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HomeMy WebLinkAbout2002-P05601 - new septic system • PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway- PO Box 66 P05601 Crystal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 9/11/2002 SITE ADDRESS: 420 Orchard Park Rd Long Lake,MN 55356 PID: 32-118-23-23-0006 DESCRIPTION: Proposed Use: Residential 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: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: J S Stewart Companies,Inc. OWNER: Bill Peterson 5606 94th Avenue N 420 Orono Park Rd Greenfield,MN 55357 Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS 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 BUILDING CODE REQUIREMENTS. � � fs`y a7—rte ) APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Si¢nitures Required). 1-Applicant, 1-Monthly Reports. 1-Assessing. 1-Finance Page 1 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS `i20 Ogc4g ?AC{K . Occupancy Type: Residential k Commercial Other Permit Type: New or Replacement System $100.00 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: L D.k - f-orv,E Phone Number: 7493 -yZ 535-7 Mailing Address: City: {Zv6E Qs Zip: Contractor's Name: J_S.5TEWAIZT 6rnP,wi1E5 Phone Number: 7/o3- 408--7628:1 Mailing Address: 5( c, 9/ ,4w City: 646.une.2.0 Zip: 55151 *** 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 Minnesota Pollution Control Agency(MPCA) 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 stations (where required) components are functional and comply with codes. 5. Individual holding MPCAInstallers License shall be present during all inspections. A 24-hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. V 2. I will be install' g the following: A. Tanks: V Precast Concrete Other Manufacturer Tank Capacities: 1) I$()c. gal. 2) (-5-0c..) gal 3) I S00 gal B. Pump Station(if required) 07(2 Ft Pump make&model Gov�5. (attach pump curve& literature); system design requires 64 2,(i gpm at Zct.1 feet of head. High water alarm make&model . Outside electrical work to be completed by installer /electrician other. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions 10 ' x 7 ' Drop Boxes Sand bed dimensionsSZ.2- ' x 1O1.(9' Distribution Box Pressure Dist. Pipe Diam. I'/Z " Manifold Pipe Diam. 2,`' " 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 ofa septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies . : : statements de o' is appl' •tion are complete,true and correct. Signature of Applicant •% _� / Date: ?-(/-00.- MPCA License No. 703 Staff Review: Approval Denial Reviewer: Date: Reason for Denial: -2P/752 -e 4„, ,"7"-P -Trot- p (7-7-2v7 „y-7 )--,0941c0,47-Yr- r7 Individual Sewage Treatment Non-Transferable License#703 LiTiciorIsse Date of Issuance: Jun 24, 2002 Installer License Expires: May 22, 2005 J. S. Stewart Companies, Inc. Designated Registered Registration Professionals (DRPs) Registration Type Expires James S. Stewart Installer Dec 31,2003 Minnesota Pollution Control Agency Karen A. Studder Commissioner 520 Lafayette Road No.St. Paul, Minnesota 55155-4194 innesota Pollution Control Agency ArT° SSOCIATES ENGINEERS & LAND SURVEYORS, INC. _ September 19, 2000 �2 v "Rctl, a Bill Peterson —' 8215 Orchid Lane {/) ( Ge k Maple Grove, MN 55369 � 7 RE: Sewage Treatment System hc--6,) Site Evaluation Report Hennepin County, Minnesota Site evaluation on Lot 8, ORCHARD PARK, Hennepin County, Minnesota Otto Job No. 0500 Dear Bill: The following is a design for a septic system for a 5 bedroom house on the above referenced lot using a mound system. This is only a DESIGN of the on-site septic system. Otto Associates, Inc., does not represent nor warrant the installation, operation, or proper function of this system for any period of time. No construction should begin before these plans are approved by the Building Inspection Department for the City of Corcoran. Please note that we have marked off the septic treatment area. It is your responsibility to protect and maintain these until after the construction is complete. Enclosed are 4 copies, 2 for the building department, 1 for your contractor and 1 for you. If you have any questions, please call me. ( Si OrSincerely, t Otto Associates a_ 3' dQ\.,^sld f Engineers and Land Surveyors, Inc. ��e' C ;0 . -. F Paul E. Otto, L.S., E.I.T. MPCA License No. 3439 9 WEST DIVISION STREET - BUFFALO, MINN. 55313 - (763) 682-4727 FAX (763) 6R2-1522 SEPTIC SYSTEM APPROVAL � ORONOCüpy IvO CITY of ORONO Municipal Offices �' � Street Address: t Mailing Address: `9$Egg04' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Phone (Home) (Work) Address LI-a0 o c cLe,rJ Park IU City O roti© State MIV Zip Site Evaluator c Arc. State License # 34 3`\ Phone# 763-Oa- 1-1-73:7 Type of Establishment: Single Family )c Multi Family Commercial Est. Gallons Per Day 750 No. Potential Bedrooms S Slope: Depth of Sand: Upslope:1.%3 Downslope: a.4 3 Soil Sizing Factor Perc Rates P-1 I4.b P-2 t . P-3 17 P-4 I y P-5 I% P-6 a4 P-7 Q9 Restricting Layer Depth B-1 14" B-2 14" B-3 i8`. B-4 IS " B-5 B-6 Type of Treatment System: Standard X Alternative Other Performance 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 1500 #of Tanks ca Lift Tank Size 16 o Pump Brand GPM 10,6. Head a�_7 Treatment System: Minimum Square Feet with cl inches of rock below pipe Mound Bed 10 75- Mound Treatment Area( à., 104 (Sc.x 30) 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(952-249-4600) 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 ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED DENIED By the City of Orono subject to existing regulations and the following con itions: By: N cI9-oa Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us ØTTO SSO C I A TES CITY OF ORONO SEPTIC4ERMt�REVIEW ENGINEERS & LAND SURVEYORS, INC. INSPECTOR ' r-`-- DATE C l -fl PERMIT NO. APPROVED AS SUBMITTED September 19, 2000 APPROVED WITH CORRECTIONS AS NOTtiD NOT APPRw OR �Alli work�1 Ise A$ T� enq ass lit yourmini*set�b►Q�• Bill Peterson a tell compliance with aUapplicable inn* et wow. 8215 Orchid Lane x`q"►ro�o`°a IDCIU4I*$Items specifically SUP TWS PLAN SST ON SUN AI ALL TWO Maple Grove, MN 55369 RE: Sewage Treatment System Site Evaluation Report Hennepin County, Minnesota Site evaluation on Lot 8, ORCHARD PARK, Hennepin County, Minnesota Otto Job No. 0500 Dear Bill: The following is a design for a septic system for a 5 bedroom house on the above referenced lot using a mound system. This is only a DESIGN of the on-site septic system. Otto Associates, Inc., does not represent nor warrant the installation, operation, or proper function of this system for any period of time. No construction should begin before these plans are approved by the Building Inspection Department for the City of Corcoran. Please note that we have marked off the septic treatment area. It is your responsibility to protect and maintain these until after the construction is complete. Enclosed are 4 copies, 2 for the building department, 1 for your contractor and 1 for you. If you have any questions, please call me. Sincerely, Otto Associates Engineers and Land Surveyors, Inc. MIS SYSTEM IS DESIGNED FOR 44, BEDROOMS. ANY INCREASE IN NUMBER OF BEDROOMS INVALIDATES THIS DESIGN. Paul E. Otto, L.S., E.I.T. MPCA License No. 3439 9 WEST DIVISION STREET - BUFFALO, MINN. 55313 - (763) 682-4727 FAX (763) 682-3522 SITE EVALUATION REPORT For Peterson Property Sewage Treatment System Page 2 GENERAL INFORMATION This design is for a Type 1,5 bedroom home and in accordance with the Minnesota Pollution Control Agency Standards and local ordinances. A seasonally high water table was evidenced at 14 inches of depth in Soil Borings 1 &2. The slope is about 6%. The soils at a depth of 12 inches in Test Hole 4 has a percolation rate of 17 minutes per inch. All neighboring wells are located more than 100 feet away from the proposed treatment area. NOTES: Keep all heavy equipment off the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. With proper installation and maintenance this system should have no problem in treating septic effluent effectively. This design will require an ejector pump. It is recommended that the septic tanks be pumped every 2 years. MOUND SYSTEM: Flow: 5 bedroom= 150 gallon/day/bedroom 150 x 5 = 750 gallons per day . 750 GPD x 1.00= 750 square feet. 10 foot wide rock bed 75 feet long= 750 square feet CONSTRUCTION EQUIPMENT: A rubber-tired tractor may be used for plowing or disking to prepare the soil surface but in no case shall a rubber-tired tractor be used after the surface preparation is completed. A crawler or tract-type tractor shall be used for mound construction. $OIL SURFACE PREPARATION: The discharge pipe from the pump to the mound area shall be installed prior to soil surface preparation. The trench excavated to install the discharge pipe shall be carefully backfilled and compacted to prevent seepage of effluent. The total area selected for the mound, including that under the dikes, shall be roughened in order to thoroughly break up any existing sod layers and to provide a suitable transition zone between the original soil and sand layer of the mound. The area shall be roughened only when the moisture content of the soil 8 inches below the surface is drier than the plastic limit. Surface preparation or roughening may be performed with a mold board plow, a disk plow, or a back hoe using only the teeth. Mold board plow furrows shall be at least 8 inches deep, shall be thrown SITE EVALUATION REPORT For Peterson Property Sewage Treatment System Page 3 up slope and shall run perpendicular to the slope. There shall be no dead furrow under the mound. Disking may be used for surface preparation as a substitute for mold board plowing in soils having percolation rates faster than 15 minutes per inch(sandy loam)in the top 8 inch depth. Back hoe teeth may be used to roughen the soil surface and break up the sod layer. Care must be taken so as not to compact or puddle deeper soil layers. In no case shall any surface soil be excavated and removed from the area. Mound Construction shall proceed immediately after surface preparation is completed. Every effort should be taken to prevent rain from falling on the prepared soil surface. CONSTRUCTION MATERIALS AND PROCEDURES;DISTRIBUTION OF EFFLUENT: A minimum of 12 inches of soil defined as sand shall be placed where the filter material is to be located. A crawler tractor with a blade or bucket shall be used to move the sand into place. At least 6 inches of sand shall be kept under the tracks to minimize compacting of the plowed layer. The sand layer upon which the filter material is placed shall be level. Sand is defined as a soil texture composed by weight of a least 25 percent of very coarse and medium sand, varying in size from 2.0 to 0.25 mm, less than 50 percent of fine or very fine sand ranging in size between 0.25 and 0.05 mm, and no more that 10 percent of particles smaller that 0.05 mm. A minimum depth of 9 inches of filter material (rock) shall be placed on the sand layer prior to installing the distribution pipe. Filter material is defined as clean rock,crushed igneous rock or similar insoluble, durable and decay- resistant material free from dust, sand, silt or clay. The size shall range from 3/4 inch diameter to 2 '/2 inch diameter. PRESSURE DISTRIBUTION: Effluent shall be distributed over the filter material by three 1 'h inch diameter perforated pipes under pressure 72.5 feet long. Perforation holes shall be 1/4 inch diameter drilled in a straight line along the length of the pipe. Hole spacing shall be 30 inches with 30 perforation per lateral. Holes shall be drilled straight into the pipe and not at an angle. A sharp drill shall be used and any burrs in the inside of the pipe shall be removed. The perforated pipe laterals shall be installed level with the perforations downward. The perforated pipe laterals shall be connected to a 2 inch diameter manifold pipe and shall have their ends capped. The laterals shall be spaced 40 inches on center and at 20 inches from the edge of the filter material. The manifold pipe shall be connected to the supply pipe from the pump. The manifold shall be sloped toward the supply pipe from the pipe. SITE EVALUATION REPORT For Peterson Property Sewage Treatment System Page 4 Geo-Textile material shall be placed over the filter material. Construction vehicles shall not be allowed on the filter material until backfill is placed. Sandy loam soil shall be placed on the filter material to a depth of 12 inches in the center of the mound and to a depth of 6 inches at the sides. Six inches of topsoil shall be placed on the fill material over the entire area of the mound. A grass cover shall be established over the entire area of the mound. No shrubs shall be planted on the top of the mound. Shrubs may be placed at the foot and side slopes of the mound. The side slopes of the mound will be 5 feet horizontal to 1 foot vertical (5:1). This gentle slope will allow easy mowing of the grass cover. The soil material at the toe of the dike should be slightly less permeable or somewhat tighter than the natural soil below the mound. This can be accomplished by selecting a finer soil or by compaction. Whenever mounds are located on slopes,a diversion shall be constructed immediately up slope from the mound to intercept and divert runoff. PUMP AND COLLECTION TANK: A pump shall be used to deliver effluent to the mound. The pump shall be cast iron or bronze fitted with stainless steel screws or constructed of other sound, durable and corrosion resistant materials. The pump installed will need to deliver 66.6 gallons per minute with a head of at least 29.7 feet. An alarm device shall be installed to warn of pump failure. Install the pump control and a Meyers, Model D.L.V. Audio Visual, Lo-Voltage alarm system or approved equal in a conspicuous place at the direction of the owner. Dosing Volume=25%of 750 g.p.d. = 187.5 gallons. DRAINFIELD ROCK REQUIRED: Based on 12 inches of rock, 27.8 cubic yards of rock would be required. SAND REQUIRED: Approximately 340 cubic yards of clean sand for under mound is needed. NOTES: A. Please see site plan layout. B. Typical sections for construction follow. C-7 E-3 E-4 E-6 E-12 F-7 SITE EVALUATION REPORT For Peterson Property Sewage Treatment System Page 5 PROPOSED ELEVATIONS: Basement Floor = 1012.0 (Verify) Top of 1st Septic Tank = 1009.0 Top of 2nd Septic Tank = 1008.5 Top of Pump Tank = 1008.0 MOUND DESIGN WORKSHEET (For blows up to 1200 gpd) A. FLOW I Estimated Sewage Flows to Gallons per day --7 _ gat) Estimated 5 I gpcl "o6cr'O 0..,..,,iaClass 101 Claus or measured x 1.5 = d B«tOpnk- P� - a� lg 'l 375 256I [3. SEPTIC TANK LIQUID VOLUMES 5 ACP 450 294 2-1500 gallons 17 105000 60(1 I 370 I l yre h i 8675 U nr UI -- _-- 1 __1 columns C. SOILS (refer to site evaluation) Depth to restricting layer = L septic Tank Capacities fin gallons) 1. 7 inches /. /7feet L ,,,- dsFumberor Minimum Liquid Liquid ^dnposa 'c2. Depth of percolation tests = f inches Bedrooms Capacity garbage dgposar ldt:asnda 3. Texture LOAM Percolation rateJ - m P t 2orless: IOCA 750 X125 I,00 J or 1100 ,�� 4. Land slope 6 °/° 1or6 15o0 72;0 7.8 or 9 2000 3c00 10°° -1000 D. -ROCK LAYER DIMENSIONS /,0 /a l 1. Multiply flow rate by'�-to obtain required area of rock layer: A x9r= Mound LLR 75O gpd x 8ii�sq. ft./gpd = `750 sq. ft. Pere Rate LLR 2 Determine width of rock layer = 0.83 sq. ft./gpd x Linear Loading Rate (LLR) <120 MPI < l ? I 1,05sq. ft/gpdx /�; = _ _1Q_ _ ft >120 MPI 6 Length of rock layr = area width = - / ft. -- . i..a oeYa.s'aa pna e o ooiiao2ocs'eoo.� co,-,a opo 6o sq. ft. . 0 - �J ft. '�0°a:�Qoo o�,d75,,-.(14�"vn�"nu nc ,v 'r ,(1,14:1'.1c27;3,!-7=4,,a7=4:1)::4) ot70t7gaQC p000000�D R.n:a.v6.0.Q°...i ,a (2,,-,..,-41c."1„ e Width I0 ft °'1":.e�s00000nuDD,e . " o�onQr, <120mpi <10' Length 75 ft E. ROCK VOLUME >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock; i5D sq. ft. x / ft. _ 75bcu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 750cu. ft. _ 27 = �?,$ cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; P' cu. yd. x 1.4 ton/ -" 33, F. ABSORPTION WIDTH 1. Percolation rate in top 12 inches of soil is / i_ mpi Absorption Width SizingTable Percolation Rate tn Gallons Rams m Texture Lo.� Montes per Incl, Sal Teuurc ix,dae rer ADtorpton Wdah (WI) square loot to Rock layer WgdN F]ster than 0.1 Coanc Sand 1.20 I00 2. Select allowable soil loading rate from table; °1ioS 7Loamy and 170 °0 Loamy Saul 16/� 0.1 to 5 Fine Sand 060 700 0 gpd/ft2 6to 15 Sandy Loam IS+ 16 to)0 Loam 0 t50 7.00 31 to 45 Sig loam 7.40 Sig 3. Calculate absorption width ratio by dividing rock layer 46 to 60 Cq.y Loa Silty CU 0.5 76y Sandy CL loading rate of 1.20 gpd/ft2 by allowable soil loading rate; Slo60 wer Man ay 020 60 1.20 gpd/ft2 -- O, 6,0_ gpd/ft2 = -7r 0 4. Multiply absorption width ratio by rock layer width to get required absorption width; D x 10 ft = c0 ft Cover I' G. MOUND SLOPE WIDTH & LENGTH Landslope:6 y �� a (landslope 1% or more) \ ��� _ :�"""` V,r. slope rah S;_/ 1. Subtract rock layer width from absorption width �g4jsm ;§ Clean Sand ie L - s to obtain minimum downslope width ' d1ura'Soil/i ° "�� . Topsoil --__..�.�a : A Limning lover y I ft - /D ft = /D feet upsto 1s th pe Width 2. Calculate minimum mound sizeRock Width- a. Determine depth of clean sand fill at upslope edge of rock layer: `hs°rpt'°^Width �� 1 Separation 3' - /./7 ft = 1.33 feet b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to SLOPE MULTIPLIER TABLE depth of cover (1 foot) to find the mound height Land UFSLOPE DOWNSLOPE g SIoPe, multipliers for venous multi tipeersratiofs vor arious at the upslope edge of rock layer; toy slope ratios p sco 1.,f3 ft + lft + lft = 3,83 feet 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 I c. Enter table with landslope and upslope ratio. 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 Select berm multiplier of 3 85 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 d. Multiply berm multiplier by upslope mound 2 283 370 454 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 3 ight to find upslope width: t 8 x 3,85 = 1%8 feet 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 7.76 6.25 7.89 9.72 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 e. Multiply rock layer width by 6 2.54 3.23 atIO 4_41 4.93 5.41 3 66 5 26 41110 9.38 12 07 landslope to determine drop in elevation; 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 769 10.34 13.73 /o x (a % - 100 =v/ ,l, feet 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 1154 15.91 f. Add depth of clean sand for slope difference 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 (2e) at downslope rock edge, to the mound 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 232 height at the upslope edge of rock layer (2b) 11 2.26 278 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30., to find the downslope mound height; 12 221 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 I 3,83 ft + O, G ft = y4/3 feet g. Enter table with landslope and downslope ratio. Select downslope multiplier of 7 /V . h. Multiply downslope multiplier by downslope mound height to get downslope width: 3.23x 7,14' =,)7e1/feet i. Compare the values of step G.1 / 0 . . . and Step G.2h a 7. 9 Select the greater of the two values as the upslope Width 1 fy8 downslope width: D7, 9 feetrii j. Total mound width is the sum of Upslope Width ooQo;aoa9,;�2ock Bed �� 000flo, �:flc Upslo Width upslope (G.2d) width plus rock layer s iY' °°,`ea"o0,. ! Width �° �4.„t7,,F$:5c i7/�S .D a "'Qaoa° 4:Qa, Len�th o0o a.: a.o. o.<, width (D.2) plus downslope width(G.2i); n oo,oaoODo�o�08yo8vrt'o 'go QoB� sc i1/,g ft + /0 ft + o77.�ft = 5 . feet Downslope Width a7e� k. Total mound length is the sum of upslope Absorption Width I o width (G.2d) plus rock layer length (D.3) --` plus upslope width (G.2d); /1//s ft + 75 ft +, /Y,Bft = /O'/4 feet Total Length ioyr< 9'''-6 Final Dimensions: -750X 7.1-3 = 15 98 5?, a x I ay,(o 75 x 3•a3 x,yrg = 3585 75x 3,esxa7,y=a=39_y 9./417 ---> 31/6, yds f'Ri SSURI: O1SI_R(UU f fON SYSJiM cHHO r•crtr-ort.,rlcx, or r'CRrgrtnrro I Al,r,. I Select number of perforated laterals �v; ,:IfGrata c.,„„, loos; f • t.00mr Son4 L �r<, °, 2 Select perforation spacing _ ?i 5 feet. �r< .,,,, 0,+1<<m< roo,i< ... � w _ ,r..-.r- --I •ill"r<md rnln ... , a- tr.-.. L ^I r•O�<r 1 r, •000000 Lon Lae 1 • I 1 C-o° taco,IiIrJ .rn..:'. 3. Since perforations should not be placed closer than I ft. to C, . f_ _"° ° �_=i the edge of the rock layer (see diagram), subtract 2 ft. from �c244, `- _� <- ;; Ro°,'r,;c;° the rock layer length P«ro<°noni uscoi n 0, CI<°n sone Lo, Oonom °, 1oa„,,, ft. _ -70, 5 feet. 7O<,«,r.ni Soq Prop«I, Scour,<J F.a_t layer h%th -- - B<r a PIOU"p Sond l°,<, 4 Determine the number of spaces between perforations '-"b;"r°at:on°art: C Pu mn.,,<(dVmt Divide the length above by perforation spacing and round °H<.A=` down to nearest whole number. _ __ 1.0a 0.56 0 7,1 Length pert- spacing = 7R_Sft. _;,5 ft = 29 spaces 2.0b 0.80 l.04 (3) (2) a Usc for single family homes b Use for all otherappllcel.ons 5. Number of perforations is equal to one plus the number of perforation spaces O Maximum number of quarter inch t�erfc�rahot 6 . 2_._ spaces 4 1 = 3- perforations/lateral Lateral toguarnantee < 10%discharge Perforation 6 Multiply rperforations lateral number of laterals to spacing i P } perby (feel) ( < (2 2 get total number of perforations. - 2.5 14 18 28 303.0 13 17 26 t,lcrals x rc,rs/ cral A 0 perforations. 3.3 12 16 25 7. Determine required flow rate by multiplying 4.0 11 15 23 number of perforations by flow per perforation 5.0 10 14 22 9ox 0,7y �Gt°'(0 gpm. .•-,-moo s«„,m .r c.o a •�rn,<e asrnr°v<a.r M.t- ric gpm/pe 8. If laterals arc connected to leader p )e as shown on upper --'�� example, to select minima 1 re red lateral diameter; enter table with perforation spac�n„ nd number of perforations <--"• ` " per lateral. Select minimur• diameter for perforated lateral -: _ _. ,aches. • U.a,< M KNO".<O2 Nt....e."..Ni ...C..,a tr�.,c.o.. w 9 (f perforated lateral system is attached to manifold pipe near ni= =�'7"" �'�M the center, lower diagram, perforated lateral length and - ---t-:.77.:-A—- . --- number of perforations per lateral will be approximately one half of that in step 8 Using these values, select minimum diameter for perfoiatrd lateral =. rc? . _ inches. \- ,,.-- N i PUMP sELEC[1ON PROCEDURE A. Determine pump capacity: Gravity Distribution t Minimum suggested is 20 gpin 2. Maximum suggested is 45 gpm Pressure Distibution 3. a Select number of perforated laterals Perforation Discharges in GPM b. Select perforation spacing = feet. (lead Perforation diameter c. Subtract 2 ft. from the rock layer length. feet fiches feet. liZelall r<, K Roc.t. ,< N- 2 ft. = d Determine the number of spaces between perforations. I 04 056 0�a Length pert. spacing = ft. ft. = spaces z.ob oo 104 c. spaces + t = perforationsflateral f. Multiply perforations per lateral by number of laterals to a Use l 0loot single homes get total number of perforations. x - perforations. b Use t o feet(or anything else g.: tTrr x ��_- -gpm. /'/ SELECTED PUMP CAPACITY 44(69 gpm 13. Determine head requirements: Soil " """'`" /00 I Elevation difference between pump and point of discharge. °= •---- 5 feet roti p,fc kn6 1, _____-------- 2. 2. If pumping to a pressure distribution system, five feet for pressure required at manifold if gravit system, zero. q� `� y�a$,0��" Inlet 5AH.: t'a^v.loon O,r(f,e.te r0__ feet P;r.e 3 Friction loss ••t I a. Enter friction loss table with gpm and pipe diameter. Read friction�d loss in feet per 100 feet from table(F-14). F.L. = (vrL4_. ft./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 chart(F-1S feet). pipe dia. Equivalent pipe length • 1.25 times pipe length = Flow Rate 1.5" 2 3" _/20 x 1.25 = 150 feet gpm c. Calculate total friction loss by multiplying friction loss in ft/100 ft by equivalent ipe length. 20 2.47 0.73 0.11 `7 +100= 9.7 feet 25 3.73 1.11 0.16 J`D Total friction loss = ) x 30 5,23 155 0.23 4. Total head required is the sum of elevation difference, 35 6.96 2.06 0.30 special head requirements,and total friction loss. 40 8.91 2.64 0.39 45 11.07 3.28 0.48 _.__1 5 + 50 13.46 3.99 0.58 55 4.76 0.70 (1) (2) (3c) 60 5.60 0.82 65 6:4 0.95 TOTAL READ 1Q,7 feet 70 4 1-09 C. Pump selection 1. A pump must be selected to deliver at least . Co'Cogpm:.(StepA) witkat least a9. 7 feet.o.f:total head (Step.6)... • . ` _ SOIL BORING _ Client: P6Tcees Parent Material: Date: 9 - 12.-00 t 1 Vegetation: 5"((kgz-- _ Location: secr.on T N R W county - Landscape: Soil Type: _ Slope Form: Disturbed/Compacted-Area: . yes no Slope: Type of observation: pit born au enn ti Floodplain: yes�o Boring# 1 2. r': 3 Elevation of Holes . 5. Estimated High Watertabje Depth.of Water m Hole 1�5� Depth to Bedrock: Proposed Depth of System Estimated Sizing;Facto Additional notes: Preiimary Design (opfional): trench bed mound ✓ holding tank g-ra‘;ty distrib. pressu:edist b. fine sand sizing liner upslope diversion hig clap eonstr action problems _., Name of Site Evaluator: Certification Number: I3-53 _ t b 07 m çi4oc . o V ® 0 C O L 0 o 20 � C C 0 0 C o ao • a rrrrrrrrrr srrrrrrrr • 71 AQ gd Pg N D — ml 8 IV PA to ~ 2 2 A $Y 0116 . V' kli P,.0 00 00 00 41 oo 9 •, '00a o 51` E v1 vi N N0 5... 74-4) 0 v)LA 41.1N N Ni 1.\j tV ^j NI N N r" —�. t - 4. f * tJ CI. �. VI MrnM ‘) ""4"11r) MMn ° 43 <140 g4 040 u 6-0 - - r, ._ - - 7 11d1 /Ale' 2 ) n 8 Ozc) a -. ,m Od' ,:o a_ Q N * b 0 ,g 8 I # :ill-,z0,1 Z # $uIzoq £ # 2uiioq 6 # 'Au poq S tt .u+zoq Figure B-24b I • • .� - PERCOLAT[ON TEST SHEET - ` Icst hole location }� ` � _ t(olc It t Date test hole was I.rcparcd: 4- I Z-oa G, L ^ - )cpth of hole bottom: 1 t:-7. inches Diameter of ho Ie: CP inches .oil Data from test hole: depth, inches soil texture: soil color C, -10`7 1 ,�A►�'• lOVR. 3 2 z- I L" -- C1 _to via 3-4 NAIL' Depth of pea size gravel in bottom of hole: inches �Icthod of scratching sidewall: q-a-oo l)ate and hour of initial water filling: 4.10 .p.M. Depth of initial water filling: I Z above hole bottom Method used to maintain lr of water depth in hole for 4 hour,: eaFI LL° -111},6 b.& Percolation test started at (•0(p (am f Percolation test conducted by; /�� ilall Maximum water depth above hole bottom during test: inches WATER WATER PERC RATE conversions INTERVAL WATER DROP DROP CALCULATION TIME (MINUTES) DEPTH (traction) (doc(moO i/16:.06 30 _ 2,� - 19; - A. 118:.13 STA RT 1/�� Z .O TIME DROP PERC l 30 /(0 c'fDoROP (Ay 3116=.19 ►.31 REFILL 1/ 3e _ Z•Otp- J4-10 B 1/4:25 2.07 7o 2. � , Z,D� i'IMG ' DfRO:.P ['GRE (Oa 516:ai 2'Og REFILL 3O Z•04 - 14.4 c 3B:.3s z a D Z ///e 2,. D , '[LM6 DROP ( cll 7116.0 _ - D REFILL TIME DROP ['CRC 1(t=.5 (O.cim.l) - E snc=.56 REFILL TIME DROP PGRC (Doclro.t) 5B:.63 _ F REFILL 11116:.69 TIME (p.clma) PERC 3/4=.75 CI- REFILL TIME 04----1775P PGRC 13/16:21 (Ooct....9 78:.88 REFILL -- - TIME DROP PCRc isti6=94 (Dcctm.t) Ten Percent Calculation • - L.-s<.a,/orna_as s.....lf a 0-...r-az_u- — K 0.10 - K O.iO - ....�U<.{ N of-7Clf_. s..... a Girt.-U (`: 0,C o.C.� - -.`��{ - L.-,k<-a N 5 a• s.....ii<.{ Pot ISL ' K 0.10 - K O.to - -.....il<.a N oTZ.OZ: C—SII<-a A of-ISTZ' 1_.E-.G F.G.141 .{ N ..r L•i•V - 1 r.—,a<.a N or i. _ $...-11 c.a CT(... .1 0 — K 0.t° - -:�l<-allol l:1•t� K 0;10 ST.: . IF 1.0 tho numbortis oqualaortsmatlor ttansbottom rsu(mbor. n orago t O throo numbors for(hort sot 1 is po c (0t • — PERCOLATION TEST SHEET — '� Date lest Dole was prepared: 1 `l 2--oz) I csl taolc location Hole r )cptla of hole bottom: 1t., inches Diameter of bele: 4e inches .oil Data from test hole: depth, inches soil teKcturc: soil color ,. I 10 3 Z g_ Sit. LoC. . 10 10- 3 _4- l vtcthod of scratching sidewall: N,�)L..L.. Depth of pea size gravel in bottom of hole: inches 82--4.90 iZ above hole bottom ()ate and hour of initial water filling: V.'s P.M- Depth of initial water filling: vtethod used to maintain Ir.of water depth in hole for 4 hourl: PGP� IL"� M f'crcolation test conducted by; � 13.6• Percolation test started at i. v/ (arn o.a ;v(a_ximum water depth above hole bottom during test: inches WATER WATER PERC RATE conversions INTERVAL WATER DROP DROP CALCULATION TIME (MINUTES) DEPTH (fraction) (daclmot) " 1116-.C6 3o • 2 6 118=.13 '. a') START - _ A. TIME DROP ('ERC (Docim.I) 3116..19 1.3& 3o _ _ _ 15 B 114:25 REFILL 2%O$ 3, 2 Z. -t-r,�lc (p o:r) PERRC 5116=.31 Z%Vet REFILL J4 ?a 2.. _ 45 C 38.-38 3b "I-riz CD—,“ PE PERC ( � ccirrial 7116_4( _ _ D REFILL 1n:3 TIME ((Dc m.O PCRC E 9f16=.56 REFILL -rime DROP PISRC (Doctm.l) 518=.63 F REFILL 11116=.69 TIME DROP PHRC (D .C(m.I) 314=.75 REFILL TIME DROP PERC 1Y16=B1 (Docim.l) 718=.118 REFILL II TIME ' DROP PERC 1716=94 (Oc.ctm.t) Ten Percent Calculation • rt,ff3.0 Q'C.0 i �,Q<.a 7r"or A.LfL Sm...11c�.a N or ll11.1L: L-...-..... .r�u�-t> S..._I—.a ,i or ucu- — .c O.10 — we 0.1.0 — ti.....“...a N or�JCUi- s....1f c r-IcLU (..0.0 o.C.F - ._,aa<_a Nor 4-.101E. ��tl<-< N orc_.t>._ - I.-_e-/ac_a N or-isL1. Se.._lr<.a Iv�T'6-E1= — K 0.10 — K 0.5.0 — . ,_msµ<.a N or 5_l•C. 5.-111...4, N..r`6,...1.4.::-. G...•4,<.c o s...-u..... Pr 5 55... .c 0;" - S c1 .7.111 -re •c0'1'0 - --al—, ✓O r1:Z•C. ,I ottop nvmbo tis oquat orssmattoor ttansbottom nulmt,or. n orate tf ontl rroo numtaors (or tf orpoaa foto t • - PERCOLATION TBST SHEET - ��'t �/.� 9- /Z,_ o (est holt location !(ole / 3 Oate lres�,t (to[c was prepared:_ � i,cptlt of hole bottom: I _L _ inches Diameter of tote: T inches .oil Data from test hole: depth. inches soil lecture: soil color 0- !c7" 1.044N 'Z 3 5(2 fa-'IL" C.�.. y logit- 3- ��'1'/t•"• Depth of pea size gravel in bottom of hole: inches �tctllod of scratching sidcwall: 'L g above hole bottom Date and hour of initial water filling: 4.:14. M. Depth of initial water filling; Method used to maintain 1T'of water depth in hole for 4 hours: R6Pii-40 rercolation test conducted by; 4 DA , Percolation test started at I.Oo (am Maximum water depth above hole bottom during test: fB inches �J ( WATER WATER PERC RATE conversions INTERVAL WATER DROP DROP CALCULATION TIME (MINUTES) DEPTH (traction) (docImol) 1/16=.06 30 2,5 I Z I18=.13 I. START ( Z s (IMG DROP PERC l<�� - (3 2. /Z (pcc:m.)) A. 3/16=.19 ILA REFILL 3o _ 2.5 _ 12. 1/4=25 ZZ._1.4!).1 JD 21/2- 2. .5 -I'INt6 • DROP ("CRC B (O .c n' t) i 5/16=.31 2.:4 REFILL - ZVI- 3a _ 2.S - I Z C 3B:38 Z:� 7D Z. TIME DROP PGRC (Dc`:m.I) 7116=Ml REFILL - - D TIME DROP PGRC 1(t=.5 (pccien.l) • E 9116:.56 REFILL _ - TIMD E . ROP FERC (Ooclm.l) A:13_ ••• F REFILL TIME DROP PGRC 11116:69 (pec(m.I) 3/(:.75 REFILL. 13/16:81 r[MG DROP' PERC — (D cim..t) 71a:28 II REFILL rime DROP PERC 15(16:94 (Occlm.t) Ten Percent Calculation • 0.13.0 U.C.0 — .. r_,...-Q<.a a. ..r"...tit_ Sem...rt�< N vrAZ1IL K O./0 - K O.LO c......“-..... N o!—A-11.1‘.: Ste.71va a.In- r_-mak<.a rxf o>"L iSt: s�Il<.a Not-C_IS1: - L-..-gc.a arorZ51.1• ...- t<.a o — K 0.10 - K O.[O ....-.ti<.a 7-...r �'tt<.a N s+rZ.f1:t .-• -" - N ..1 t.:..5-( S-==.1al r0 - r.--.a<.a A or a.t..ra s.....uc..a air-Cr(- _— K 0.10 - r K 4"•i0 -. It tho top numbor In oach sot of bozos is largo( than tho bottom numbor thon tako anothor coading• (( rico top numbor is oqual or smallor than bottom numbor• avorago tho ttlroo numbors (or tho porc Pato_ - PERCOLATION/ TEST SHBQT - �/�yp� ` 4 Cfr /Z. '�c7 Icst hole location -I Gltt:"„�fls� (lofts Date tcst hole was prepartd I)cptll of hole bottom: tZ' inches Diameter of hole: T inches .oil Data from test hole: depth, inchc% soil texture: soil color o_SK 1. pE„v• lbyjL ,3 - z. B--/L" --- G y Iz' 3— OAfc. inches �ictllod of scratching sidewall: Depth of pea size gravel in bottom,?o=hole: 4'r Z�i°� L above hole bottom )ate and hour of initial water filling: 44/? 17.14A. Depth of initial water filling= Method used to maintain lr'of water depth in hole (or 4 hour2: /� Percolation test conducted by; 17 . .4. Percolation test started at I:pi! (am/ cn)• As cimum water depth above hole bottom during test: inches WATER PERC RATE conversions INTERVAL WATER WATERDROP DROP CALCULATION TIME (MINUTES) DEPTH (fraction) (doclmoI) 1116_.06 3.0 _ x,75_ I7,/ 1/8 z.13 l.V ` START 13/� -�<�� TIME (DROP PERC A` L.a 70 (oc.cim.1) 3/16=.19 fl 30 •_ I .7S_ ►7a I B 1/4:25 '.� REFILL 3 LID 30 1 /4, 11—TC— TIME ' l7ROP PERC (outer..I) 5/16=.31 2.'I/ REFILL �/ `�/ 30 _ 1. /5—_ 11a ! C Y8=.38 _..41._ 70 4 I 1 / 'i'tME (f�GROm i PERC 7116=44 -7,- _ D REFILL 1R: 5 TIME DROP PERC (0ceim.I) E 9114:.56 REFILL TIMG DROP- PERC (poet m.1) 58:b3 _ - F REFILL 11116:.69 TIME '(O.oc m.l) PERC G 3/4:.75 REFILLIM DROP PERC 13/16:81 (O.cim.I) — 718:28 REFILL Tlnac DROP PERC 15116:94 ((Teetan.t) Ten Percent Calculation • ri.13 .0 El.C.0 - - t1..a<.a,�r �,z u s..._1>�.< ,r r-a:=1>- — ,_.....a... ", "1-....11 l.: 5.....11c..a N oT A.Irt.:•' K O-10- K 0.t.0 - 5.....1{<.a Nor i Sm..11o.a Arc.CAM.I> c. o.c o-c.r- . .-rk<-< N o1-l.i v. .s•- -•;1.--71. i......, N oIZ_DE_- t.....-„-.. N orISILI.• 5.....I/o.a N o/ UI.Y' K 0.IO - K 0.10 — ......lsc.I N arZ�lf1. .c7.7.=.1. 1c.< N orlSl:l• • C.1-7,G r-G-14 _ ,rµ<-1 N ..T L.I.L. S- -67-1. aril..I. "' - r....-a<.< 5...-11<-. +r.-x—r -':err .10 K 0.10 -. '. .,11 c-< J/oE-1, K 0;1 �llc.a �rZ•C.1I It tho top numbor In oach sot 01 bozos is larger than tho bottom numbor thon tako anothor roadinp. (( Liao top numbor is oqual or so-tailor than bottom numbor. avorago tho throo numbees (or the porn ra(o' - PERCOLATION TEST SHEET - I cst hole location -PE=`S G,,_ji...j !tole r fate test hole was prepared ?_1 -- )epth of hole bottom: L1--"" inches Diameter of hplc: Le incites ,oil Data from tcst holt: depth, inches soil texture: soil color O- /0" A,M ioyt2 3 -�z. /u —/2" -- � i6a viz- 3 -4- "letitod of scratching sidewall: JI -iL Depth of pea disc gravel in bottom of hole: inches y•-•I L..-oa L . above hole bottom )ate and hour of initial water filling: 4, p.m. Depth of initial water filling: 'Method used to maintain 12'of water depth in hole for 4 hours: '''Ir Ft Lt--- Percolation test conducted by; -TA.4 .t)Q. Percolation test started at !'-145 (am/ . n.tazimum water depth above hole bottom during test: inches WATER PERC RATE conversions WATER WATER / DROP INTERVAL DROP CALCULATION DEPTH ! TIME (MINUTES) (traction) (doctma() 1/16=.1)6 .LIPSTA.3 RT Z/€ 2. . 13 'I'EME DROP PERC �� a (o.cirr..t) d. 3/16=.19 !�'I REFILL 3o - 2, 13 _ ill/ B 114_15 _ -- -..-IE n ['CRC CRC 2.....1! �� -2.1/8 Z, �'J M 7 (Duim.I) 5116:31 Z.fz- Rt F[LL �fiQ Z. ' J.7 _ Z.13 - i4-.f C 319:ill ••,_ 3D 5 -I'[ME LC.ROPi' PERC _�i7•• 7/16 cu D REFILL - - -rime DROP PERC 1t21...5 (D.cim.t) REFILL E 4/16:.56 — - TIME DROP PERC (poclmat) F.- 518=.63 REFILL nME PROP- PERC 11116_.69 (O. clm.l) G 514:.75 REFILL1Y16=.81TtMG [)FLOE PGRC 1Y16_ (pocim.l) 7/8:.88 REFILL TIME DROP PERC 15116_91 (poclm.I) Ten Percent Calculation • ...,<.a a, a.r Acis c-. - ..... ......4o K O.IO — K 0.LO — ....—l.e.a aT 1-Wirt... Sm—llaa.a N ocLn_v • ..-K<.l i, or—,_.sx-. s7.- -....---71. i<-. s or .i3t_— L—.-...., A ....r-IS1.l• 5...-t.<.a /P..r^ULYT .c 0.1.0 -- S I....4. 44 orzs-ri I_. F.G C.G.[i ^..-K<..a „ ..t l,.s•(.... a a,of-i.l-V C-...-a,.a 7v ori•L.is S.....14.=-. s T'OT< - S'—.1i<—a ,v of l-CST[ K O.(0 I( rho top numbor In coach sot of t.boxos is larpor than rho bottom numbor thon tako anothor roadin0• I( th.o top numbor is oqual or smallor than bottom numbor• avoraco rho throo numbors for rho pore rata. - PBRCOLATION TEST SI-IBBT - g;c6(2_S e.� 4 oatc lest Bolt was NCI) [ a /Z' I est holy location F���� _ 1(oIc it — eto I)eptli of holt bottom: t2-- inches Diameter of h?le: inches ,oil Oata from test hole: depth, inches soil texture: sod color 0_l la --- _ LDA-!r 191� 3-Z NIA-1L._ inches Method of scratching sidewalk Depth of pea size gravel in bottom of hole: 9- a ti•-az.0Z about hole bottom) ate and hour of initial water filling: 4. 24 Pam, Depth of initial water filling r= L s�iethod used to maintain ir of water depth in hole for 4 Floury1?-fii : 1- ': ' Percolation test conducted by; -13 11,�j, Percolation test started at (46111) fv(aximum water depth above hole bottom during lest: 5 inches WATER WATER PERC RATE conversions INTERVAL WATER OROP DROP CALCULATION TIME (MINUTES) DEPTH (traction) (doctmoI) 1116:.c6 ti 1 3� _x..75' lo.� 1/8=.13STnRT Z3�i- �� TIME • DROP PERC A. �'4� 3'� (ooc:m.l) 3/16:.19 3 30 - 2./5 /., g 1/4=15 (•L�/Z REFILL _ _ ,, �7J Z /�..Ir 2•7S --Fir.-4c. DROP PGRC Z• Z. J l (oui..,.l) 5/16-.31 2:1 RRJLL Lw 75- 70 - 2.7.5" /0, c 3/8=.38 2:43 Zs TT'[ME DROP PGRC ra"i`="u 7116=u REFILL D -rime DROP PC RC 1/2=.5 (Decim.l) .-.-----'� E 9116:S6 REFILL '- TIME ' DROP ICRC (0oc(m.1) 5/8:.63 - F REFILL Titt.te DROr PGRC 11!16:.69 (Doclm.l) _ 3/6:.7S G REFILL13/16:B1 T tME DROP PGRC (Doctm.t) . 7/8=.88 REFILL I rcnac DRor PERC 1$n6:9( I (Declm.l) Ten Percent Calculation • it,E3.0 13.C.0 .......a.,.., N oL,cUtr 5..._ilc.a Nor!tall 1--.-s...a AI or-AfL.0 5......fi a tr..CIA t_D-. ironJCLfL: K 0.10 — • s.,—....11....... K 0.10 ,.......11..a — or1a L.0 ('.0.0CI.c.r . • _._K<-a .a.--...r t_.6I. Sit l..a N of t.-1).II: L..."K<.a N orZcsCt• 5.....11<.a N o1 ULY' • K O.IO — K 0.10 — .. -ma.a N oct..s3�r. $.....li c.t N o('>t�i:1' i=.F'.G 1 .G.11 T vat�Yo lC_Y-L r....,..., A or i•4.11 5...-il<-a af- r v T(_• — r. K 0.tO -. K O.IO - 5.7,71. 1c.t Nor 1•a..ac If rho top numbor In oath sot of bozos is larpor than tho bottom numbor thou tako anothor roadin(7• I( 1,0 top numbor is oquat or smallor than bottom numbor. avorago rho throo numbors for rho pore rata. - PERCOLATION TEST SHEET - (csl hole location -Pt �a,,—) Hole / / Dale test hole was prepared:__ C./ 2.-. ---4CVD ___________ uepth of hole bottom: I Z _ inches Diameter of hple: e•f, inches .oil Data from lest hole: depth, inches soil texture: soil color 2)-6, !_D,A-wt 0y12- 3- Z- vlethod of scratching sidewall: +J-311 Depth of Pea alae gravel in bottom of hole: inches y-73�oo i� above hole bottom ()ate and hour of initial water filling: 44.:1,1- ?.s'4 . Depth of initial water filling Method turd to maintain 1r of water depth in holt for 4 hours: litp�•5+r71....4-_, Percolation test conducted by; Percolation test started at 1: i Z(aril 410 46 Maximum water depth above hole bottom during test: inches WATER WATER PERC RATE conversions INTERVAL WATER DROP DROP CALCULATION T1ME (MINUTES) DEPTH (traction) (doctmof) 1116=.06 1 30 ,_. .-1----.2.5 _ 24 1/8=.13 `•1 � START "A` �0 T(mC DROP PERC r:¢Z /� CI Z� (pccim.1) 3/l6=.19 p . I.25 — Z4 B 111_25 REFILL "� .<_ _A 7O I /� 1 •I'IMG • CROP PERC G. 1 9 1. co�7•�,-t) ('mow S/16=31 Z: /4 R FILL - t/� 3 J L. �l `�5 — 1 C 3/8=.38 2_� p 1. 15 7cia DROP PERG 7777 (Decimal.) 7116 c41 REFILL D - - Ttme DROP PERC IR=S (poc•m.l) E 4116=.56 REFILL - - "'MSC . pROP PERC (pocIm.t) 518=.63 REFILL -rime DROP PERC 1116_.69 (Qoclm.I) G I 316=.75 REFILL 14-Ime DROP PERC 1 (OHclm.1) 7113.=.88 REFILL r(mC DROP PERC 1716=9( (t)octm.t) . Ten Percent Calculation • -_,a<.a H ..r A.151.- ..... o -. lam-.rite•'A...r-u.4_.U 5.....IT a 0 o1-1. C.0 r-�L� K 0.10 - Sm . 0.1.0 - ...-ll<.a -11e< aT r aC.11 • „ - c._.-a<.< a+ or IS1.1• ..,-ll<_a o - — K 0.10 - K 0.10 .- ,_.r- .G r.G_14 _.•K..a N ..r1. I.Ci S•—t < =7-L F.^..ac.a A or 1.4.....15 5...-11c-ate( 0.10 - H 0.50 - .. ._ilc-a a or"tl•t, K S:�i<-1 N oTi•V1( If tho top number In oactl sot of bozos is larcior than (Iso bottom numt)or (hon tako anothor roadinf7• I( I 110 top number is equal or smatter than bottom nLimbo r. (lvorago (ho ttsroo numbors (or tho port rate. - PERCOLATION TEST SHEET - Icst hole cationT-C--e-..581J I(olc I pate tc+t hole was prepared: ()eptla of hole bottom: 17— inches Diameter of h?le: -C inches roll Oats from test hole: depth, inches soil texture: Soil color D_1" 44)A-14,.. 10y12- 3--z.. [a-art ---- /off_J- IF \-"tctlaod of scratching sidewall: ��L'L_'� Depth of pea size gravel in bottom of hole: inches 4=:2.5- 1'•014 a Depth of initial water filling: I Z above hole bottom u,te and how.of initial wale filling: /�, Method used to maintain IT'of water depth in hole for 4 hour,: 126Fr LA-... Percolation test conducted by; 1).9 Percolation test started at 1-13 (am/j Maximum water depth above hole bottom during test: 8 inches WATER WATER PERC RATE conversions iNT WATER DROP DROP CALCULATION TIME (MINUTES) DEPTH (traction) (docfmal) 1/16-.06 30 bock._ Z8.3 A 18_.13 /.!3 START I1//� / _ 'TIME DROP• PERC �} 3a . p (o«;m.,) 3!16_.19 / _ /'b/ __ 3 B 1/(_15 REFILL - I �//( . I.Ote 1-an ` 1' a �•/� �O rX Y [nYc ([moo n t) �'cac 5/16_.31 z:t,--. REFILL 11. d 4 3o L. It b4 -• Z8.3 c 3/8=33 "Y'[ME OR OP PERC Z. O �__ (Dccime.t) 7l16 z-/-/ D REFILL TtME DROP PERC iQ-.S (I7cctm.1) ' • E 9116-.56 aEF/LL T1ME - DROP PCS (Ooct.n.1) 58=.63 Fs REFILL 'Tai-4 DROP PERC 11116-.69 (OocIan.t) j G 3(4-.7S 13116-B1 REFILL —• - // `rt M G • DROP PERC (Ooctm.t) 78_28 REFILLH — - TIME DROP PERC 15!16-.S4 (OocIera.() Ten Percent Calculation • n.a.c a.C.o _ i_-.tea c.a . .•(Jl ifL S... «a N orAll(_'; L-..rQo.a H orIILU 5.......l1o.a t iTt,.0 K 0.10- aTo[ _,v K o.1 o - • c.o.0 o.c.r _ AI or (._1::)n. .-s-7.....Ytua u oTL.Y>T_- ...-a<.a s.....tt<.a N or 1>Y:17.-. K 0.10 - ....,lr c.a w ...f-t.-151.-.. ..•. ua a. . r. 1-_G r•G-14 _ ...•µc.a N of l.i•tr S•--tY<.a 71 or-L._1.6 - ....-q<.a o 5......11<-a (- K 0.(0 — '1' - - - If tho top numbor In each sot of boxos is lar or than tho bottom nunmbor thou tako anothor roadin0• If •.1ao top numbor is oqua( or smallor than bottom numbor, avorago tho throo numbors-for tho port mato- VERTICAL SIDEWALL SEPTIC TANK FINISHED GRADE f--AT ��LEAST �`� 6" TO I2' SOIL AT ,LEAST I„ 4 DIA. I -COVER 4 DIA. —� MIN. AT LEAST I" AT LEAST I" -- i A DIMENSIONS FOR TANKS WITH VERTICAL SIDES A 4\______1._ WIDTH, W 24" MINIMUM ,. LENGTH, L 2 TO 3 TIMES THE WIDTH B DIAMETER 60" MINIMUM DEPTH, D 30" MINIMUM; 78" MAXIMUM C ... a A 0.2 D —AT LEAST 8 6" MINIMUM; 0.2 D MAXIMUM .., 6" �-- 3is C 0:4 D d • AT LEAST 4 FEET —I D A THIRD INSPECTION PIPE MUST BE LOCATED NOTES: BETWEEN THE INLET AND OUTLET BAFFLES. 4. • 1 . SANITARY TEES AT LEAST 4 INCHES IN DIAMETER 4. MANHOLE COVERS SHALL BE LOCATED WITHIN 2. THERE SHALL BE ONE OR MORE MANHOLES.20" 12 INCHES BUT NO CLOSER THAN 6 INCHES a. LEAST DIMENSION AND LOCATED WITHIN 6 FEET BELOW FINISHED GRADE AND COVERED WITH AT • OF ALL TANK WALLS. LEAST 6 INCHES OF EARTH. 3. AN INSPECTION PIPE OF AT LEAST 4 INCHES 5. SEPARATION DISTANCE BETWEEN END OF INLET DIAMETER OR A MANHOLE SHALL BE LOCATED PIPE AND NEAREST POINT ON BAFFLE SHALL BE • OVER BOTH THE INLET AND OUTLET DEVICES. NO LESS THAN 6 INCHES OR NO MORE THAN 12 c-) THE CENTER LINE OF THE INSPECTION PIPES INCHES. `' SHALL BE THE SAME AS THE CENTER LINE OF 6. FOR HORIZONTAL CYLINDRICAL TANKS DIMENSION t THE BAFFLE OPENINGS OR SANITARY TEES. A IS 0.15D AND DIMENSION C IS 0.35D. I , ) . . .... PERFORATED LATERALS ifm-•;----._ , .:tio•- • •..P,.••••••-•-::::--- ---• .,l'e• ' •••••..• SANDY LOAM SOIL - ,•• •• •••. • ..,- ,ite w, ... '7..` .. ;)r‘'..3-21:•:•wo........‘",Z,....st.o.;:'.• z • 'Y.:141/411::•;ZS.:P.... . ...e ...:,i. •/ --r ' /.1:00, .*0,-,ki•<.:.•. ..".t... ..1.:...1....:.:' , "./ •• 1.P;:: /../z / . J," ••-.%.,r;•'' t,...y...; /- „ ..e.,•//./. / 1/''' ...y:'• .• LAYER OF GEOTEXTILE .. " ,• ?N;;:' •••• 1,.• ••;, ' FABRIC OR ,• ,.../". .././ or ,. ...,• .,,) ,. / 4./ • ".?"—.. . • HAY COVERED BY • .••' ..,.„-........,•:‘..:2• •,..y., .,, .../„.-./ •i•::' BUILDING PAPER 1K ' ,12 / ///// • • ../ •.1,... , • . ...J. /: /2" OR 2" ./4...,.. ....":„."..•-•• ,e. 4t,/,. z • , , ... ' • •%. PIPE FROM PUMP --I ••••;:. ... . ,/ , .• /- - „ . ,-, 1 . , • .1., ,., .,/ ,, A ---a• , ...- /./ (.1 , „47 - • - - i! • .." , -• , •• .... • , , . - .. 1, , - 1././ .- .,• ., 34"— 1?2" ..- ,::„. All!.„. ,• ....ar II 4., •••••,..t. / ./ s•0.•••9,2* 4/0 --"' ,,.." ./ •-•. CLEAN ROCK . 4 .• „•• / •11 DIVERSION FOR ,/• /• ,•1 4", . / A/ .. i., ..' _„ ,/.. • / , SURFACE WATER 6" TOPSOIL ,,/, I • ,o° .." • .•• / , I . - ., ..• / . / ' / 0' Ate -..-.•I Ire .• o ei .•%... . ,S• ; .Y. / • / /• ' fr.•,.4;044...• • • .4.. , 1 / ;;?i,• •1":• • ,. ..Va4 4 ....".1/4• ''.1`4.••`*":1:P limo .. • .0, 44-w vk ., .fre/' O.' "›.-4k1L.44.."' •••• . .... •.7. • •1,..- . . . ...., ' / : s i .. / 3 ....?1• -3.•. -•*---•••• . .......,..... r9 .•....,., --,,,,, ,•,-a.--- . .... ..- .....L.,. • . ) 12 ! .. . fr. . ......-kar.: ' `e. 1 ,..° Sl - -' , • • ':.7. .. ....., ''•,.. ka4•••--1....;':•:..-. •... 14:j,f.;0.3 • OPP k '"!:"•!:.• •- '''' .%;1•11,•:...i';:3: f .:.'•••t•9r.;:•••• •,• •• ••••••:•••.• - -0•••.• •••ak•1.• "10$i•";"' 1 -..c.A ft 1 •-• ....;.4,....e i•.,--- . .......••:s•...... ..:,,,,t.,.•. SAND FLv ••:-.:•... . --ni.o., - -;0- ..4-1..tilil.)7,1:A.1•)?:•:•' Ck to .. ..‘i....••••.riu•r S.....,:...::„.....il.4. ILL SOD • • - .„....4:77 - . v.•,x.;.,.......!...e.:.,0,...., • 8 R ROK L AYE ‘ . . 4... .•:Y.sis:,,L.... :-....1 •,. :•-•:?...:' -. —"--:•-•-,.!..:•, _ ENI .... ... , Up ..• ,. ,-:-....„ .••_?;?:0 -................. tri /, " ••%"--N-:.2,:-,. , •• wi A BI ER, Al,. :.....',.?.......',•••• RWATUR LAyp• i-F? E-4 LAYER OF GEOTEXTILE LOAMY SAND CAP FABRIC PERFORATED LATERAL r GRASS COVER 6 INCHES CLEAN SAND FILL , '��r>�r TOPSOIL MAXIMUM SLOPE ____.... • IRAMINIrali , 3 TO I CLEAN ROCK 24" TOPSOIL PLOWED OR 3/4 TO 21/2 INCHES t Mr SUBSOIL DISKED SURFACE ` I% SLOPE CROSS SECTION A - A PIPE FROM PUMPING CHAMBER fl777-777 o L._ - - - ^ L . •PERFORATED I ' � - Iii LATERALS i I • In • I 1 I = BED AREA I • I o 0 • WiW i w . 1.> - - I• • z z I I- • -'��I o � Y I 20 INCHES • I ' 1 r INCHES I I I • -.. L _ ; _ 1-I r-- 10 FEET . - DIKE MAX DIKE >• TOTAL WIDTH • • •, • • • • PLAN VIEW 1D . . - •yy _ ' :'^ '•:i���'{�•...t� CGL�i::�� aiti 17:- \`X : ,'..,:•-a4:1:-"•:.:.•=3-, :.: 3-r T 5,...:..•-:c?�7�. , . .. �• __ .%':ice' - 7.. c...:, =j Slt`...f. .�+��R•y"y Z: yam.:'.��'i:�..;� . i : 1,-..7 n.` ize •. N-moi i;, :C:.C•nr� i�n',L.:r:J,`i.:._ .... �T?..•r Qt.- .moi nS-ry.^' -- ` .. ,; r ��e.• 1 • a:11:4�f �Sr%�. 'lyi^H •.,1%.,-1,.. .'44:1".."4-‘..--.45:.•►:;. ' :/ .`F• rr�i 91J „-'--::,-.-7-1;.. qp.�✓+' -<`�..:�5•i.`lc. .:_; ;..12: li*. Y'` ....$..«i=+•Y�M.»...'1�-f,��1'.- rnt'.-- Y+''1 ',14A'Il`'.�•` **.•-i- ,. .els.; 4 A: '` lf \ y' i ". M IA- a- - RECTANGULAR SEWAGE TREATMENT MOUND �� •�„•, •�; ?�_ ? , I a , at • . - -`'% 'tai" - ' Z am . • •T. �C• At) i' .0 t•� �•� 3 ,4"rte`.' ....I.:: . -,-..-,e.,$--,-,2=-.30.,,...--• : i f ���{,1� �}` ^•. - - "4L'i��• �:r~�,.`• ��f DIVERSION CHANNEL _ ^,• : -: � ;'y-;�4•' V / FOR SURFACE RUNOFF A ,:t: 4.:.;,..:!::•::::::;.;',4.....::::..47..97:5i% tif.c. ' rj. _ - = • v 1, ; 'I / ' j (/r -. .RAY- ✓.:- *t I'. ( I7 1�1i4 - -, 4 -!,.-..-- - T�. " �-P:nom�%. 1 • lryr ., ,',- Y �3 S tl....•i'"r:.'.1s- mo i. . err i I 1 // t'/,;j"�e+r��},it'Sl j?'.I`J1fe,4[(�YY., • ���A.:3 t4 • ..f* '74 �y ets_�.e // ` T SEWAGE TREATMENT MOUND ON CONTOUR ' • LAYOUT OF PERFORATED PIPE LATERALS FOR PRESSURE DISTRIBUTION IN MOUND 05,__ PERFORATED PLASTIC PIPE i SpAp Np PERFORATIONS SPACED 36" AtipN END ON SIZE CENTER. PER'FORATION,,�,.%` fl A PERFpR VIEW . _ /6 / 2"MANIFOLD PIPE o PERFORATIONS ON BOTTOM OF ;.�,►N'' , PLASTIC PIPE ' 44.f • (ALTERNATE LOCATION OF PIPE FROM PUMP) END CAP 10', A` • E p LACERrxi IL PERFpRAt 2" PIPE PUMPING CHAMBEROM ^' or \,.... i_ENGr" • WATER TIGHT aLOCKABLE ELECTRIC BOX REDWOOD, CEDA OR TREATED POST �4 x 4 m In) PLUGS OR ELECTRIC CONNECTIONS - j_ ELECTRIC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 �`� INSIDE BOX MANHOLE COVER CHAINED a LOCKED 6"SPACE LOOP OF POWER CORD FOR SEALED MANHOLE RINGS SETTLEMENT 1-7771 ,j FINAL GRADE 4 AT LEAST 12" UNION BELOW GRADE �.,111:111-1, . ��-. WIRE FROM POWER SUPPLY ,. ...:_9;A PIPE IS LAID ON A UNIFORM SLOPE FROM I PUMP STATION UP TO SOIL TREATMENT AREA , k+ FOR PROPER DRAINBACK SEALED TANK -COVER - IF PIPE AT TANK MUST BE LOWER THAN • UNION TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A 1/4 INCH WEEP HOLE MUST BE USED WITH ANCHOR . ALARM FLOAT ON SEPARATE WEEP HOLE ELECTRICAL CIRCUIT NOTES: ELECTRICAL WIRE FROM POWER SUPPLY START LEVEL C7 _ MUST NOT RUN OVER ANY TANKS BUT � _) „ 1 - MUST BE LAID BESIDE OTHER TANKS 3 11I AND MUST BE PLACED IN CONDUIT ALONG POST SHUT-OFF LEVEL V • -: `,�- ELECTRICAL CORDS FROM PUMP AND • FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT c[Oa CONTACT. j 1 -; 14.61 - - --- -fence-2..5' - • N. of line •.\ X x X x x x- x x Is in t p i X x x x x x ■„ x 'rT-x 3� x x 4 ., ---- \ \ - _ 4 / \ \ �100• \ •,..... �p0? 1/4i Nom- -v.-2-1500 gal. Septic 7bnks \gyp 4 4 ,f pOB 01 1\\' / .� \ s T.H.1� 1p�p,%i fill\ T.H.2 ��p / i i♦ i DATE TIME 1/ CITY OF ORONO CALLED IN INSPECTIONOTICE SCHEDULED -_ PERMIT NO. r 05 E ,O I COMPLETED 1 i-13 ADDRESS (a° O(c ,,rf) Nrk... P) OWNER k,11 CONTR. J • S- St't' - 14 CoNp,,cs TELEPHONE NO. p DESCRIPTION Sep t.c 1iO4`lIv'vP ..... 1. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL ()SEPTIC INSTALL. 22 FOLLOW-UP ct 14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO c4 COMMENTS: —( d Q0)\–. '`f p 6)C-, Q. o -- . 010 a\ r • OS, \ d" --O o �c.o.. ...,1) ..so 10\�Qf LL. - S - - '�� -S C�- - W cc W z W cc Luh RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 :;;: - White Copylinspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ()S-o#3 PERMIT NO. 450°I CIlOMPL�T ED 6-S-6'S L-C.b 0 ADDRESS 1-"\P -° O c 6'64.U ` '''r 14-- p OWNER CONTR. 1- SeAr."r'S-- TELEPHONE NO. E DESCRIPTION S Ct.'1';t- - dt 41 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL4itg- IC INSTALL. 22 FOLLOW-UP LU09 PLUMBING RI EPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNERICONTRACTORTOMEETYOU: ES_NO 1 , b 3- v,� 2 COMMENTS: eW I L'f✓\ (0 1_ _ 2-�0 ' d O IL foc-\C5�2t dL et — I . ‘�` \ ro — \ o 7 c– C o L-I_ 60 cc ° )0eq)=0 ' ^ Ce*-1-Cr tu Q \o. i-c \c rev-\ — \-:,-.cA 6Ne a JQ J Sdt t•d.-, a— A\O‘c r\ Z c?)-- �Q S o :\ Lover ... t w cc a. W RK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W ❑ ECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. GNO- CtiZIC Copylnspector's He Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. P OS(o 0 1 COMPLETED C.47'�� ''C) ADDRESS -4 a.O Of ONG,rd Pirk Rd OWNER CONTR._ -) S 5}c‘-af TELEPHONE NO. DESCRIPTION Sr __ Y fik\ W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL EPTIC INSTALL. 22 FOLLOW-UP IQ 09 PLUMBING RI 3 S PTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES co COMMENTS: 4\Q.1 t•-- - o (\L S o w0 (lam c — c\Qcc( c bow 1Nv\ Vb CO6e. ° — bQ SO : r\ a.J rc d tL, Q — :r. e� - (DANS t 'O or, ,rtema o , z cc J C1 Lu 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CCW RRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY • CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 y Owner/Contractor on site: inspector: " NAJK White Copyllnspector's File Canary Copy/Site Notice I/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. ' ( U I COMPLETED n)6 26-03 c�'.c 0 ADDRESS LA C)f c" PA(�- KJ OWNER CONTR. SI-tr-w"S- TELEPHONE NO. DESCRIPTION C t i1AC-- (. c`11q LU 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL INSTALL 22 FOLLOW-UP i09 PLUMBING RI ejEPTIC EPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES d0 h COMMENTS: cc a — S•\\ r'( ) "‘rJItCUc,or— (,ys O c, Y 00,.. CC o cc• — J)\-- ‘)0.11.N . 0;\',(0- .) Or. -rve 0‘ ist- 9a:r) �_ So N....4-y oats +"01- t)'►SS 141.4v #r.\( W Q ,Cid r— S.)(-c 6,4)-(2._ 2 5 O c-t�c--, �.\cc.ici:�. N.(NILS �e cSS� ,ct®e•-. VA N)) W Z -S -1'O J t`il IQ j - p"/ r a6%6\t U.cc. 'C\0-t-N \oc4-i-,,.5 d- cckr./t, IQ 0 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE ,,. CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C(.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlCon ctor on site: Inspector. CAA& White Copyfnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. l d SEA I COMPLET D '7-2-0vs.....— ADDRESS s-�a-O O`c\ (J v '3 v-sf1(. OWNER y,,Surma CONTR. --°fT TELEPHONE NO. • DESCRIPTION Sep L \r`.\1 u 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS CI) 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 `"I 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 03�$..//EPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YESI,0 te)• COMMENTS: lz a — pii1a1r- j- I\1---s o — ? o,..-ii \--4IV-S cc — :rM_c--ac_ .y- A1C- ° ^ 2\eL.tel. L- d'i< ()lc- W c Q --cY---c. Ics ( 0\w or, p,,,okir,c)tuz W cc d Wu ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE ✓ W ❑CORRECT WORK&PROCEED ICIISSUE CERTIFICATE OF OCCUPANCY 0 CI CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN CI CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contr. tor on site: . 1 Inspector. • White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 9--f( 4 P.yl PERMIT NO. 0 ,� (p o/ COMPLETED ADDRESS 4/20 Orr AGtrc T(-it G_'/``-�� OWNER CONTR. /C TELEPHONE NO. 7'I 3126 i/7 Kct„dY s S%�'���T- Co . DESCRIPTION CIp tit- C "(C-t- o-\(c /LAS c • 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS CO 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cr4 c q- 15OO `� 1cs I !dam q:clett t,il� I vLc-r %& o GC3, c4rpp +c .K T'L 1�Q lJ?P\'iex- -}- VitMou t4 st -v% ii*Ari c1 " z W 4; 2 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W llllll❑��`CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY OO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on,s e: Inspector. I vCtAib White Copyllnspector's File Canary Copy/Site Notice DATE TIM CITY OF ORONO ,,1 CALLED IN INSPECTION NOTI 54 I SCHEDULED PERMIT NO. COMPLETE Z l- o 0 ADDRESS 4 O f c4,r(1 �or‘(I MI-a— OWNER CONTR. TELEPHONE NO. EDESCRIPTION 1 aI1k-S 4, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Ll 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 EPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU (ES NO o COMMENTS: cc o kc'‘ANkc u Vc. -.;\-.}-('f cc — 1-0v r—c) be r,s4-c,11,k) next 4. c il, (,0W CC gcC12 W W CC d IQ 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on Inspector. V 1`rA White Copy/Inspector's File Canary Copy/Site Notice