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Home My WebLink About1999-011516 - new septic PERMIT CITY�F ORONO PERMIT TYPE: 27�� ueiiey Parkway- P.O. Box 66 Permit Number: - ��`�'� ;'��: �''�r.��' Crystal Bay, Minnesota 55323 . ._ ' °_ Date Issued: -�_'�`� (612) 473-7357 _., ;::�.�__ SITE ADDRESS: _ _�`�~�� ;��i�ia''t�°� .. _, . ,.i f �.. _ '_ ' _ DESCRIPTION: � I E t. _ .s�.�,i�_�+ _ E,�'.a�.t�;+. ..y::?i'ti;1 �. � `;��:_ i+�,�,i'�i W`ti�— I 1 f_ -' f�'-`! � =r.=tur=i' t�. �;�;a t.t.:1' �c;`_:'1�:; ? ::�,E,. -L'_' _ .� t � ; x . 'r-,�_.-�j L1i-,�`�.�:� REMARKS: FEE SUMMARY: _,i.i':3�� . ._... . � _ .. . _ _ �'1.{S•t_f;._;�.5's�;r".� � .;1 f t_�T.�{ : �'-_':�` -_�._.._..��._�i .Y:'_1�.��t_J CONTRACTOR: -- . ._. .. ._ ._ ._.. . _ - OWNER: ;; ,'< -; :� �;��..: - - _ - - _ - _ - - -- _ ;�:-,�::=,_: : ..- t� :;� :_: ::::� . . _ _ �. _ _ . _ . _ . _ ..... . . _. _ _ _ .: i�=.- - _ �:��,, =:i ��:� i�:;;�°��;f�i�i;I-�x t_L`�: ' i:k _ v.��°'t� L L.��..�_e . . . . , f E:v _. ' _ _. . _eT".e_;:'.�_i . .%�� _. _. ... �. _. 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APPLICANT-PERMITEE SIGNATURE ISSUED BY:SIGNATURE � �� : SEPTIC SYST�EI�I PERi1-ITT APPLICA'IZOv CTTy OF .ORONO Box 66 (2750 Kelley Pazkway) � Crystal Bay, IbI�T �5323 = JOB SIT� ADDRESS: �� 'fI�t',%��"o' �,C i C�� DiC�Df�i' Occupancti• Type: Residential � Commercial Qther Permit T�•pe: Ne�v or Replacement System, ��0.00 r ' Repair Existina System, � (Tanks or Drainfield) 0.50 State surcharge added to abave fees � • *See fee schedule for non-residential permit fees Oimer's ir'ame:�.�'�� /z�ti✓I�' �'//�5. Fhone�Tumber: IVlailing Address: City: _ �P� Contractor's I�►TairP Phonel\'umher:�/Z Y67- 3o�8 �, , , ,ti y � �� ^� NlailinQ Address:� /�! �X�ar��-�9' City• a 2 i0. � S S r�� /f!�• � D O 1T O T ti�� P��"�NT �4�I'I'H THIS APPLTCATION GENER.AI� I�tSTRUCTIO�IS �, Applica[ions for septic system permits may be mailed or submitted in person at the Ciry Offices; however, germits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work mus[ no[be�in unless the permit card is on the job site. J 2, permits will be issued only to con[raccors holdin� a City oi Orono Septic System Installers License. 3. All work must be done in accordance �vith the approved sep[ic system desi�n. Design reports are not considered approved unless accompanied by thz "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4, The follow�inJ inspections will be required for all septic systems: _ . � A. Pre-installation site inspection to include inspector, installer, and general contra.ctor. B. Tank installation prior to cover'ui�. C. Drainfieid trench installation prior to coverin�. For mounds, inspection is requued after rouQh-up but prior to sand placemenc (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipin� installation in � rock b P• S�tion D. F i n a l i n s p e c t i o n t o veri f y pro per final cover de pths and to veri that all ump (where required) components are functional and comply with codes. 5, Individual holdin�NLPCA Instalier Certificate shall be presen[durin� inspections: A 2`�" hour notice is required for all inspections. � t NOT'E: �Applicant niust initial all spaces. Fill in ali appropriate blanks, check all appropriate boxes. . v � ' 1. I have rec ' ' eived a copy of the system desi?n includin� the Ciry of Orono Septic System Approval Cover Sheet. � � "�' ' .2. I �vill be installinQ the follow' Q• in�. A. Tanks: �recast Concrete Other Manufacturer Tank Capacities: 1) �al. 2) ?aI. ^) J � Q�1�, B• Pump Station (if required) Pump make & modelZo�fP�� /�y (attach pump curve & literature); system desi�n requires gpm at feec of head. Hi�h water alarm make & model tside • ' elzctrical work to be completed by installer eleccricia other . Inside electrical work st be completed by , electrician. � C. TreaGment System: � Trenches: s.f. � Mound CX��°h G' Depth of rock below pipe " Rock bed dimensions 6 'x�' � Drop Boxes Sand bed dimensions 'x ' - Distribution Box � Pressure Dist. Pipe Diam. Z � " Ivlaniford Pipe Dia.m. Z " D. Final Cover/Topsoil to be: borrowed from sice (show location on site plan)- � �trucked in The undersi�ned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance wich the ordinances of the City and the regulations of the State of Minnesota, and cercifies chat all statements made on this application aze complete, true and correc[: Si�natureofAppIican[: -�•----- Date:�— �� 1'� MPCA Certification No.:�y'�f - � Staff Reriew: Appro Denial � Revietiver: � • .,l�`p,Q, . . Date._ u T�;/ Reason for Denial: � O� CITY OF ORONO SEPTIC SYSTEII�S APPROVAL . . . ^\ ��~�� _ �I'�`Y of ORO�O � , `��► \'��;:s. �► � �1� �h z��>' � Municipal OfC�ces ` �� i� G~ p�e orr�soX� Cry�stal Bay,Muu�esota 5532.3-0066 ��kEBK g'� � LOCATION: 45 Cristofori OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: DH Excavating REPORT DATE: undated The City of Orono has approved your on-site system design as of December 30, 1998 (approved-disapproved) (date) with the following corrunents: THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF O ONO � By � Stephe V kman, On-site Systems Manager � TELEPI iONE-473-7357•FAX-473-0510 MOUND SEPTIC SYSTEM DESIGN And SITE EVALUATION on the EXISTING MOUND FOR Kyle Hunt And Associates 18324 Minnetonka Blvd Deephaven MN 55391 SITE 45 Christofori$t�i e;�`�� Orono, MN Hennepin County BY: DH Excavating MPCA License#644 P. O. Box 81 NYA, MN, 55397 467-3098 Desi�n requirements 600 gallons per day X .83 loading rate= 500 square feet of rock bed 500/7.5 (width of rock bed) =67 lineal feet of rock bed The existing rock bed is 61 feet in length, so an additional6 feet must be added to the north slope to meet a new construction code. Material requirements 2-1000 gallon septic tanks replacing the existing tanks 1-1000 gallon lift station with an aud./vis. alarm in the home and new electrical hookup 2 tons of washed binder rock 29 tons of washed concrete sand to add slopes unto the new rock area 32 tons of black loam (2 of which needs to be sandy) NOTE: the site must remain protected from traffic before, and during, the construction of the drain field in order to protect it from soil compaction caused by vehicles driving over the sites. All installation must meet Local Unit of Government codes or MN Statute 7080; whichever is greater in its restrictions. The temperature did not allow for percolation tests to be completed. The sizing factors used, based on the soil type and structure, will adequately treat and dispose of the wastewater generated in a single family home. �L = 67.62 �'1 R = 140.OQ� �� o2.3Q � �� = 274033 - � � � � 1 \ - � 33s.ot i _ :_ . ` 155.01 — � ,� �S, �$� ,53E. H89 ` '�"'� 9��'�� `�?'' LC) 2 � � �r � S �'� .O� / L = 229.85 \ � � M / R � 110.00 0 � �a �� o,�$��3� �- „s°�� 2t�_ � N tn . �S �y9'�? N 89°44` 32"W 43.62 �— �3� �� 20.00�- � � ��40.00 � �'�' ' �� s 53pp 4 � �s? / � i n� 2?°Op�45„ + r3e,�0 1 V a� ?`3��3'� � g ��'-; Ss.2o LOT 1 � m � �' Q 5 8 �'5p'�yy �= 50'07' 49" \ o �,�J � R � 110.00 Z p� S�?�?9 L = 96.24 N � � 3 ,, M � ��y \�3 �' �.�4�- \\ '`� � � � d' s ��\,� e �\N�w 3 � d' 0 0 8`;583`��k� VpR�INA� � °' v, � � � EqSEMEN� " ! �i '� � �o �� , � � V? � N� � � 1 Zl ��,°`�� a�° '� e= 64°35�4�„ �$ �,•� \� � ,_ _ _ l R ` 14656 �� \\ �� ,� 1 `� _. – — 477.32 � \ � 89.03 ' � � � S 0°25' 45"E t I I � ��/ 28�5 �i C. BRG.= N �1°42' 28"'E�� `�� QT �� 5 E 6fi4.40 R = ;�o.�o� , ,, , � �� N C OS,, '� ' F L = 44.91 � % ' � 3 . \ 10?�' THE SE 1/4 OF 11-IE NOT TANGENT // N y� �, �0?8 s3�� s28 1/4 OF SEC. 31, T118� R23 `� � s� � 3 „��30� � °�� '�� 661 N � � \ ,� '�i, 3 3� . . h �S �s � O �2 '40 � �� h �g� � .d- • I � e'°s�ab �/ �o . � � ( � �s�� . �' ? °v� `— `S 2�0 �� °° 4S� ss �OT Zg� Z ! 28�'G� � < , . Mo�nd Desi Worksh t A. Flow Estimated at 600 gal�ons per day(gpd) far a four bedroam dwelji��. B. Septic Tank Liquid Volumas # of sepiic tanks=2 capacity= 1000 gallon tanks Lift sta�ion capac�ty� 1000 � ��lans C. Soils (re€er to soils lag and percolation c�ata sheets that follow) 1. Depth to festricting layer=28" 2. Depth of percolation tests= 12" 3. Texture of'soils are Clav loam with a percolation rate of 45 minutesPer inch. 4. Land slo = 5% D. Rock Layer Dixnensions 1. Multiply flow rate by .83 to obtain required area of rock layer: A x 0.83 = 600 x .0.83 = S00 square feet 2. Rock bed width will be 7.5 feet 3. Length of rock layer is the square feet area/width = 500/7.S= 67 l'rneal fee� 6 feet added unto the existing rock bed. E. Rock Volume for the add:itional rock bed 1. Multiply the rock area by the rock depth to determine the cubic feet of rock: 45 x 1 =45 cubic feet 2. Divide the cubic f�et by 27 cu. Feet to determine the cubic yards: 45/27= 1.67 cubic yards 3. Muttiply the cubic yards by 1.4 to determine the weight of rock in tons: 1.67 x 1.4=2.3 tons of clean wash a re ate rock F. Abso mtiOn Width rExc son, o� xnnooF 'Y RATE 7E?CNRE PER ABSORPIlON WIDTH IN�I FI' TO UYER R'IDTfi >.OS Caa�c S�nd 1.20 1.00 1. Percolation rate in the to 12" of soil is 45 m i. 91 ms �.°° 1.� '.°° P P a.,e s F��,o .� �.� Texture is clay loam. 6b�s �-^ o.� ►.s2 16.b 30 l.omm .0.60 2.0 311045 Silt[.o�m .O.SO 2.�0 16 b 60 C l.omt 0.4� 2.67 2. Select allowable soil loading rate from Table. �o � az. S.� 0.45 gal lons per day per s�uare foot of rock area. <»� �ry �m �� 3. Calculate the absorption width ratio by dividing the rock layer loading rate of 1_2 gpd/ft2 by allowable soil loading rate: 1.2/0.45 = 2.67 4. Multiply the absorption width ratio by the rock tayer width to determine�he required absorption width; 2.67x 10 =27feet G. Downslope Berrn DJidth 1. If the landslope is 1% or more, subtract the rock layer width from the a�bsorption width to abtain minirnum downslope berm tce: 27- 10 = 17 feet m�nimum dowr�slope. 2. Catculat�the mftimum mound size: a. Determine the depth of clean fi}1 at the upsEope edge of the rock layer: (required seperation) 3' - l.5' = 1.5 feet b. Add the dep�h of clean sand for 2a, the depth of the rock layer, and 1' for the topsoil cover needed to determine the mound height at the upslope edge of the rock layer; 1.5 + 1 +1 = 3.5 c. Select the table multiplier for the upslope berm based on land slope against 4:1 berm slope. 3.33 d. Multiply the berm multiplier by the upslope maund height to determine the upsiope width; 3.Sx3.33 = 12feet e. Multiply t�e rock layer width by the landslope to determine the elevation drop; (10x5)/ 100 = .Sfeet f. Add the depth 2e to 2b to determine the mound height at the downslope edge of the rock layer; .S + 3.5 =4. Feet g. S�lect the table multiplier for the downslope berm based on the land slape again�t 4:1 berm slope. 5.0 h. Multiply the berm multiplier for the downslope mound height to determine the downslope width; � DownsSope Upslope 4. x 5. = 20 feet slope berm multipliers bercn multipliers i. Comna�re the values in G.1 �% for given ratios for given ratios (17 feet) and step G.2h(20 feet). _ Select the greater of the two values 4:t 5:1 4:1 5:1 as the downslope berm width; 20 feet. o a.00 s.00 a.00 S.00 j. Total mound width is the sum t 4.17 5.26 3.85 4.7b of G.2d, D.2 and G.2i; 12 + 10 + 20 = 42 feet. 2 4.35 5.56 3.70 4.54 k. Total mound length is the sum 3 4.54 5.88 3.57 4.35 of G.2d, D.3, and G.2d ; a 4.76 b.2s 3.45 a.�� 12 + 50 + 12 = 74 feet 5 5.00 6.6T 3.33 4.00 6 526 7.t4 3.23 3.85 Final Dimensions of the Mound � s.sb 7.69 3.�z 3.�0 42 feet bv 74 feet g 5.88 8.33 3.03 3.57 4 6.25 9.09 2.94 3.45 10 6.67 10.00 2.86 3.33 11 7.14 l I.l l 2.78 3.23 Pum� Sel�ciion Prc�ed:ure A. Determine pump capaeity: Gravity Disttibution 1. Minim� use is 600 gallons per hour(10 gpm)to stay ahead of vWater use rate. 2. Maximum suggested for delivery to a�rop box of a home systern is 2,700 gallon per hour(45 gpm)to prevent build-up of pressure in the drop box. Pressure Distribution 3. a. The r�urriber of perforated laterals is 3. b. The perfoFat�on spacing will be 3 feet on center. c. Subtract 2 ft. from the rock layer length; SO-2 =48feet d. Determine the number of spac�s between perforations; by dividing 3.c by 3.b; 48/3 = 16 spaces e. 16 spaces + 1 = 17 perforations per lateral f. Multiply the 3.a and 3.e to determine the total number of perforations; 3 x 17 = S 1 total perforations g. Multiply 3.f and 0.74 to determine the gpm; 51 x 0.74 = 39 lans per minute SELECTED PUMP MINIMUM CAPACITY =39 GPM B. Determine the he�.d pressure req�tirements. l. Elevatian difference between the pump and the point of discharge is 9 fcet. � 2. Add 5 feet of head for pressure required at the manifold if this is a pressure distribution system. 3. Friction loss; a. Enter the friction loss multipIier from the table wit gpm & pipe diameter. 1.55 b. Determine the pipe length from the pump to the diseharge point. Add 25°ro to the pipe length for�tting loss. 50 x 1.25 =b3 feet c. Calculate the total friction loss by multiplying B.3a by B.3b and dividing by 100 and rounding up; (1.SSx63)/ 100=2feet 4. Calculate the total head required by totaling B.1, B.2, and B.3c; 9 + 5 + 2 = 16feetofhead TOTAL REQUIRED MINIMU1Vi HEAD IS 16 FEET. The pump installed must be able to deliver at least 39 gallons per minute with at least 16 feet of head. Lag of Soil Borings All bori�tg measurements are in inches unless otherwise noted. The soils are located on the bottom slape af a knoll. The parent materiai is glacial till. The soils are typed as being Erin Cl�y Loam by the USDA soils survey. There was no bedrock or water present rn the borings. Boring##1 elevafiion of boring 104.6 mottled soils at 28" 0 - i 7 10YR3�/2 topsail f�iab�e 17 - 34 1OYR6/3 clay loam €riable 34 - 60 10YR7/2 clay loam friable Boring#2 elevation of boring 104.10 mottled soils at 26" 0 - 18 10YR3/2 �opsoil friable 18 - 37 10YR6/3 clay loam friable 37 - 60 10YR7/2 clay loam friabte Boring#3 elevation of boring 102.1 mottled soils at 29" 0 - 14 10YR3/2 topsoil friable 14 - 34 10YR6/3 clay loam friable 34 - 60 lOYR�/2 clay Ioam friable M�inte�tance The hor�eawn�r of an indivtd�l sewage treatment system m�st properly have the septic t�nk(s) cleaned by a licensed pumper e�ery three years, at a r�inimum, in order to prevent the sludge from reaching any poi�t closer than 12"from the battam of the outlet baffle, or the scum frortl reaching a point closer than three inches higher than the bottom of the outiet L�affle. Pleas� note t6at this is rec�uir�d to extend the life of vour svstem, and 'rs re�uired bv Citv Code. Drainag�gnd f�al }andscapi�g Alt surface water must flow away from the tanlc and cirain field area. A drainage plan shduld be completed to insure that surface rum off frorn the hill, buildings, and driveway drain away from the system. To heip the functioning of the system, it must be sodded or seeded. This wili prevent erosion, and assist in disposal of the w�ater, Shrubbery may be planted outside of the penmeter of the drain field, but not over the drain field. A water meter may be instailed to measure all water entering the system. NOTE: If a chlorina�ed hot tub is ingtatled in the home the water from this is considered clean �nd should be discbarged somewhere other than the septic system. Any other water products that generate"clean" water should discharge sa�newhere other than the septic system. Eaamples of these include: sump pumps, pools, water softener, iron filter,self-humidifying furnace. To plumb these into the system will overload it And void aay warranties. GENERAL The contenis of this report are to he applied to the listed property only and are copy righted. Regrints are available from DH Excavating. The soil conditions have been established at the test hole locations only. There rt�ay be vanatians in soil stratigraphy between and around the borings, therefore the extrapolation a.nd interpolation of the results are not warranted. Alt requirements of this design must be followed in order for the system to perform up to the designed capabilities. If you should have any questions or need further information, you may contact the staff at City of Orono Planning and Zoning, or DH Excavating at your convenience. Since ely`� � DH ating C� �-� S DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � � PERMIT NO. ��S � � COMPLETED ADDRESS ��y� �� OWNER CONTR. �-�* �- " �C � TELEPHONE NO. ��S l �'�� DESCRIPTION ��1 `'1 C'+ � � 01 FOOTING 11 MECHANICA�RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETL4NDS � 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 SE N6�1,�. 22 FOLLOW-UP W 09 PLUMBING RI SEPTIC F 35 HARD COVER REMOVAL J10 PLUMBING FINAL �` 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � �� J,, ,, � + ` �'1'V"�/L O � ,� �u � Q � Z W � W � j d ❑WORKSATISFACTORY:PROCEED �PROJECTCOMPLETE W � ❑ CORRECT WORK&PROCEED �— ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ,_ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �- CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for he next in ion 24 hours in advance.473-7357 OwnerlCont ct�r n site: Inspector. White Copyllnspector's File Canary CopylSite Notice D�� TIME� CITY OF ORONO CALLED IN �� J� INSPECTION NOTICE SCHEDULED -� � PERMIT N0. /�5 � � co PLET �� '� ADDRESS � � OWNER CONTR. " hi TELEPHONE N0. � DESCRIPTION I� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIL�ING � 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 O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPT INT. 21 COMPLAINT J 07 DEMO-FINAL 1 PTIC INSTAL . 22 FOLLOW-UP = 09 PLUMBING RI 23 S FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO / � COMMENTS: ' � /�' � � r. � J /� J '� " O �. � O � W � Q ti Z W � W � j O � WORK SATISFACTORY:PROCEED I, PROJECT COMPLETE W ❑CORRECT WORK&PROCEED , ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN -, CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnertContracto ite- Inspector. �� White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NOTICE SCHEDULED PERMIT N0. f�/�i� OMP ETED ADDRESS � � OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 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 � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTI.0 fv1AWT. 21 COMPLAINT _--__ v 07 DEMO-FINAL 15 SEPTIC INSTAL��_ 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU•_Y _NO D COMMENTS: �" -X'-6� v � � - / -- � � j _ — � - O + � � ' O � W � Q ti Z W � W � � d r VORKSATISFACTORY:PROCEED C PROJECTCOMPLETE W � C; CORRECT WORK R PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W 0 C; CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �-, pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL iNSPECTOR ❑ CITATION ISSUED i=; INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. 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