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HomeMy WebLinkAbout2001-P04628 - new septic system PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 P04628 Crystal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 11/19/2001 SITE ADDRESS: 740 Orchard Park Rd Long Lake,MN 55356 PID: 32-118-23-22-0007 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: Sullivan's Utility Services,Inc. OWNER: Brian J Kerber 3660 Hwy 101 S 740 Orchard Park Rd Wayzata,MN 55391 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. APPLICANT P RMITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(Signatures Required). 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 700 . Ctrl-)g : r5- )/ CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, Mn 55323 JOB SITE ADDRESS 71/ 62r/4; er,;-/ Pa,- k �f Occupancy Type: ResidentialCommercial 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: Qv,'Gk„ k 'b ri.-- Phone Number: 9s z- 117 0/C Mailing Address: 7e-f 7 �Gc.�Pu✓k 2G/. City:Or��., Zip: 5c3S Contractor's Name: $' l/;r; S i/,�,'/.`/� S ����.�s Phone Number: ys 2 -0173 41/000 Mailing Address: .6G�> (� ,Q�,{ I G�I City:C.U.7f,,,/ Zip: x-53 y / *** 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 MPCA Installers 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. J 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. (Ef 2. I will be installing the following: A. Tanks: >' Precast Concrete Other Manufacturer Tank Capacities: 1) /00t gal. 2) Oe.)6 gal 3) (GfaG gal B. Pump Station (if required) Pump make& model et/r,', F 3?25 (attach pump curve& literature); system design requires 5-/ gpm at '3 S— feet of head. High water alarm make & model Ai( SL co h l-', . 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 /U ' x 68' Drop Boxes Sand bed dimensions'/ ' Distribution Box Pressure Dist. Pipe Diam. z " " Manifold Pipe Diam. Z `' 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 ordinances of the City and the regulations of the State of Minnesota,and certifies that all statements made on this application are complete,true and correct. Signature of Applicant Date: //' MPCA License No. / Z a Staff Review: Approval Denial Reviewer: q11e Date: " i S-0 1 Reason for Denial: SEPTIC SYSTEM APPROVAL ORO o car 0 0 a ,r CITYofORONO vt, iL �� Municipal Offices 1, .�" Street Address: Mailing Address: 414rassgOi' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner t o Ke t 6 r Phone (Home) 476-)sot 6 (Work) Address 74o 0: 0,c4 PafK RJ City 0 Coco State N,iv Zip ccs-C Site Evaluator gob vo\Ke,4„fi State License# S6 Phone# Type of Establishment: Single Family X Multi Family Commercial Garbage Disposal Yes No No. Potential Bedrooms 3 Est. Gallons Per Day 4 S() Water Meter Required: Yes_ No X Soil Sizing Factor I. 5 Perc Rates P-1 10 P-2 11y P-3 S•-1 P-4 73 P-5 P-6 P-7 Restricting Layer Depth B-1 lc,” B-2 ay" B-3 ay'' B-4 I`' B-5 IL" B-6 u." Type of Treatment System: Standard )C Experimental Alternative Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size I o o 0 # of Tanks a Lift Tank Size I oo 0 Pump Brand GPM SI Head 35 .teen Treatment System: Minimum(I o x 67)04 x 4 I) Square Feet with \ inches of rock below pipe Type of covering Fabric . 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(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 X DENIED By the City of Orono subject to existing regulations and the following conditions: .S •S d q cc s i.ec) 1a' a a(b o,.. he oS C . P u n,1 a ccvS�, o �c"\CS . By: MY\00& -15 - oI Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us PERCOLATION TESTING System Design for Brian Kerber 740 Orchard Park Rd Orono Mn 55356 Property Location 740 Orchard Park Rd Orono Mn 55356 Prepared by Volkenant Inc Bob Volkenant 1030 Co 63 Maple plain, Mn. 55359 a INS MThISDUNNED MN June 16 2000 � Alif Mal � IN 11111 ISM Re: Soil Boreings, Percolation Tests, System Design. Brian Kerber 476-2016 H 740 Orchard Park Rd 760-4463 M Orono We were retained by Brian Kerber to provide criteria for the on-site sewage system for the property located at 740 Orchard Park Rd. In the City of Orono There were a total of 6 soil borings and 4 percolation tests done on this site and it appears that there is room for a new primary and alternate sites for septic systems on this property. This is based on a three bedroom, type one,single family home with maximum flow of 450 gallons per day. This house exists on this lot at this time. From these tests it was determined that a high water table exists at a depth of 16 to 24 inches below the ground surface. The high water table determines that only a mound type drainfield may be installed, to meet with code. Percolation tests range from 6 to 12 minutes per inch on the two sites tested. All neighboring wells are located greater than 100 feet from the proposed drianfield site. See attached sketch for locations. These areas must be protected from any traffic to be used for any future septic sites. If they are not protected the data collected herein will become Void and new testing shall have to take place. This design is in compliance with local codes and Minnesota Pollution Control Chapter 7080 as of the date listed above. Respectfully Bob Volkenant MPCA License#56 ernr'IC r R � C1Nt lbt ' ?-714.111!.. v ► tier Thaw w laa°bnl' 1a � °k w Aik41' ► A '"th. au syrk hicl darn ? udinj s LAN sers a iay ficsizy tonin h aN SUN Ar Ate, in this"tytet Arne 16 2000 Re: Soil Boreings, Percolation Tests,System Design. We were retained by Brian Kerber to provide criteria for the design and installation of an on-site sewage system for the property located at 740 Orchard Road In the City of Orono. This design is based on a three bedroom,type one,single family home with maximum flaw of 450 gallons per day. A total of 6 soil borings and 4 perc tests were done. From these tests it was determined that a high water table exists at a depth of 18 inches below the ground surface. The high water table determines that only a mound type drainfield may be installed,to meet with code. The soils on this site are Erin Clay Loam,ErC2, 6 to 12%Slope as identified by the County soil map. Hennepin The system shall consist of the following: Two new 1000 gallon septic tanks -One new 1000 gallon pump chamber -675 square feet of rock bed,mound type drainfield -Upslope length of 93.5 feet -Width of 41 feet Materials needed for the mound construction include: -Clean washed sand 220 cubic yards -1.5 foot deep upsiope -1.8 feet deep-downslope -Clean washed rock,25 cubic yards -Sandy Loam soil,30 cubic yards -Top soil. 110 cubic yards The mound must be pressurized,therefore a pump must be installed that can pump 51 gallons per minute with a total head of 35 feet. An alarm system must also be installed to warn ofpump failure. The entire area that is to be used for the drainfield shall be protected from emy traffic to prevent any compaction priorto and during construction. Failure to do so shall resutt this design becoming VOID. At that lime the site may have to be tested again or an alternate site located and testing done. All neighboring wells are located greater than 100 feet from the proposed Tanfield site. intoNothing other deposed of s�eptr'csystemGwater �,showers etc.)humanposals waste&toilet tissue should be of more solids of a fine nature that may pass through the recommended due to the ad los ung & hiorine may kill the bacteria needed to treat Excess amounts ptic effluent.uerrt.Adai tsoap, kind must not be used. They may cause damage to the system. soap, of any it is recommended to pimp and service the septic tanks every two to three yews for maximum life of the system. • this MImqui es ander for 'must be followed in order for the system to perform to the design des�tobevaid. This design is in compliance with local codes and Minnesota Pollution Control Chapter 7080 as of the date listed above. Respectfully Bob Volkenant MPCA License#56 °e �0..CO .A 4 7t.s.‘ \ . 1 n 0 on a ,� -a _ --/- 1 f o C Wf 1 '`' ' 0m n ... • . �\ Wiiii ... 4 .e , - _ Nos ;p -r-- ,oL Vi. y4 i, IN It o CO .-I‘CI ". \ \4 iii § (40. 41, t .__ _.__.__ ._ . .. _.. .._ ...-.. _ S--p .`_ _.._... .. _....____ 40 i Et d ?/ v t) 1 011- 3c' i • ,_. .. . .. , 3 3 ' ' if Rd -- -. /N —1 44 0 0 ge how ci pc•-•1 k PA pJ , / 1 I I i , i i .• 1 ' I") : N TV11 , 1 \A 1 < SI of*C-c2%2 Iii, \%14')‘ j 1 00 i ---i------ ; 4-1s--- -1 ---1 — s — 5%, 1 i - • I Ne-; 1 Exts4soci -16e«.(•<s Rb \ ' 1 1 •0 I I • N e,Ax .5f>1 7- a - /AO. 741 404-s • • 49,..`/ , 1 . %I , r‘ I , /6 • ', — ------- /IMO pil r1•4"re" i 7.9' .9.' (Ltair,404. 1 , . . a ) MVP I v; • . I / , - \ I . / LI, v.........,„ ...„.,.....-- 1 ; • oi... ; . ---- ? \ A 1 i 4eN •D :i, "I) I I , i . i ,c.• ! / V el I 3 . i Q1 ri'ea I t MOUND DESIGN WORKSHEET • (For Flows up to 1200 gpd) i A. FLOW • Hstitnatc:d Sewage Plows in Calkins fax day Estimated SSD gpd (see pages D-7 or I-3,4,5) (WO NUM her or measured gpd x 15 = of lypc I Type H lypc HI T pe Bedrooms iv B. SEPTIC TANK LIQUID VOLUMES 3 4550 225 a 6" tQ �s a gallons (see pages C-3 or C-5) s Iso :s7o G 400 525 332 .u t. 7 1050 GW 370 !v C. SOILS (refer to site evaluation) g 110 675 4og �, - 1. Depth to restricting Iayer = lir inches Septic Tank Cayuuieer,la salaam 2. Depth of percolation tests = J2 inches NImheur. nnosf Minimum;l.iqud lqud,aes,phceiyawiai ty 3. Percolation rate /Y mpi 2or:ss w 1125 15110 4. Land slope 2.-1 °/Q 4er6 tsa► zoo 7.110E9 20003000 aver 9 ..`. D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x /,5"- .f....512____ ,S gpd x sq. ft./gpd =6/„,c-sq. ft. 2. Select width of rock layer (10 feet or less) = /© ft. 3. Length of rock layer = Area =Width = 6 75 sq. ft. /0 ft. = hi S-ft. Rock Bed Lam• •;• :-.0:- -.- E. ROCK VOLUME '�~'1 �• "• .•Length •• 1. Multiply rock area by rock depth to get cubic feet of rock; 1 7s sq. ft. x / ft.=475 cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 4 7.5" cu. ft. i 27= 426- cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; d 5- cu. yd. x 1.4 ton/cu. yd. =3 S tons. F. ADSORPTION WIDTH 1. Percolation rate in top 12 inches of soil is 1 '1 mpi Absorption Width$izinK'1'.tblc 2. Select allowable soil loading rate from table on page E-; Percolation Rale Gal Ions Ratio of 9 gpd/ft2 in Minutes ler Soil Texture pa day per Absorption with gPd/ft2 Inch MN) square foot to Rock layer 3. Calculate adsorption width ratio by dividing rock Iayer I�aaterthana.I • Coarse Sand - waNn loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 0 l io to P S .. 1.20- loading 0 2.00 1.20 gpd/ft2 .19 gpd/ft2= 1.S2- 6to 15 SandyLnatn 0.79 1.52 16 to 30 Loan, - 2.00 31 atCheck this value on page E-16. 6406 tow 1I Clay LoamLon n is �7 4. Multiply adsorption width ratio by rock layer width toget � a Clay s tomo required adsorption width; �� J•SZ x /o ft=15:2. ft ' 7;:" llUWNSLOPE DIKE WIDTH • . -1 If landslope is 2.9 percent or less,basal width includes both the upslope and downslope dike widths, 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1,,5- feet b. Multiply rock layer width by landslope to determine drop 1 EG . in elevation;Slope Diff rrcrrce wena:. ,._1 I 0 x_3 %/ ÷ 100 = _3o feet c. Add depth of clean sand depth of clean sand for UpJ040191d16 _., separation at upslope edge (2a) to depth of rock layer to--i- 1 1614110439010. V . rock depth and the depth of cover to find the total mound -/oer 04e.16I,p,Wade height at upslope edge of rock layer; 78 • I ,S--- ft + 1 ft + 1 ft= 3 •S feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of 3. 5 7 . e. Multiply dike multiplier by upslope mound height to get upslope dike width:3,57 x 3,5- = 13 feet f. Add the depth of slope difference (2b) to the upslope height to get the downslope height 3-S + • 3 = 3.2' feet g. Enter table on page E-18 with landslope and downslope dike ratio. Select dike multiplier of 4-1.5 4 . h. Multiply dike multiplier by downslope mound height to get downslope dike width: 4I S Li x 3,7 = 13 feet i. Mininmum'mound width is the sum of upslope dike width plus rock layer width plus downslope dike width; : ` •1:1 1 ,, 13 ft + /p ft + / S ft= feet Rock ik:Jwuiih`j i..'_ U 4;bikewtd-41:: j. Subtract the Minimum width G.i from the Absorption ° width F.4 to find the Additional Downslope required for '�R«k l.cngth Absorption /SZ-ft- /II ft= as feet Up,lelp6Dl0.Width :UPsbPeDike rlaih_ k. Add the Additional Downslope required for 4' _ p q o Absorption: `'�:�;:�• :,:: =:�•�° to the downslope dike width and recalulate the Total "`' '`''"' U"wl�°�'al� wed,' 1�`' Mound Width which is is the sum of upslope p pe dik e width plus rock layer width plus downslope dike width ft + ft + ' ' ft = feet rLL Total Length 13.5 1. Total mound length is the sum of upslope dike width plus rock layer length plus upslope dike width; 13 ft+ 67.$' ft + /3 ft = 93. feet Downslope UPs1ope 4 3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 %slope 0 3.0 4.0 Si) 6.0 7.0 3.0 4.0 5.0 6.11 7.0 8.0 1 3.09 4.17 5.26 6.1E 7.53 191 3.85 4.76 5.66 6.54 7A1 2 3.19 4.35 5.56 6.82 8.14 2.10 3.70 434 5.36 6.14 6.90 3 3.30 4.54 . 5.811 7.32 8.86 2.75 337 4.35 5.1)1 5.74 6.45 4 3.41 4.76 6.25 7.89 9.72 2.66 3.45 4.17 4.83 5.46 6.06 5 333 5.00 6.67 8.57 11177 2.61 3.33 4.11$ 4.62 5.19 5.71 6 3.66 5.26 7.14 9.38 12.1)7 2.51 3.23 3.215 4.41 4.93 541 7 3.81 5.56 7.69 10.34 1373 2.48 3.12 1711 4.23 4.70 5.13 8 3.95 5.88 N.33 1154 1191 2.4I 111 157 4.115 4 09 4.33 9 4.11 6.25 9.o 1314 1697 2.36 2.94 3.45 3.9° 4.30 4.65 10 4.29 6.67 10.0 15.00 2.3.33 2.31 2.36 3.33 3.75 4.12 4.44 11 4.48 7.14 11.11 I7.65 .10.43 2.21. 2.73 3.23 3.61 3.95 4.26 12 4.69 7.69 12.50 21.43 43.75 2.21 771) 1 11 1!9 1 WI d I F-17 PUMP SELECTION PROCEDURE END PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity: *a.no C"" Gravity Distribution Upon 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of .z::.- � water use rate. ' ~o^no nolopow) 2. Maximum suggested for delivery to a drop box of a home system is 2700 1,=7 ;-s irr i "r='°r°"""°""""' gallons per hour(45 gpm)to prevent build-up of pressure in drop box. .,-q,,. , wLaos�Edo T. :-:: .. . •-....."..an«.i., LocsI..It Pressure Distibution • 0... ....i°',u.� Bono%M`_'MOI 3.a. Select number of perforated laterals 3 . - . ..: ::` b. Select perforation spacing= 3 feet. Solon ,. ;� c. Syb.ttract 2 ft.from the rock layer length. , Ore* 2ft.= /647 5-feet. d. Determine the number of spacce�ss between perforations. Length perf.spacing=f.7S-ft.+,2_ft.=.,,22_spaces Required Perforation Dksdiarge e. 2.2 spaces+1= '�3 perforations/lateral ut gallons per minute f. Multiply perforations per lateralb,x number of laterals to Discharge s aseH , wa.peel y sea pot get total n mbe�rr of perforations. x-- _ /o? perforations. (feet) ` g. old. x =..e11l.gpm. L;1'h1)PUMP CAPACITY 3 / gpm 1.0ba 0.56 0.74 SELE 2.O 0.80 1.04 B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other application: a 1 feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. ,� feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. ` Pipe Length Read friction loss in feet per 100 feet from table. Point of D F.L= 311 ft./100 ft of pipe "... b. Determine total pipe length from pump to discharge Elevation Difference point. Add 25 percent to pipe length for fitting pump loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= /8'0 x 1.25= a a S feet F-18b c. Calculate total friction loss by multiplying SPm i.SFrictionlosinchs.0perRotpi°inch� friction loss in ft/100 ft by equivalent pipe length. Total friction loss= 3.44 x 2 25- +100= 9 feet 10 0.69 0.28 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 ` + 5" + l' 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 TOTAL HEAD `S S feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection 60 5.60 0.82 1. A pump must be selected to deliver at least S!gpm (Step A)with at least 35- feet of total head(Step B). .1 J Pete• I , 1 Pci bi / L ' - u ,,' Y' a SS f,:„, }�',, igfi v 'iar' a t �o x3 .2-^s,,�}.` a `pet -1 #',' + _ k �"Fr Reit "u bra .Ss� t,11.elfy:•,=::,-,--,--.:.:-.. ..E.:..1.z.:-..,-yi:7:i-;..,i•,4,--::::-.4*-4,-'-.41,?-3,.-_- ;:el,4,5-:- - /op, , ' Aft:fori (,;_jr je r r -4- I*12 __ _ ..............--.>- Xy t t fr a ')\\----% /1 I -' 1 s P+J -» F�P -�t s' I)/ -fi , est s.�." r ."4 s+ 3 a r �/" Z .;i.�5' t �}.J--Td i / ) 5r y f f� / / f :-.7.-5:;!-;-4.3,..:!,:j:ip-;.?::: :.!;:-..-..-2,.2--' '-''L;- t Vit. f I \ , I II O ' L-14 . PERCOLATION TEST DATA SHEET • Test hole location .7 O O4C/le24rG P0.4lc '21 Hole number ) Date test hole was prepared , Depth of hole bottom, /, 2_ inches. Diameter of hole, 0 inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall �'2Pw cLe;fiPk- • Depth of pea-sized gravel in bottom of hole, ;Z inches. Date and hour of initial water filling LO '/ -- 2e Op F.19 Depth of initial water filling, I ) inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ! . . R J 1 146.3 Percolation test readings made by a. i, . , i e, w� on Z- j to -Zvoe) starting at //736-- a' -1 . Maximum water depth above hole (date) C---m. during test, 11 inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch /55 - 2:13 /7 S% - 3 A7g R. 1 il -;13 - 2:33 ,o 5- - 3 lo . • . ti. 0"; •":. ..;•,;rz-,J) .•,;.,---'----> f-c, jy" N.* 4 .1 :'. . . ' '" ' y ;m1ti ` 1t' Percolation rate = / 3 minutes per inch. . L-;_ • PERCOLATION TEST DATA SHEET Test hole location 7,6 v/244et.149 J9a,,, /( Ad Hole number Date test hole was prepared , Depth of hole bottom, /2_ inches. Diameter of hole, g inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall „Ce,-44.4) cleive/G. • Depth of pea-sized gravel in bottom of hole, 2_. inches. Date and hour of initial water filling 6 - /o - 2Ozle) FiPol Depth of initial water filling, 11 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours QN-�et 9`L e c �P/drJ , • Percolation test readings made by -g,)4' C/G//--6eb on g -Ho .-2OGO starting at 1.'36 a.m. Maximum water depth above hole AO (date) during test, 14 inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch I :36, _ i 's5r 11 ( -- q 2 '. S I:ss'- -2-.i195/Z - 334 _ 1 % - /a • E 2.'x,5 - 2,'35- 20 S34 q I . / 1I 4o' 41„, j -'1 y 9:4;77 ,'1tit i \4ziti Percolation rate = // minutes per inch. • L-14 PERCOLATION TEST DATA SHEET Test hole location V7 ./L1 19k,U d 44 gel Hole number 3 Date test hole was prepared , Depth of hole bottom, / 2-- inches. Diameter of hole, F inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall 5(i21.9lc7472edik- • Depth of pea-sized gravel in bottom of hole, � inches. Date and hour of initial water filling . [, `il0 -24,D!' ¶ 40/ Depth of initial water filling, 11 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours / „t,4oy�,ta.-*1C .ctp Yian • Percolation test readings made by SDd j//1.Pn/Czit)+ on C o - /6 - ZWO starting at f 3 a.m. Maximum water depth above hole (date) during test, ( I inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch /:3f- /;5-6 1 "] _ .6.-.1,;/. ... 14 , 3 A7 4 , I-1 1:57 - a :i4 19 s%Z - i3 / , Z o2 ; IG - . :34, ,2 o c72 - - 3 '/.. .6-1 • ' ;!..w....,_ ,tr-7,,r,, ,,, ,, ,.,, a • r+ -:,. Percolation rate = 6- ,-7 minutes per inch. . L-14 PERCOLATION TEST DATA SHEET Test hole location '749 Q/24/e/4c dak /CI Hole number 1/ Date test hole was prepared , Depth of hole bottom, //2- inches. Diameter of hole, 7 inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall <(_.r2,Po[lid/E'i v« • - Depth of pea-sized gravel in bottom of hole, 2.... inches. Date and hour of initial water filling - 6 - ,/6 ` ZDde2 74-#07 Depth of initial water filling, /1 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours P i,l 4On a /( C __ciP`!dL) • Percolation test readings made by .,K6vi)/,t1isd,i 't on 7-/6 - Zdf>O starting at /; z7/40 ! Maximum water depth above hole (date) during test, jr inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch I '40 - I :S7 11 6% - 377 IS- Vs$ - a.:» Ig 6 33/ , _2N Z • I' I a N 1. 3 R rilVt rI ! � : �R • •.y J ` ya Percolation rate = '1. 3 minutes per inch. • .!'$/ �..... .. tri Logs oil Soik$ gjings ,,r , ; Location or Project 7 D / , ' J ' R 40 ,,c, Borings made by g.,, Z,�� L7" Date 6 -/S'- Z ' ' ' Classification System: AASHO ; USDA-SCS ; Unified ; other Auger used (check two) : Hand x , or Power ; Flight , or Bucket _: other Depth, Boring number / Depth, Boring number Z in in feet Surface elevation feet Surface elevation 0 -7, 5 %,/i2_ , 0 -7, 571//2_ o'-' . /ir<y / o--q " S!ify 1d 4, 31, Lai 3/ Z . 1 — _ 1 — q-/6," C(ai Lc ocril 5/3 S - 3c, L(,4.( 2 — Lo � '� 2 — /G -'9 " Sa...-ci 7/3 (-4-#.1 5/g 3 — 3 — w�`,,� /6' ,+ n �rr 4 — 4 — W'-0 P C 5/ s7/ 5 — s/ , 5 - 6 — 6 — 7 — 7 — 8 — 8 — End of boring at feet. End of boring at feet. Standing water table: Standing water table: Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole /V . Not present in boring hole . Mottled soil: Mottled soil: /' N Observed at / -fit of depth. Observed at ?--.4/ feet of depth. Not present in boring hole . Not present in boring hole . Observations and comments: Observations and comments: 3 } Logs of Soil 4,,,,--z,.--)g s •,,,_,✓ �'� Location or Project 7/7/.0 Q Ale-Al / Q//DxJp Borings made by . jj j, $. /1i,¢ Date "/S- Zoc.' Classification System: AASHO ; USDA-SCS ; Unified ; other Auger used (check two) : Hand ( , or Power Flight or Bucket _: other Depth, Boring number 3 Depth, Boring number '� feet Surface elevation in feet Surface elevation 0 7 S y 0 ''J f o -g" La 4,1 3 a -71/ Z#70#47 3� 1 — $ - 3G, 1 �- zS e/at Lc.1<0 Lay �d �, S s/y 2 — / 2 — — 9.5--- 3C.,,,- � � .722_ 3 c— 3 — .- 4 4 — 11A-0I4 c1 ir 4 5// Hca /eI / " 5 — s/6 5 — A 6// 6 — 6 -- 7 7 — 7 — 8 — 8 — End of boring at ,3 feet. End of boring at feet. Standing water table: Standing water table: ?resent at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole X . Not present in boring hole X Mottled soil: Mottled soil: Observed at _. feet of depth. Observed at //..ti-- feet of depth. Not present in boring hole • Not present in boring hole . Observations and comments: Observations and comments: ry- -.,"S. • Logs of 5� Bgring . 1 kj as :"`;.',7 "� 1 v, �s�b Location or Project -7y Q/1/� (QtJ /0�� �d 7/,,,,/D Borings made by z/p( 4t " / Date Z,, - f,6--- 2ft40 Classification System: AASHO ; USDA-SCS ; Unified ; other Auger used (check two) : Hand y , or Power ; Flight _, or Bucket ; other Depth, Boring number ,5- Depth, Boring number in in feet Surface elevation feet Surface elevation O 7 syx o7-5-y/ ---7" gJ 2._4 45‘,,, 3/1 I-o A14/ 1 — f 1 — Zsi, ( /3 `t 2 — LD , 2 — c' 4y Y /‘ -3� /I----, cv_i� coy s3 — moi<1 3 — r / 4 — 4 — rideeA-cl /6 '' 5-// 374 S/, 6 — 6 — 7 — 7 -- 8 8 — 8 — End of boring at 3 feet. End of boring at � , feet. Standing water table: Standing water table: Resent at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole X Not present in boring hole Mottled soil: Mottled soil: Observed at //5 feet of depth. Observed at �� ( p ��- ..imt of depth. Not present in boring hole . Not present in boring hole Observations and comments: Observations and comments: . . . . . ME SERIES 1/2 through 1-1/2 HP Effluent Pumps — POWER CORD DIMENSIONS _ �,.. Jacket sealed with corn- MOTOR HOUSING OM a1= pression fittings. Individual Cast iron for efficient ~`�'� wires potted with epoxy to 1 .;�� P P xY heat transfer and I r l>\• i prevent wicking in case of corrosion resistance. ��� cord damage. e ,, _ . BEARINGS �i Upper and lower ball r! ,�j4i' ibi MOTOR �� +$ 1/2,3/4, 1 and 1-1/2 HP 1 Ili 0 single or three phase. _ •r '4 iii 1 , 1�E T / 60 Hz, 3450 RPM. Single .1 1a � g G _ I �- hase PSC motors have •vj=� built-in on winding 0 ^!,I(?{Y� overload protection, oil- N� ,..' cooled and lubricated. HIGH EFFICIENCY CAST11111 IRON VOLUTE I r.� -1 16- Corrosion resistant. Passes r��:1 �! MEM � spherical solids. 2'NPT � � ��� 0 111 �:� .-IP I , discharge. NIS 11' eiv ,. fir;"�� l/ i ift . \ _\\�3 - _—� Inches(millimeters) -- Pr\/ 11,...4 . a��sh. / Model Series A B C F I 16,8 4.09 1.03 12.13 WitlifilTSiii ME50S (427) (l04) (26) (308) �. r 18.6 4.09 1.03 12.13 �/ MESOD (472) (104) (26) (308) A 16.8 4.0 1.06 12.5 ME75S,MEMOS,MEI 50S (427) (102) (27) (318) ENCLOSED TWO VANE VOLUTE/IMPELLER SEAL ME75D,MEIOOD,ME150D 18.6 4.0 1.06 12.5 IMPELLER RING (472) (102) (27) (318) high efficiency. Passes Maintains high efficiency W spherical solids with and reduces recirculation. PERFORMANCE CURVE stainless steel wear ring. Replaceable. Optional bronze construc- CAPACITY Lfl PDR IMAM tion available. 0 50 100 150 200 Soo 350 400 450 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 j1 SHAFT SEAL(S) ME 1O° — .• ■tom , Carbon and ceramic faces. --. " s ��'�/ Optional dual tandem '11 e� — 1 Iiiii ®_ ���► seals. Extends motor life. ' NM - iii4 litlirtiall . ME 1 1111111191,11.1%1Mig 'i-E 30 ENE-EAkk.. • - ism• _ \ SEAL LEAK PROBES -, _NE ,,� 6 20 Optional probes(dual _4 seal only)detect water tO ,ft qleakage in seal housing. 0 .' y ¢r. l` y y kit — Activates warning light. 0 10 20 30 40 50 s0 70 60 90 100 110 120 130 ° CAPACITY GAU CP.6 PER MINUTE K3497 9/99 F.E.Myers, 1101 Myers Parkway,Ashland,Ohio 44805-1969 Printed in U.S.A. MYerS6 419/289-1144,FAX:419/289-6658,www.femyers.com � Myers(Canada),269 Trillium Drive,Kitchener,Ontario N2G 4W5 al l i,7�favl::u ir� 519/748-5470,FAX:519/748-2553 ME SERIES 1/2 through 1-1/2 HP Effluent Pumps • j DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE ■ Oil-filled motor for maximum heat dissipation and constant bearing lubrication. ■ High torque,permanent split capacitor(PSC), single phase motors. No starting switches or relays to wear out. ■ Optional seal leak probe warns of seal leak condition. (Dual seal motors only.) Helps prevent • i costirmotor damage. ■ Motors have on winding current and temperature sensitive overload.(Single phase only.) THE ME SERIES EFFLUENT PUMPS ARE DESIGNED FOR YEARS OF MAINTENANCE FREE OPERATION ■ 'Volute seal ring is replaceable. Restores pump to original performance if wear should occur. ■ Motor is held in place by 4 screws. Easily re- moved if service is ever needed. Double Seal PRODUCT CAPAILITIES Capacities To 120 GPM 454 LPM Heads lb 95 ft. 28.9 m Max.Spherical Solids ' in. 19 mm �. Liquids Handling domestic effluent&drain water Intermittent Liquid lamp. up to 140°F I up to 60°C Motor Electrical Data 1/2 HP 115 volts,1 ph 1/2 to 1-1/2 HP 230 volts, 1 ph 208.230,460,575 volts,3 ph Single Seal oil-filled,permanent split capaci- tor type, 1 ph,3450 rpm,60 Hz Motor Insulation Class B(130°C) Third Party Approvals UL CSA fr HE MYERS ME SERIES EFFLUENT PUMPS ARE Acceptable pH Range 6-9 DESIGNED SPECIFICALLY FOR TODAY'S EFFLUENT Specific Gravity .9-1.1 PRESSURE DISTRIBUTION MOUNDS, TRENCHES AND viscosity 28-35 SSU HIGH FLOW DRAINAGE APPLICATIONS. The ME Series Discharge, NPT 2 in. 50.8 mm effluent pumps with their efficient two vane,enclosed Min.Sump Dia.Simplex 24 in. 61 cm impellers,provide the ideal performance for optimum Duplex 36 in. 91.4 cm dosing. ME Series pumps are constructed of only corrosion resistant materials like cast iron,stainless Construction Materials steel and thermoplastics to assure that they will per- Motor Housing,volute cast iron,Class 30,ASTM A48-76 form for years to come in the harsh effluent environ- Enclosed Two Vane ment and drainage applications. For more informa- Impeller Standard engineered thermoplastic lion,call your Myers distributor today or the Myers Optional bronze Ashland,Ohio sales office at 419/289-1144. Impeller Wear Ring 304 SST Volute Sealing Ring Buna-N ADVANTAGES BY DESIGN Shaft 416 SST IDEAL FOR USE IN MOUND AND TRENCH PRESSURE Power Cord DISTRIBUTION SYSTEMS 1/2 HE 1 Ph 20 ft.16/3 SJOW/SJOW A • High efficiency,two vane,enclosed impeller pro 3l4-i-1/2 HP, 1 Ph 20 ft. 14/3 SJOW/SJOWA vides ideal performance for most efficient dosing. aft S Seals single gl carbon&OW A • ImpellerShaft Standard sin le &ceramic pe passes full3/4 inch solids. Optional tandem carbon&ceramic • Enclosed impeller design eliminates possibility of Opt.Lower tungsten carbide lamming or corrosion between impeller and volute. Fasteners 300 Series SST WHERE INNOVATION MEETS TRADITION ISO 9001 Certified Myerse June 16 2000 Re: Soil Boreings, Percolation Tests, System Design. We were retained by Brian Kerber to provide criteria for the on-site sewage system for the property located at 740 Orchard Park Rd. In the City of Orono There were a total of 6 soil borings and 4 percolation tests done on this site and it appears that there is room for a new primary and alternate sites for septic systems on this property. This is based on a three bedroom, type one, single family home with maximum flow of 450 gallons per day. This house exists on this lot at this time. From these tests it was determined that a high water table exists at a depth of 16 to 24 inches below the ground surface. The high water table determines that only a mound type drainfield may be installed, to meet with code. Percolation tests range from 6 to 12 minutes per inch on the two sites tested. All neighboring wells are located greater than 100 feet from the proposed drianfield site. See attached sketch for locations. These areas must be protected from any traffic to be used for any future septic sites. If they are not protected the data collected herein will become Void and new testing shall have to take place. This design is in compliance with local codes and Minnesota Pollution Control Chapter 7080 as of the date listed above. Respectfully J Bob Volkenant MPCA License#56 , , _ 3_s_., _ _ _ ) _' - _ _... _ ..._:, _... _ . _. _ _ --ii-(o o d 10 .k R� 1v •r o '' • -i-g ry ' ! III ,00 i NA j sl P -a%% \-,5•►S� E ‘`6:_r- (� SQA 05 I% I , ; S Ira OO P.105+11-301' i05 ,* tVK r a so 1 1°) • 9 1 /S.ti.1 4,0119 • i v ye) I (�� / ''. 9 p o , ' 1 471. :,:;'''' tr 7.?'''') '''' ., Q 1 1 Q e2 s L-14 PERCOLATION TEST DATA SHEET Test hole location -74/01 OgcA m, Pal,,.._ td Hole number I Date test hole was prepared , Depth of hole bottom, // 2, inches. Diameter of hole, 4 inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall PA.) c/Z0Pi� • Depth of pea-sized gravel in bottom of hole, ;Z inches. Date and hour of initial water filling C0 -/ -- 2. c' S. f Depth of initial water filling, 11 inches above hole bottom. Method used to maintain at least 12// inches of water depth in hole for at least 4 hours IQwdaLc vnt4. Sip4 . Percolation test readings made by g4',41 1keIddu,7L— on Zj- / 6 -Z06!) starting at /73s-- a• .. Maximum water depth above hole (date) m. during test, 1 ) inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch i• js- -/'sy 9 5 z 7 74. _ 1D. i3 /53 - 2:13 /1 S% - 3 _ �� q. til .;13 - 2:3 � � - 3 a /o . . . . . 4 E. 4 _ f es; . ��f�`_ ,a` Percolation rate = / 0 minutes per inch. L-1= PERCOLATION TEST DATA SHEET Test hole location -/ ./x O O fiat J9a4 ,gid Hole number Date test hole was prepared Depth of hole bottom, /2- inches. Diameter of hole, Z inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall se-t4-41 detUP'L Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling 6;• - /40 - Zob e Fpcziol Depth of initial water filling, I inches above hole bottom. Method used to maintain at_least 12 inches of water depth in hole for at least • 4 hours 4 uDN-,Gr V/f C .<; ehr /i a��.,',tht on Percolation test readings made by ��lo Ci C g -i4o -4.9c13 starting at ! G, a.m`. . Maximum water depth above hole (date) A during test, l 1 inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch i No - 1.SS- 17 (0 - q 2 ,. 5- /,'SS-- Xiii - /:Ss- Xiii 19srz - 334/ 1 % /o . g • 2,./ - 2,'35 2a S3 / q / ' J. - - e '' 1 Percolation rate = /7 `� minutes per inch. L-14 PERCOLATION TEST DATA SHEET Test hole location -74�o /)/r°U/.Lc,{ 4.4/k gel Hole number 3 Date test hole was prepared , Depth of hole bottom, / inches.r Diameter of hole, (C inches. Soil data from test hole: Depth, inches Soil texture • Method of scratching sidewall <5('/??tc.)'((/2((/e/t- Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling ' 6 -/6 -2...4.9e69 .04 Depth of initial water filling, 11 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least /' 4 hours „A,4o1A,ta-4\C � t Kari Percolation test readings made by Sad ///1.P, i+ on a.m. /(, - 22W0 starting at 3 Maximum water depth above hole (date) during test, f / inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch /39- /;56 1 -1 s%, - l743 % 4 � �l /:57 161 srz - j 4 3 / s, 2- ; /G- 2:3� 22-O c72 - - 3 // _ Percolation rate = 6-- ,-7 minutes per inch. L-14 PERCOLATION TEST DATA SHEET Test hole location -71/6 404‘24.1 a.(4/ /2j Hole number Date test hole was prepared , Depth of hole bottom, /2-- inches. Diameter of hole, inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall c",v2 4tl_cZi'1 vex-- • Depth of pea-sized gravel in bottom of hole, 2, inches. Date and hour of initial water filling - 6 - /6 - 2.40,62 7.9-011 Depth of initial water filling, /1 inches above hole bottom. :ieLhod used to maintain at least 12 inches of water depth in hole for at least 4 hours / IA 4vn.i a /t C S1 4d Percolation test readings made by go x "Aid Ii 7 on , 7--/6 - Zd9 O starting at /: /,0a.m.`.m . Maximum water depth above hole (date) during test, l � inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch IS$ _ o-: 7 l9 6 - 33/ .`1 % /a • cl 2:I7 - 2:37 L0 � 3 412 a % IV re/ iokTz) Percolation rate = "1. '3 minutes per inch. '-� Logs of Soik$oringsl ' ', 'f,'1 e i Location or Project 4O t)4e �:r," Pai-k lel Z27,i_„0,4J a_ Borings made by g.„ 6 `4 ,... ,4- Date 6 -/5'- zoov Classification System: AASHO ; USDA-SCS ; Unified ; other Auger used (check two) : Hand x , or Power ; Flight , or Bucket _; other Depth, Boring number I Depth, Boring number 2-. in Surface elevation in Surface elevation feet feet 7,- sy2 o� " s,lyy 0-q0 5.7 L014-, 3/) L 3i 31/4_ 1 — 1 — q-/6," 6(`E7 2- A1/4-.1 5/3 8 - 3c C14,-- . . 2 — 2-0 r 171/ 2 — /6-?(" S `�/3 2( 334, (` �d 5/4( 3 — 4 — Ysc. W i G, " 4 — ww 41 le J `ot q/1 5/! <V/ g-/,y 5 — s/4 5 - 6 — 6 — 7 — 7 -- 8 8 — 8 — End of boring at feet. End of boring at feet. Standing water table: Standing water table: Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole Not present in boring hole . Mottled soil: Mottled soil: �� Observed at ,/ —t of depth. Observed at g-� - t of depth. Not present in boring hole . Not present in boring hole . Observations and comments: Observations and comments: 4:!, ., fC-'- 'Y..l .r„"Ti+..--r Logs of Soil Bo=gs . --,_;...,./ Location or Project �i�(,..Z i3O ' D/P-®nJ&____ Borings made by .7 , 41�,Py/,.¢ Date "/S' Zec9Q Classification System: AASHO ; USDA-SCS ; Unified ; other Auger used (check two) : Hand x , or Power ; Flight , or Bucket _; other Depth, Boring number 3 Depth, Boring number `/ in in feet Surface elevation feet Surface elevation 0 7.syA o -7,5--/A 3p Le-7047 3/1 l r1 — 7- ZS C%1( Laer- 3oe-424/ 47,4tf ,A- 2 — /r. 2 — 3 3 — 4 — Yk° t7tid cirf 4 — 5/1 ra7//e/ / ei 5 — S/6 5 — 11/4 6// 6 — 6 — 7 — 7 — 8 — 8 — End of boring at _3 feet. End of boring at feet. Standing water table: Standing water table: Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole X . Not present in boring hole X . Mottled soil: Mottled soil: Observed at 2_. feet of depth. Observed at //•.5-- feet of depth. Not present in boring hole . Not present in boring hole . Observations and comments: Observations and comments: 4, ile .\1 FST d'� a Ao , a, +' 7 i. Los of Barin- Wax b � t`" 1 - � y /Location or Project --,70 Q ( -eer, 0.0e1d, 1 //ed.1/O Borings made by . g.,6 �p(W-t•P,Z1,¢ke.P Date /S' 2_49-4942 Classification System: AASHO ; USDA-SCS ; Unified ; other Auger used (check two) : Hand X , or Power ; Flight , or Bucket _: other Depth, Boring number ,- Depth, Boring number _____ in in feet Surface elevation feet Surface elevation 0 7 syr 0 7- 5—y/ O -1!r ,54___ $, 2-a0til 3f I 1 — 1 — g- Z��` 0411 L �J/ 7_ /6 « G(al S j / 2 — Low/ / — 2 /‘ —36 c4r, x-iii( S/� 3 — 11041-at �-�- 3 — 4 — 4 — erd /6 '' S// si 5 — 5 VA a � 5/1 S/4 S/� 6 — 6 -- 7 7 — 7 — 8 — 8 — End of boring at 3 feet. -,End of boring at , D feet. Standing water table: Standing water table: Resent at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole X . Not present in boring hole _ X . Mottled soil: Mottled soil: Observed at f,3 feet of depth. Observed at a,�� J'EMMt of depth. Not present in boring hole • Not present in boring hole . Observations and comments: Observations and comments: DATE TIME CITY OF ORONO CALL IN INSPECTION NOTICSCHEDULED 11-11-Of 3.6 a PERMIT NO. P 0 4 ' COMPLETED 1114-61 3`,0 6 ADDRESS 740 v f C"rd /Nr Ic kd OWNER iCCrtCf- CONTR. Su 1+1,vc\NS TELEPHONE NO. DESCRIPTION f\-6 vI I- 0 p ,.... W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cc 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 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 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL lb EPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J • 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL ' OWNER/CONTRACTOR TO MEET YOU: S NO o COMMENTS: ec LL) 41* C Li �.,1``k- op oil, j 0 5rham.r KS C��,,, '- -� ;et SS vV..t lcut- (Nei f'r' l Ls, / ° r•--o t\\e. ( S<�j W cc Q LnW z W cc j d WORK SATISFACTORY:PROCEED tyl �'�. PROJECT COMPLETE CC ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O0 BEFORE COVERING PERMANENT LI CORRECT UNSAFE CONDITION WITHIN HOURS. IP 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. 249-4600 Owner/Contragtor on site: Inspector. (/\lt\V\ CMvim, White Copy/Inspector's File Canary Copy/Site Notice 1 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI E Lj/n SCHEDULED 11—.16-0% 11•30, PERMIT NO. f I `fi'�O O COMPLETED ii'a6'a+11 11%30 ADDRESS_ 740- 0 f cicc P'zc �i,i OWNER �f� t t-C CONTR. So\-\',Nick NiS � TELEPHONE NO. t DESCRIPTION Se fi•C. --- o . `L`@U LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL OBEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL36 FOUNDATION/REMOVAL J Z OWNER/CONTRACTOR TO MEET YOU:'YES_NO o COMMENTS: cc 0cl� be,) ( 1o)c ) • - root 1 aok el, (, )cc LIJ U—rd h ,,,,,Olc 674- YV\06 jr\i 1 CV cd .--.'-‘--41 fie' - f4cs -� 1 Lu (1 iq Aer1 /3 z W cc RK SATISFACTORY:PROCEED r PROJECT COMPLETE W CZ ORRECT WORK&PROCEED Cl ISSUE CERTIFICATE OF OCCUPANCY W l Li CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURNI CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contractor on site- Varma Inspector. ` Mac-- White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO /CALLED IN INSPECTION NOTE� SCHEDULED 11—WisOl t'-30 PERMIT NO. P4 J COMPLETED k 1-Lek-OA N'-- 0 ADDRESS L D 0 <<``rd `1r Ik() OWNER `(e rbtr CONTR. Sv\\..ve-NlN-5 TELEPHONE NO. Cr <C DESCRIPTION St ----\L 1 N\V W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING c• 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL z Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION ' 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT Q 07 DEMO-FINAL elk PTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Z OWNER/CONTRACTOR TO MEET YOU:YVES_NO o COMMENTS:cc p a. %• }-1 0 Z Z 0 x,11 te�r (. W / az �- 0' ' b _Cy4....s vc ( ,./ 1-, C) (. I1<c,. rzW z W cc -s- 2WORK SATISFACTORY:PROCEED El PROJECT COMPLETE cc ❑ ORRECT WORK&PROCEED LI ISSUE CERTIFICATE OF OCCUPANCY W O Ll CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Ov BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN El STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 :; tt S°\\v`‘r$ ector. White Copy/Inspector's File Canary Copy/Site Notice