity: Gravity Distribution��;x,g'�,�F��;,_; 1. Minunum suggested is 20 gpm 2. Maximum suggested is 45 gpm , `,;, r ,; ;. , Pressure Distibution Y;;",s, `�4 �` <;, . 3. a. Select"number of;perforated laterals_ '� PerforaHon Diecharges in GPM b. Select perfora#ion.spacing`='`' '' 3 feet. Head Perforation diameter c. Subtract 2 ft:fr'om?the iock:layer length. - feet inches �� 2 ft'_� �' "`�p �'feet.. � 32 1/4 Rodc layer Im6th + d. Determine the'number of spaces between perforations. R �.oa o.74 Length perf spaculg='�"ft.+ 3 ft._ �G' apaces ls . 0.9° 2.Ob 0.80 1.04 e. �� spaces+;1'='��/�"��'�;perforations/lateral f. Multiply perforations per,lateral by number of laterals to a Use l.o foot single homes. �� b Use 2.0 feet for anything else. get total numlier.of;'perforations.� x �� _�(i perforations. S' `�s X#�1� �8Pm , fp �, n �f�F��a�#t,s� ,, . - . . SELECTED,PUMP CAPACITY�(_gpm ;G: :.,�. . ' Soil treatment ry�tem B.Determine head requirementa: ` 1. Elevation difference between pump and point of discharge. ' �' ' w:_��feet Total pipe length � ��..,�. � 2. If pumping to''a'�pressure distribution system,five feet for pressure required at manifold if gravity sYstem,zero. � feet I"�e� Elevation Differnnce pipe 3. Friction loss -„:'' '� , ------- -- - ,... . �� a. Enter friction loss table with gpm and pipe diameter. -•..•-.....-••-.. . . ------------------------------------- Read friction loss in feet per 100 feet from table(F-14). F.L._ . }�' �jft:%100.ft of pipe , b. Determine total''pipe,length from pump to discharge Friction Loss in Plastic Pipe point.'EstImate by adding`25 percent to pipe length for fitting Nominal loss,or use a fitting loss chazt(F-15 R 0 feet). pipe dia. Equivalent pipe length-1.25 times pipe length= ,.z� x 1.25= 2 $� feet Flow Rate 1.5�� 2�� 3° gpm c. Calculate total friction loss by multiplying friction loss in ft/100 ft by equivalent pipe length. 20 2.47 0.7 0.11 Total friction loss= ). r r x 2 S +100= 1 feet � 3.73 � 0.16 4. Total head required is the sum of elevation difference, 30 5.23 1.55 0.23 s ecial head re uirements,and total friction loss. 35 6.96 2.06 0.30 P q 40 8.91 � 2.64 0.39 � f 45 11.07 3.28 0.48 - 3 +_�+ , 50 13.46 3.99 0.58 (1) (2) (3c) 55 4.76 0.70 60 5.60 0.82 v 65 • 6.48 0.95 TOTAL HEAD ! feet 70 7.44 1.09 C. Pump selection 1. A pump must be selected to deliver at least �.�gpm (Step A) with at least �_feet of total head (Step B). �' � REDWOOD, CEDAR OR WATER TI GHT & LOCKAB LE ECECTR I C BOX TREATED POST (4 x 4 m i n) P�LUGS OR ELECTRIC CONNECTIONS � INSIDELBpTj(RIC CONNECTIONS MADE 2 PVC CONDUIT SCHEDULE 80 6"SPACE LOOP OF POWER CORD� FOR MANHOLE COVER CHAINED & LOCKED —�— SETTLEMENT SEALED MANHOLE RINGS FINAL GRADE ,� ' � AT LEAST I 2'� �' � UNION BELOW GRADE � " ; -WIRE FROM POWER SUPPLY `' � PIPE IS LAID ON A UNIFORM SLOPE FROM .•:e i � � PUMP STAT(ON UP TO SOIL TREATMENT AREA �i _ � FOR PROPER DRAINBACK SEALED TANK COVER I F PIPE AT TANK MUST BE LOWER THAN s UNION TO GET ELEVATION FOR DRAINBACK, PLASTIC R.OPE OR CHAIN A �/4 INCH WEEP HOLE MUST BE USED WITH ANCHOR ' ALARM FLOAT ON SEPARATE WEEP. HOLE ELECTR I CAL CI RCU I T � NOTES� ELECTRICAL WIRE FROM POWER SUPPLY START LEVEL � -}-- - _ MUST NOT RUN OVER ANY TANKS BUT - � �' MUST-BE LAID BESIDE OTHER TANKS 3° � AND MUST BE PLACED IN CONDUIT ALONG POST SHUT—OFF LEVE�� ELECTRICAL CORDS FROM PUMP AND FLOATS M{J5"f BE RUN THROUGH . CONDUIT: WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT CONTACT. �.�� . .,; I .. ". � - �.y . I ��?0 'S ��a' �o i� � W �. �\� ��^ � `a�! '�i I ,f ' � � 55.57------- �v /� � f� O � � / O �-- ----- � --- i C j� '�.� � N i I 9q�' �^o�� ti° 994. 92.s . � I � ._ � ^ i* � / '�� 14.84 tl � � N � ` �� ri��92. 3 pp � 6 � Z � 9¢4983.6 ,985.5 �� / / i / /' � 9�4.-- -----I ` �►on � �� 9 � p 1�.00 _ 93.3 ' � �3 � � � % � ,� 2.7 30.20 I . 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I I �� b-` '� . g.� I ( 97 .1 I I (��` �� .� • I ( � � �� I I � ' 10 � � - ...... _ - - .- - -� -- - �- ' - � (5 � � - - - - -- -- - - - -- - ,- , -. �I ; ,. � •�o . . " - , � �.«, . o a ` 97�.e �' `` •- i�� _ �'--- ' -198.00-- --- ,aea.4 WEST ' . LUCE LINE TRAIL '9�'� Ir / � � 5 �c�.a.l� � = 3 0 DATE TIME CITY OF ORONO CALLED IN INSPECTION I�jOTICE SCHEDULED 8"�Sro� Z�U� PERMIT NO. l'O 2725 COMPLETED �� ADDRESS � ??5 �� l�k�T�t� t-i�s�' OWNER �r�f-�-tS CONTR. L�/1-��I�S O�ls i'�' TELEPHONE NO. > DESCRIPTION S E'�T�L ��Kec � � lL 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 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 LL. 22 FOLLOW-UP Q = 09 P�UMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a O �� O � W n .! Qt,�Y� � -- _ Z W � W ►� Pc � � d W ❑WORKSATISFACTORY:PROCEED �ROJECTCOMPLETE � C�CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY W O C] CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT �1CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN Cl STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED CI INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next' ection 24 hours in advance. 249-460� OwnerlContr ct n si e: Inspector. �� White Copyllnspector's File Canary CopylSite Notice Ghv�S ` DATE TIME CITY OF ORONO CALLED IN �,.3-U� �S� INSPECTION N TI SCHEDULED �_�� PERMIT NO. COMPLETED ADDRESS a�I� J�'�`-� �v� TJ'\• OWNER CONTR. LQ��/S S�{�/G TELEPHONE NO. �11 �"�l�(,o �70�--7�[,c� � (` l � DESCRIPTION t��-k'Pt� �' 1 a n k5 lL 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 v 07 DtMO-FINAL SEPTI-C INS_TALL_> 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL r 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � � � 3 — 13d� ArsR�i�l �rPC�tSf" Cav1�'r��+� � � o —" l� �C b Z, �j,� /�� o -- 3-�!` x$y� J�}vt � BFD Q -- �vt�Z �ee� WI�4r!i ro c-t� 2'� � --- ! '1-�' �a{s�i r�f s , 3'�� , �/�Z` aex.� z � — ►-' o � — 5'�-2 f s 0� � d �WORKSATISFACTORY:PROCEED - PROJECTCOMPLETE W � Cl CORRECT WORK&PROCEED i_ ISSUE CERTIFICATE OF OCCUPANCY W O C� CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. �: PHOTO TAKEN INSPECTOR WILL RETURN ❑STOPORDER POSTED.CALL INSPECTOR CITATION ISSUED C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call fo the next' pection 24 hours in advance. 249-460� OwnerlCon ac r on te• . Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN 7�31-0o gL 3a INSPECTION NOTICE SCHEDULED �-3�-oU <iO PERMIT NO. P d 2��g COMPLETED �- 3�-Oa ' � ADDRESS 2 7?S �C.rER llur� (YI�tL �'vf.Sf OWNER 3�� /_ru�3' CONTR. L�rr,��1�S �vt-,S r fiE' TELEPHONE NO. Yyg'217 E� � DESCRIPTION ��Uq�'l � ty� 01 FOOTING 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 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: � W � O � � � � a � O � W � Q � Z W � W � j GW �1CVORKSATISFACTORY:PROCEED : PROJECTCOMPLETE � C;CORRECT WORK&PROCEED I ISSUE CERTIFICATE OF OCCUPANCY W � C; CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT f i CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN C:STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED f' INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call fo he next in ction 24 hours in advance. 249-46�� OwnerlCont c r site Inspector. White Copyllnspector's File Canary CopylSite Notice