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Home My WebLink About2000-P02010 - new septic system L PERMIT ;CI�Y OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: Po2oio Crystal Bay, Minnesota 55323 Permit Type: Septic (612) 249-4600 Date Issued: 2�g��>� SITE ADDRESS: 3go Big�s�a„d EXCELSIOR, MN 55331 P��: 23-117-23-32-0058 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: N��-ir��ci��nnno�c• ., � ��.,��,� .��„„-,� .�..... FE� ci innnnnov� . �. ,,.,.,.,. L vv�v��vu1� � � . YCilllll PCC. .D ivv.vv Valuation: � �.�� State Surcharge Fee: $ 0.50 TOTAL FEE: S 1110.5U APPLICANT: sTEVE BuxNs OWNER: KaT��rr� sc�vERETaL 2615 CO RD 21 380 BIG ISLAND WATERTOWN MN 55388 EXCELSIORMN55331 THE iJNDERSIGNED IIEREBYREQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BiJILDING C011E REQUIREMENTS. �., �� ` 1 U`'�JY2ctyt, .iT7 r' APPLICANT PLRMITP.G SIGNATUI2E �SUED BY SIGNAT[IRE Copies: City, Applicant, Assessor,Finance Page 1 INSPECTION RECORD CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: Po2oio Crystal Bay, Minnesota 55323 (612) 249-4600 Date Issued: 2�g�oo SITE ADDRESS: 38o Big Isiand EXCELSIOR, MN 55331 APPLICANT: sTEVE BuxNs 2615 CO RD 21 WATERTOWN MN 55388 Proposed Use: Residential n�--�-�c--�- YY (��New Septic System . ..��..��u,..,-� c � Permit Class: Ueneral Permit Type: Septic Separate inspections required: Building: General: Septic installation Final septic in�tall Plumbing: �. ��,; .> >; •:�:;>a:>:�; � � ��. . , .. ,v N �.. $•?> :# 's ��;.�;##N t� i� ...,.. :< � £ ............:: ::::::::. :•>;�:..:........., „ ............ „ .. ............ :. ,,. -s::�::.:: ..............:. . . .::� .....:::.... ......... ........ .........:::::::::::::::. ........;:>:>:>:>::� ,•. ALL INSPECTIONS MUST BE CALLED 24 HOURS IN ADVANCE. THIS CARD MUST BE POSTED IN A CONSPICUOUS PLACE ON THE PREMISES ON WHICH THE WORK IS 1'O BE DONE. ' �Qo2o �v CITY OF ORONO SIEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkwav) Crystal Bay, MN 55323 JOB SITE ADDRESS: � g� ��% =l s��``� _— Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System, $100.00 � ��0. OJ Repair Existing 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: �%�,� ��c- /f PhoneNumber: Mailing Address: 3 3'`' � /'�� .�s l�;--� City: 7ip: Contractor's Name: S'j�� _ ��:,. � PhoneNumber: �� -?S,S"'�-,3ii z— Mailing Address: C�f �:�� /� �L-:i*�ic�-.�,-� City: 7ip: SJ�`�' 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. 1. I have received a copy of the system design including the Ciry of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: ��w'�� A. Tanks: Precast Concrete X Other Manufacturer U�i'�-rJ�� Tank Capacities: 1) �uC�gal. 2) Ck%� gal. 3) G'Uc.�' gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires �_ gpm at �� feet of head. High water alarm make & model �{�'r� ��:�.--_._ ---CLtside electrical work to be completed by installer electrician �_ other Inside electrical work must e co eted by electrician. C. Treatment System: _� Trenches: ��G' s.f. Mound Depth of rock below pipe I C� " Rock bed dimensions 'x ' �_ Drop Boxes Sg Z Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Diam. " 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 rewlations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: ----�� Date: ,�'l" �"— ��`��`�� MPCA Certification No.: 1 �� Staff Review: val Denial n Date• 2 — "7-- c� Reviewer: �� ' �� Reason for Denial: � /1 c.Z-^1J �U G c�1- /P�t.=YZ �-72 vm I-EO rn�'��.�;•�c 1Z c� �� y�a��h (o o Y i vt� ��-u��-12'��f �� r[ c��J ��s ��, -� �-o �� _�55 p�p�-��Y �-� r�s�G r ( >�� S��u-, � , � - SEPTIC SYSTEM APPR(��L _-- , � Q� , �`<;;.'L�,TO$�COPY Il�SPECT�'S COPY � � CITY of ORONO a �';�,: _ � , , �4 Municipal Offices �� VF G~ Street Address: Mailing Address: �.� ' ��i;; �� kEBI;�� 2150 Kelley Parkway P.O. Box 66 _ —�' Orono, MN 55356 CrYstal Bay, MN 55323-0066 _� , ��} - Owner .,,.;�`�� r( Phone (Home) (Work) Address .3�� „�'�(; �.:-;%-�1�, City �%/_6Y)L� State G12�� Zip �`3,�� Site Evaluator.5- ��"5� ' State License #�� Phone# �-/q'7-3S�� Type of Establishment: Single Family Multi Family�%�+•� �'��;,�,./Jy� �,S,�F�1 Commercial /V� Garbage Disposal Yes No�_ � � No. Potential Bedrooms � �k j�" .3 Est. Gallons Per Day L(7'-{ Water Meter Required: Yes No jc Soil Sizing Factor � ,(o�l Perc Rates P-1�_ P-2 JJ P-3� P-4 P-5 P-6 P-7 Restricting Layer Depth B-1 ��" B-2�" B-3 ��" B-4 B-5 B-6 Type of Treatment System: Standard�_ Experimental Alternative Pressurized Mound System At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift � Pressurized Bed System —� Holding Tank W/ Alarm Septic Tank Size �L^��'�� # of Tanks `� Lift Tank Size �C`�O� Pump Brand --- GPv1 `-�5 Head ,5'� Treatment System: Minimum �`lC_� Square Feet�vith jC��Sc32 inches of rock below pipe Type of covering Fabric_ L Other 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. 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. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF AIV`Y KIND is allowed within 20' of tested drainfield sites ever. . �; u i�''. ACCEPTED � DENIED By the Ci of Orono subject to existing regulations and � �r thefollowingconditions:f}�1 �anks ji��ist i��- /� �u c:cr� rn h'C�1s A v',�r�;�ai�c�� w^�<< jk �ra,� , , q i lc�� !��t-, c� �vrvt w'��f F�rc; c; . l�r/��z , , . �� ' .t r� -Ttfi� �`t,�;ii�-i �il�:�,^�;r1� g,�,s �u�, 7`� y� ��r�4s �;2P�� . .r��st �.� �,5;.,��ttp �D�iv .-to �a�nu,�-}- yiei�� $y: 2- 7-C�O (SSr,a�� Chr s Pe , - �stems Manager �'�7 �EOR04M�. 11i�lY�t�FlISE f�l�tl�NlB�t Typr� ��OOMS prVAUDA�S Tt�IS�ESIGN. Telephone(612)249-4600 • Fax(612)249-4616 � ' R' . � ' , S�P TES TING� �l Y C. 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 February 7, 1997 Burch Cabin 380 Big Island Larsen Cabin 370 Big lsland Orono, Henn. Co., MN A site evaluation was completed at these properties for the existing on-site sewage treatment systems. The existing tanks 8� or systems are located lower than the flood plain elevation 931.5 of Lake Minnetonka and are in saturated soil (mottled soil). Mottled soil was found at the surface to 6" below the surface. These systems are classified as failed and are in non-compliance according to Minnesota Chapter 7080 and local ordinances and wifl need to be replaced. This On-Site Sewage Treatment System is Designed for a Type 3, three bedroom cabin (Burch) = 218 gal/day & a Type 3, four bedroom cabin (Larsen) = 256 gal/day totaling 474 gal/day, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - HbC - Hayden loam. To adequately treat septic effluent, a Standard Gravelless Trench System (cluster) for both cabins may be installed west of the Larsen cabin at the top of the slope approximately 30' above the lake. No seasonally saturated soils were present to a depth of 96". This area is very limited and appears to overlap the property line of 390 Big Island. A certified survey must be completed locating the property lines & cabins 370, 380 & 390. An easement agreement will be needed for the Larsen & Burch cabins & also for 390 Big Island if the survey verifies the system will overlap the property line. The agreement will require a maintenance schedule for maintaining the tanks, pumps, electrical costs, etc. A water meter will need to be installed at each cabin to monitor daily water use and to be recorded with each property. Due to the high water table & flood plain, the tanks will need to be located at a higher elevation. This will require a sewage ejector system at each cabin which will include a water tight ejector basket which will pump sewage to the tanks with the supply line having back drainage. The ejector basket will require service at the end of the season prior to winter freeze up or be located in a heated area to prevent freezing. Service would include removal of effluent & pumps. 1 � , y . .. The soils at a depth of 30" have a percolation rate averaging 30.6 mpi. A pumping chamber, a minimum 1000 gallon tank will need to be installed to lift the septic effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. A minimum of 2-1000 gallon holding tanks will be needed. All neighboring wells are located greater than 100' away from the proposed treatment area. Both of these sites use lake water. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic eftluent effectively. Nothing other than gray water (laundry, showers, etc.) 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 : I'N'DIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET D-25 �'�W Estimued Seaegc Flow in Gallons pQ Day(gpd) A. Estimated y�Ll gpd N�� measured x 1.5= - gpd ot 'rya t Ty�u Typc III Tya rv SEPTIC TANK VOLUME B`°`°°ms B. a- I oo (� gallons 3 aso s�oo i� � 4 600 375 256 ,.� SOILS(Site evaluation data) 6 �90o su iz � � �/ '7 1050 600 370 �a,� C. Depth to restricting layer= > � -� feet a i2oo 6�s aos D. Maximum depth of system C-3 ft= �.� feet E. Percolation rate 30• t� MPI Number M�'m"m M'°'m"m F. SSF /.t,7 sq h/gpd s� T.a,� G ry.�m oc �„d �"..�.� TRENCH BOTTOM AREA I��t.-��ss io'-'o,sa. Bedrooms ��;� cs�� H. For trenches with 6 inches of rock below the pipe: 2 or less 750 1,�25 A x F= 4�y x l.C,'1 = �90sq ft of bottom area 3 or a t,000 I,Soo I. For trenches with 12 inches of rock below the pipe: 5 or 6 1,500 2.250 A x F x 0.8 = x x 0.8 = s h of bottom area 7 or 8 2,000 3,000 9 over 9 See fig.C-6 (z 1.5) J. For trenches with 18 inches of rock below the pipe: A x F x 0.66 = x x 0.66= sq ft of bottom area S,,,o,,,,,e,.m,,,,�,,,,,,,,,.,,o,s�.,.,,��.�„ K. For trenches with 24 inches of rock below the pipe: a�,.�.,� ';-..� r A x F x 0.6= x x 0.6= sq ft of bottom area '''w�, "`d' S°�To`a'� rh �� BED BOTTOM AREA Fasce tl,a„o.l• .a,-se su,d — — L. For see a e beds with 6 or 12 inches of rock below the i o.�cos saz,a o.a3 �.zo p g p Pe% o.i�o s Fine Sand- �.b� o.�o 1.5 x A x F= 1.5 x x = sq ft of bottom area 16`�0�o L�,�' 1 0:� 31 to S't .00 O50 ROCK VOLUME IN CU FT �"��-`-�SS �to60 aay� Z�o o.as Slowc than 60"' Qay (024) M. Rock depth below distribution pipe plus OS foot times bottom area: ,��a�� M =Rock depth+6 inches x Area (H,I,J,L,K) ..w;�'�aP°�'�a`�fi„�,,,,� (_+OS ft)x = - cu ft "�,a"°�',��'�:,� ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M+27=cuyds=+27= - cuyds _ O. Cubic yards times 1.4 RO sK wE1Gxz' 6 inches= I:0% Reducfion* N x 1.4=tons - x 1.4= — tons 12 inCheS= 20%Reduction 18`inches= 34�a'Reduction DISTRIBUTION 24 inches= 40% Reduction (Check one based on slope) *siZing`for gravelleSs trenCh Bed (]ess than 6% slope) Trenches �Drop boxes(any slope) Distribution box(level to slightly sloping) r•r•r•r•r•r•r•f•r•r•r•f•r• T TRENCH LFNGTH +•�•�•�•�•ti•�•�•�•�•�•�•�•� t•J.f.�'•l.!•1•t•f.f•f.l•f• 'z UICf1 COVCi ti.ti•ti•ti•ti•ti•5i ti•ti•ti•ti•t �•ti I P. Select trench width= 3.o ft=�u'�,o.uY-av�.��s ••f•f•r•r•f•f•f•f•f•f•r•f• � ti.ti.ti.�.�.ti. .ti.ti.ti•ti ti ti I?ivide bottom area by trench width: (H,I,J,or K) y P = f'f�r�f�f l•f•f' 1 Q ti.ti.ti.ti. L•�.•ti• ti t.l�r f•f• f• linea] fE'et ti?ti;ti;'ti, f� tiitifti a inch Pipe r.r.r•r r•f•f•f• '1�+�-�lineal feetas� �.�o ��.�• �•�•�•�• �'�'�'� f•f•f•r• f•f•r•f• ti•ti•ti•1•ti• •ti•ti•1•ti•ti f.r.f.l•l• .f.f.f.J. LAWN AREA ti.ti.,..ti.ti.. ti.ti ti.�.�.ti r•r•r•r•r r•f•r•T. r•r- {.ti.ti•ti• ti.ti•ti•ti•ti ti•ti R. Select trench spacing,center to center=� feet r.f-f•f f•f•f•r•r•f•f•" f• ti.ti.,. ti.ti.ti•ti.ti.ti•ti.ti•ti f•r•J t•r•�'•f•f•f•f•l•f•J• S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn area �•�•�•ti•�•�•��•�•�•�•�•�•� �2a inch t•J•f•r•f•t•f•J'•f•f•f•f•l• ti.t.ti.ti.\.ti.ti.ti•ti.ti.ti.ti•ti•ti ��X�_= 1 3 SO SC�{t ti;ti;ti;ti?ti?ti;'ti?ti?tiftifti!ti?ti;ti Rock Below the Pipc r•r•r•r•r•r•r•r•f•f•f•r•r• ti.ti•ti•ti•ti•ti•ti ti•ti•ti•ti•ti•ti•ti t•t•l•r•f•t•r•f•f•f•r•f•f• ti.ti.ti.ti•ti•ti•ti ti•ti•ti.ti•1�•ti•ti LAYOUT(Use other side) '•f•f•f•'''•f•f•f•f.f.f.f. ti.ti.ti.ti.b.ti.L•ti•ti•ti•ti•1�.ti•ti 1.Select an appropriate scale;one square= feet. 2.Show pertinent property boundaries,right-of-way,easements. ��-- 3.Show location of house,garage,driveway,and all other improvements, existing or proposed = � 30� 4.Show locadon and layout of sewage treatment system. �;o��,a. 5.Show locaHon of water supply well. '��a��-+-� 6.Dimension all set backs and separadon distances. � Figure D-26 �_/� I _ a�"- i � • F-17 P[_TMP SELECTION PRQCEDL�E �ErD PERFORATION OF p PERFORA7ED LA7Eiial A. Determine pump capacity: �-�« Gravity Distribution � Tp.«� 1. Minimum suggested is 600 gallons per hour(10 gpm) to stay ahead of - :: • ,,�,,,,�w F,,,k,,,,,,. water use rate. '�"""s°"°`". ''�,�,«'.�,�-;"'`..."° 2. Maximum suggested delivery to a drop box of a home system is 2,700 ._ .. ""�3-��,.d","°"°"`°"�°", gallons per ho 5 m prevent build-up of pressure in drop box. . �,,•R,„a .: -� R«;��e Eap. P..��,»�.�.,b ,� Pressure Distibution ��^�e*� �"""'«`•'."' 3.a. Select number of perforated laterals - b. Select perforation spacing= - feet �'�,«;;,.'��,:"'"° c. Subtract 2 ft from the rock layer length. �� -2ft.= - feet d. Deternune the number of spaces between perforations. L.ength perf.spacing= _ ft.+ � ft._- spaces Reyuired Perforatlon Discharge 2. - SF3dCe5+ 1 = � PPSfOIdti0I1S/IdtC1d1 in gallons per aunute(gpm) f. Muldply perforations per lateral by number of laterals to �`dSe � m �, � „d,� ppt total number of�p rforadons. - x -' - nerforations. 32 a 'a p� r' l+�.ra�. pens �cal- � t' (feet) g• � x�-�_ - gPm. 1.Oa 0.56 0.74 SELECTED PUMP CAPACITY '��gpm MkX- 2.�b �.8� 1.�4 B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other appl�cations 31 feet 2. If pumping to a pressure distribudon system,five feet for pressure required at manifold if gravity system,zer�. - feet 3. Fricdon loss a. Enter friction loss table with gpm and pipe diameter. Pipe Lrngth Read friction loss in feet per 100 feet from table. � Point of Dischargc F.L._��ft./100 ft of pipe T ��I b. Deternvne total pipe length from pump to discharge Elevation Differencei point. Add 25 percent to pipe length for fitting p�P ;�� ]oss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b l �d v x 1.25 = �.� feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying �m Fnaim lau per IOOR o(pipc friction loss in ft/100 ft by equivalent pipe length. l0 0.69 0.20 Total friction loss= 3 ��.K x ��S +100=_Z_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 3 � + - +�_ 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2,64 0.39 TOTAL HEAD 34� feet 45 14.73 �3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection 6o s.6o o.sz 1. A pump must be selected to deliver at least �S gpm (Step A) with at least ��S feet of total head (Step B). rn��. . �+ , ..7-P TESTING� �� . 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 Burch Cabin 380 Big island Larson Cabin 370 Big Island Orono, Henn. Co., MN Borings completed on 1-30-97, with a hand bucket auger. BORING NUMBER 1- Elev.962.9 - NO MOTTLED SOIL PRESENT IN THE BORING. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 36" Brown clay loam 10YR 5/4 36" - 96" Yellowish brown loam 10YR 6/6 BORING NUMBER 2- Elev.963.6 - NO MOTTLED SOIL PRESENT IN THE BORING. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 24" Brown clay loam 10YR 5/4 . 24" - 56" Yellowish brown loam 10YR 6/6 56" - 60" Light brown loam to silty loam 10YR 6/3 60" - 96" Yellowish brown loam 10YR 6/6 BORING NUMBER 3- Elev.962.4 - NO MOTTLED SOIL PRESENT IN THE BORING. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 36" Brown clay loam 10Yr 5/6 36" - 96" Yellowish brown loam 10YR 6/6 . �; •' CERTIFICATION N0.627 STAT�LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P TestiIIg.Inc. on 131_97 starting at�:25pm• Test hole location 370 & 380 Big sland, Orono. Test hole number 1. Date test hole was prepared -1 34-97• Depth of hole bottom �Q inches. Diameter of hole�inches. SOIL. DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 14" Topsoil dark brown loam 14" - 30" Brown clay loam _ Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 1-30.97.2:OOp1�. 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 �i�h_�r . Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 12:13 refill 6 12:25 12:55 6 13/16 36.9 30 min 1:00 1:30 6 13/16 36.9 30 min 1:31 2:01 6 13/16 36.9 30 min i --J _� Percolation rate=��ninutes per inch. CETcTIFICATION N0.627 STATF LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 1_31_97 starting at 12:26pm• Test hole location 370& 380 Bi�Lland,Orono. Test hole number Z, Date test hole was prepared 1_34-97• Depth of hole bottom�Q inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam _ _ 10" - 24" Brown ciay loam — 24" - 30" Yellowish brown loam Method of scratching sidewall is kIIif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 1-30-97. 2:OOnm. 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 sinhon. Maximum water depth above hole bottom during test is�inches. -- -- ---- , Measurement, Drop in water level, Percolation rate, � Time Time interval,min inches inches minutes er inch Remarks i � 12:13 refill 6 _ � 12:26 12:56 6 2-3/4 10.9 30 min 12:59 1:29 6 2-11/16 11.2 30 min 1:32 2:02 6 2-5/8 11.4 30 min Percolation rate=11,?vminutes per inch. , � � ' CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�Inc. on 1_31_97 starting at 12:27pm. Test hole location 370 & 380 Big Isl , rono. Test hole number�, Date test hole was prepared 1_30-97• Depth of hole bottom�Q inches. Diameter of hole�inches. SOIL. DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam 12" - 30" Brown clay loam Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is � inches. Date and hour of initial water filling 1-30.97�2:OOpm. Depth of initial water filling is inclaes above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is �.utomatic sinhon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks ----� 12:13 refill 6 ' 12:27 12:57 6 11/16 43.6 30 min i 12:58 1:28 6 11/16 43.6 30 min 1:33 2:03 6 11/16 43.6 30 min _� � Percolation rate=4��ninutes per inch. . � . NOTES , r • � OUTLET TO �. ALL P�PES Sh10ULD BE AT �EAST 4-INCH TRENCII DIAMETER. INLET FROM 2, ELEVATION UF IN�ET ANO SUPPI.Y �INE TO SEPTIC TANK NEXT OROP BOX MnY OE AD.JUSTEO UP OR OR PRE�/IOVS — vG'.VN �OR Dr;�ur�, r�*c LUE.r�1 l�✓FL IT! O+w�' kfvX -SUPPLY I.INE 7RENCH. (O NEXT OROP OOX 3 SUGGESTED TRENCH L�OUiO LEvELS� (Al 2 INC�1E5 �. ABOVE TOP OF OUT�ET PIPE IF PEH�vttAE3LE SYN1�11ETIC FABRIC COVERS ROCK: (B) AT 70P " OF OUT�ET PIPE IF HAY OR S7RAW ANO BUILDING PAPER COVERS ROCK. �� 4. INVERT OF IN�ET MUST 8E AT �rnsT ONE INCN FIIGIIER THAN INVERT OF SUPPIY PIPE TO NEXT DROP BOX. � -OUTLET TO TF7EN<:H 5. TRENCFIE$ MAY OUTLET �riE SIDE OF7 �O-TV� $10�5 0� I1RpP f)OX. y -'---r'-�---�� "--_"1L�.'"-_ ,;, — �jj-,�� v i SUPPLY � � �-�NI.E'i --�-- INLE � ` r 7•- LINE � -- ��'' � i � � - SUPPIY L�NE � �J. _L; � —� i -��`�i � �.L_ i I / � Z.. � *� � 1 I I.. T � r _ ''1� �� t 1 I � � 1 � � � TO,THENCH � ' `� �QUTLET TO �------ -.i �----•-- � TRENCH DROP BOX ' GRAVELLESS TRENCH CONSTRUCTION DETA{LS > >�z� i�,s�;:::��,��, / Inlet Pipe to Next 1 t/2 Male Well Drop Box Adapter — �— 12" Soil Backlill �� Corrugated 7ubing Covered with Geotexlile Fabri Drop E3ox Trench Length = up to 100 Feet Ovcrtill to Allow ��S: i. Bottom of trench must be level. Top " for Settling of tubing must be level. Soil i2� of Soil 2. Scarily 1rQnch boltom and =sidewalls � Backlill � Backlill at le�sl 12 incties above trencli bottom 24" ' � � , � , to exposc natural soil. ' ' 12" '.111`__ _ '_Z 3. For proprictory products consult ; Noles Located manufacturers pertormance criteria. 24� at 4 and B O'Clock ) Figure D-33 � F-8 . �- � . � -: REOWOOD, CEO,qF; OR WATER TIGHT 8� LOCKABIE ELECTRIC BOX—� TREATED POST (4 x 4 min) ' PLUGS OR ELECTRIC CONNECTIONS---- /'ALL ELECTRIC CONNECTIONS Ml1DE � INSIDE BOX 2" PVC CONDUIT SCHEDULE 80 6.SPT LOOP OF POWER CORO FOR MANHOLE COVER CHAINED 8� LOCKED SETTLEMENT SEALED MANHOLE RINGS � .FINAL GRADE �` AT LEAST IZ' ' _ BELOW GRADE UtJION WIRE FROM POWER SUPPLY PIPE IS LAID ON A UNIFORM SLOPE FROM � /�� , FOR PROPER NDRAI BACK�L TREATMENT l�REA SEALED TANK COVER �--IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, Pl1�STIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST DE USEO WITH ANCHOR — WEEP HOIE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT NOTES� ELECTRICAL WIRE FROM POWER SUPPLY . S�R_T_l.�Y�J,.,9_— � ._ MUST NOT RUN OVER ANY TANKS BUT -7 T' ' MUST BE LAID BESIDE OTIIER TANKS •- � 3.J J `� AND MUST BE PLACED IN CONDUIT A�ONG POST _ SF{UT-O.EF�,EV��Q_ _ _ EIECTRICAL CORDS FROM PUMP AND FlOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAvE GROUND PUMP CONTROI FLOAT CONTACT. �� : � Figure F-8 . METAI. COVER �.. _.+:, .� _�_ •�: � J:. _k � . I� ' �`� ,. �.v:,. y i -�_ r: � -- i , ; i � 'iG. v •>•:--:,••:._: . I I `�i 14: _ ._ __ � I CONCRETE ,z+�' MANHOLE � RING � i , METHOOS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-14 I . . " • . • �� . i,_ y'r'-` �� '�VERTICAL SIDE�A�L SEPTIC T�1K -�� FINISHED GRADE -AT LEAST 6'TO 12" SOII. AT LEAST 4" OIA. COVER 4� DIA.� �� AT LEAST I" ' � � AT LEAST I" Mlt�l I— _ �-.. �..,,� ... j ,.. . � � _� 1 A DIMENSIONS FOR TANKS WITH VERTICAI. SIDES A l WIDTH. W 24� MINIMUM LENGTH, L 2 TO 3 TIMES THE _WIOTH B DIAMETER 60� MINIMUM � � DEPTH, 0 30� MINIMUM; 78� MAXIMUM C � A 0.2 D r - �AT �EAST g � 6� MINIMUM• 0.2 D MAXIMUM I 6" - 3� c o.a o 1—'_ I l_ -- ------� ---AT LEnST 4 FEET--- — —"� Npl E S: � � 1. SNJ11NIY1ECSA1lfA.ST�INCIlES�0U1.1E1F.f1 �. AwaK7�ECOvERSSiuL��F.IOU�EDwiT�iw��iNG�ES t. l l lE�S�W l UC O�IE 0�11AOI IE 1.1N7�OLCS.2V'lf.AST r Ti F�w+�rcXE t4 v'nil w Nz�+p E!Of 1�K SUnr�CE �114YlLSCINN�lOCA1F�1'Al111N6fEEfC�KLTNp( 1iE00vE�1�.USfUESECU[D10MEvGNfACGCS4 � W�ll3 ' 6. .�,C�f`A7U7 Kk/UIStM10E DETWFEN F.NU OF NLET f`If`f.ANU 7. �we�St�ECl�Oe�t`v`EOFni�EnS(�wuiCS�iN.�f:lE�1 NEMESiPOr�IONMffI[6►WlUENOLE531�bwiwG�ES OnAwwIOIESIV�IIREIOC�lEOcr/Ef1W1H�lEvaEi onr�o�+�nw+�tr+u�a N»aui��oeviccs.t�ct�+i��tw[cfnr:r�v�tc�a+ 6. FO(11101tlLCN11AlCYl11f)f1�CJ11.1/JIK,^.o�►K��sux+niso.,so rresmwloEiiKsn�.cwsii�ccnicniwe��He ANn011.FNS10NCl.^.o.�so. p�j f IF p{�[►I WCS p I S�v+�I N i�1 CES.A 1t W 1D w51'E C I i0N � �I'E 1415T PE IOC�IEU�I WCf.N i1�E�;Ef M1U(Xlll ET ON fLEi "— � PENCIL � �� .a . � .� ,- � �2H0• E fi " . 't�'h ; y �► � , � . . , INLET ,� '" SCUM �. �; OUTLET �, 'r-_�OIJTLET LEVEL �:�*',..�,�?,i' I' >`. Y S'. _... _—•- — _ — ;I ;; -- SCUM CLEAR SPACE - ��!, ; CLEAN OUT TANK WF�EN� N' —' — -" ��••�• — �, � �1 IS 3' OR LESS OR . — -- — — _ �}� g 8�IS 12�OR LESS � �� _ -- . `' 1 r. ;�,�;,a:.:.::.�.:.��: • �� . � . . �. . �.�w �. .; i:::`•:••:;';•.:� `.� . ,, � BLACK COIAR Y� ;�•j�:r�•;:•• :,•�• SLUDGE ,'t �� DISTINGUISNES SLUDGE � t�;�•.;;,:;:`�. ,, . . _ .=, LAY� FROM �IOUIO f .�t.:.;.•� . .. � t�,.: ' :�•p, >darr.� ,.�.., MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK ��aw 10lM�11�N+�M�M�� 'o a��-� � ��o�ba.'c+ SY��-µ-3.s d3 '�-�tr !m ��.Ytc�cn �� q: oy e-3�rt 1-��r� ��tc-1 l�raa��.� � �RlI�4M�ii� i �� "' � �,,�o � 2'65ti � �� + � � �- � ��d � b"b56 / z�.-�-�.�c��,�a�v�o� s-� •n�-, a�� i + t�� -w��yt-a�y ��so�.a y V�st/ s��,y+ � I � r:r. '(��^ �q �!� 0 � � f � . / �O� / �- � (.'L�6 � Z � � ' IYI � b�t�6 � � `D_ do, -- . .. � , r � � V � O, .� �. �£6 (-i�y+ _ � i_aS" Ip I \ � `� \ ' . � � � -- - � S'S£6-�? �--y' ( bT�y r I � �.00�1��3 � - E'�5��' � �q i � t�oi.d.ek3 � ��5�6 I � OR� r O�.dcn r� w�i � 6�' � . w 3 � �`�ar'� - o�� _ � > L \ �. 1 ..L � o� . 0 6 `C I �.'t �„ I � t \� • l ' I ` ' F�'t C'a�I /� �p.�' '��,5 � �l � I'£Lb-"`3 � �n ,rc} � . 3�+s `^..N-N 3 o�� / q • �O �PY : �"'�4y i — — � D'c `�`L l _ � s-�.�y ^b ` � ' i dsso��,� r I O6L / �� / 1�<<ar� / f� �' ��KK i / i � , / � To�is�� - � ��. /o3000M � �\J{/ i I . ��cY-�C��y` � � �--�.� � �� -t�-�-e�v >-K��-�i��- c��,�. ; �-c �� y-�3�d-�c��- �^/`'Q`�-t'� 'n�' �- � � . r SET- BACKS � HOUSE System must be� C C A"C��l�l � Tank �o� from property lines ?S� from wells : t �o from bldgs. . ��s...zc��»..c ' Treatment area S� �from fokes , zo s;fes� � Treatment area �-a� from property lines i' ,i� o }-�R�No ES �'°^�^•��`� �S�from weiis a�`a`r'`� �o from bldgs. � _ �- - ��from trees ote�Power supply ^'b�O� proof endosure out ' � � � ?J min. � }}}�� 1c.a.s � � i i I pS��YS'�fltYAbT� (I . =��_'P!P_e=___,;'a� _� � 4�� — ftow �� Tank - 1 �o'- �� ;�r Tank , o to Tank 93Y.0 � �`aw "„� � rx\ C� 4 a9.o �,,.��.pYL� � ' I a 97o.J „ � 93o.p Min. t ��- '►y,.o � 3,'�. . PUrnpmg Ma � 4� Chamber DRC 4 to 6��d� .pipe $YSTEM DES(GN -(o'SA1�_�S/A-��- �S� y7�-1 ��a��-c�_ TYPE-- , BEOft00M - Percolation rate�o.t� min.lnch (design ��z 3o min./inch) Treatment area required w/�� of rocSc filter material -� �Zo sq.ft. of trench bottom area neecied (�o'�.,o.ls¢a�r�v..Es�}� Number of tanks required� , Ist lankr000 gaL, 2nd tank��,ga(. minimurr�s Cleon rock -- cu.yds. ( 3/4�� to 2 I/2"dia.,includes 2��above pipe ) a�o��,�r io'�� a��u,.�sS� Pumping chamber capaciry= 25% of daily sewage flow�of��gal.�gal.+Reserve.storage`��gal.t Pipe back ' Ss�,.�t ae oo,..�!c�.D�.0 , � ( Reserve storage = -gal./ bedroom =`t�4 •gal. r pipe back d�inage- �� gal./IQOIin.ft.3� pipe- length of� � � Pump size �Ia�' nP w/� floot pump controls+��ao� p�,�.,,.,.� us� J'd ��,�,�SS� �.,ti�� " Note= When corstructing bed - , this area shoua be shaped Note= Distance from trsatrr � to divert run-off from entering treatment area. �� -�a� \ +� s �p X . � � Q 1 O � .I '° '° v � x � � � _ °° \o O x v � n Q�b v x N X �c . �o • A � � x t� SO v � o q � O A � � v 4 x A N �D X �' v � . � � X °D . �o � � o X � . ( _v � � ' .� � + x r �D . - � � �D X � ' O . r ^ . � � 0 X � '. w ro o � u • � o u � . °' X b O e u 0 . u � 0 . c� / � • . ,- p X • � � . • � x N 1° 6 �+�. �S � DATE TIME JRONO CALLED IN fION NO ICE SCHEDULED a^��'-� � : Od �NO. � COMPLETED �Ess �� tG (s�w�-�� NER .��t.tlZCl� CONTR. BU�tS E�G _LEPHONE NO. / Z1�'"' 3 7 7� JESCRIPTION �iRlNtl� ��K�s 01 FOOTWG 1 MECHANICAL RI 18 EXCAWGRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL J 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 T. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI L 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � " i i"'{.� , i �?N �� .f r j ; O � � O � W � Q � Z W � W � j GW '�WORKSATISFACTORY:PROCEED . PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEEO ' ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTO TAKEN INSPECTOR WILL RETURN C STOP ORDER POSTED.CALL WSPECTOR CITATION ISSUED C, INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. f` Call for the next ins�e�tion 24 hours in advance. 249-46�� -, , OwnerlContractqr'An site:r` � t � : � ' Inspector. - White Copyllnspector's File Canary CopylSite Notice DATE TIME JF ORONO CALLED IN �ECTION NQTICE SCHEDULED Z �5 -�` �` �'�' �MIT NO. ��t'�� COMPLETED �DRESS � �� l(� (S(�l41V'� �WNER �u�''-� CONTR. +��nn,; �tC� TELEPHONE NO. ��-� �' �5�� / � DESCRIPTION !I�'1l� W 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 O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINA� 15 SEPTIC INSTA- 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPRe'Ffkft� 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �' �l6'-Gc` � �'►3i4E'c=��C>N'ai�; � --. su�,�o R.��t�-�— � J O � i � /��l C�G'i � f C(.��.� ri'�,'� Q �a 9C� � Z ' � �S�� C�c�ti('?�7�` c--? W � j a W WORK SATISFACTORY:PROCEED PROJECT COMPLETE � ❑ RRECT WORK&PROCEED ' : ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN C STOP ORDER POSTED.CALL INSPECTOR GTATION ISSUED ❑ INSPECTION REQUIRED.CALLTO RANG ACCESS. Call��t next i spect' 24 hours in advance. 249-46�� , OwnerlCo�itrac r s' . Inspecto ` ite Copyllnspector's File Canary CopylSite Notice DATE TIME OF ORONO CALLED IN � � �ECTION N TICE SCHEDULED �`� �� 0 ,�MIT NO. ��-'�� COMPLETED DDRESS ��% ��C�—��+4N� JWNER �Lt�2Ct� CONTR. 1Jur�v�5' �� TELEPHONENO. �Z� ��?��Z. ; DESCRIPTION ��2�� I,CL� � 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 EP T. 21 COMPLAINT v 07 DEMO-FINAL 5 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEP 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � (�, I�4ll� � .�' �� /1.Q��9�� —I S -�� -� ��/ 0 � tt 2 � 7 c,�� o .� . �._ . �c- � ,,.� ` Q ' - # —=�5C�� Z -� " Z Yz � � c # - _.�! ��' g �' ;i.,� �— � C� . P '�L! /2 �71� l{'tr� j , � WORKSATISFACTORY:PROCEED � PROJECTCOMPLETE W � C RRECT WORK&PROCEED ;:- ISSUE CERTIFICATE OF OCCUPANCY W O C I CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. , pHOTO TAKEN INSPECTOR WILL RETURN f CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTO Cl INSPECTION REQUIRED.CALL TO AR AN E ACCESS. Cail fo ne t insp ct' n 24 hours in advance. 249-46�� OwnerlCont cto�� site: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME fY OF ORONO CALLED IN 2�� JSPECTION NOTICE SCHEDULED Z�t��d /U�(�1.� �ERMIT NO. P��l C7 COMPLETED ADDRESS �� ( --�� D OWNER gu2�c�' CONTR.5�� n�.S TELEPHONE NO. �� ` �7 72— � DESCRIPTION S i '� �5'/1.e�-�!UY� ly� 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 S 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q = 09 PLUMBING RI EPTIC FINAL 35 HARD COVER REMOVAL J 10 P�UMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: W ��E''�'� /4'T" 1 01't Kvi- IC�)4� �bf-rL�ri�}-- � � � 'k �;�_ r`� � � ' � 1:'iL.c:.J i". � t'h°1�/�- o i � W i! , Q �C `�:' �t: `� 't ��:J�,J �% r� � Z ��`k. r v k��'1[ �i G � � � fi :j2 L?'Yl f�'r t't d� + w � w � � d t�GHORKSATISFACTORY:PROCEED C:: PROJECTCOMPLETE W � �7 CORRECT WORK&PROCEED i': ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. , pHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ` CITATION ISSUED Ci INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for e ext ins e tion 24 hours in advance. 249-4600 OwnerlCont `ctdr r�site: t� � Inspector. � White Copyllnspector's File Canary CopylSite Notice