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Home My WebLink About1996-007709 - new septic system PERMIT i dry OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 SEWER if WATER, Crystal Bay, Minnesota 55323 Permit Number: t}{7770, (612)473-7357 Date Issued: 02/27/96 SITE ADDRESS: 2B7�� THOROUGHBRED LA LSV P. I . N. -,'-- 04--117-23-11-0016 DESCRIPTION: NEW SEPTIC SYSTEM Sewer & Water Permit Type NEW SEPTIC SYSTE Sewer t-i Water Wc-r k Type RESIDENCE i REMARKS: FEE SUMMARY: BaseFee $100.00 j}.} /7 Surcharge ) t} ---------- Total Fee $100. 50 i CONTRACTOR: - Applicant, - OWNER: CLOVER HILL COMPANY INC: 57237155 TONY E I DEN CO BOX 226 2570 THOROUGHBRED LA SHAD'OPEE MN SS: 79 ORONO MN 553S6 (612) 723-7155 THE UNDERSIGNED HF,! EOY REQUE STS PERM I� TO ,I�t E k��t. n CEMENTS SPECIFIED AND AGREES TO tom. ALt, .Wil IPS �t I+�T .�C t�?L I` E ��, CITY �F t L_ ORONO ORDINANCES AND STATE s- �iINNE TA "SUI�LDING t�E" RE{ APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE e.0 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 Com' JOB SITE ADDRESS: y 0 Gy 4 kc-ei Occupancy Type: Residential' 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: Cd e v` PhoneNumber• Mailing Address: City: Zip: Contractor's Name: Phone Number: it 7 cf - z 2q 7 Mailing Address:Pois,,_ 3S-L( City:L Zap:5.35-7 DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: X Precast Concrete _ Other Manufacturer �rwi 4 Tank Capacities: 1) gal. 2) 13OD gal. 3) ( 3co gal. B. Pump Station (if required) Pump make & model yy (attach pump curve & literature); system design requires _ gpm at feet of head. High water alarm make & model Outside electrical work to be completed by installer )C electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe Rock bed dimensions L_' 'x ' Drop Boxes Sand bed dimensions <r4(C) xJQ5_' Distribution Box Pressure Dist. Pipe Diam. i `/Z " Maniford Pipe Diam. -?-- D. D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. Signature of Applicant: .�� l/� .�i� Date: M.PCA Certification No.: ------------ Staff Review: App r val Denial Date: Reviewer: JV Reason for Denial: i 14crrY or oRONo SYSTEM APPROVAL .0clttOf ORONY �.,. MunicipalOrrices Post O( Box 66 Jnr 0 Crystal Day,Minnesota 55323-0066 \ z S110 LOCATION: 2570 Thoroughbred Ln . OWNER: Tony Eiden GENERAL CONTRACTOR: Tony Eiden SEPTIC CONTRACTOR: Mover Hill Co . SITE EVALUATOR: S—P Testing REPORT DATE: May 11, 1994 The City of Orono has Approved your on-site system design as of September 14, 1995 (approved-disapproved) (date) with [he following comments: The proposed residence must be relocated South by nine feet or more in order to maintain a 20 ' setback to the alternate drainfield site. THIS IS NOT A PERMIT. This is a design approval form whicli must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 liours in advance. ALL DRAIN FIELD 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 leas verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF ORONO By Stephen Weckman, On-site 8ystems Manager TELEI'IIONE-473-7357 • FAx-473-0510 S-P TAESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 a (612) 497-3566 May 11, 1994 Tandem Properties Lot 16 , Block 1 Dickey Site Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, five bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are SCS soils mapped - LrB - Lester loam. A seasonally high water table was located at 14" to 26" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 10 . 1 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (mercury floats are a good method) . All neighboring wells are located greater than 100 ' away from the proposed treatment area. CONT ' D Tandem Properties Lot 16, Block 1 Dickey site (2) Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water, (laundry, showers , etc. ) human waste & toilet tissue should be disposed of into the septic tanks . Garbage disposals are not recommended. Smaller amounts of laundry soaps , dish soaps , cleaning agents , etc. are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recommend to pump & clean your tanks by a certified pumper every year if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance. even B. Scher ers L SBS/ds - --- -------------- �� 0 oa(.•> � NI / t , �3R J0.0 1i /01..4 � / •M �Y t,04S H / K \0*�--Avq, J /mOft 0 y., �\ roafq C7`t� iO PO S� Ita-Cr��t kC 14�'�1R S INIM&OVI of-AN 1.` r-,2 � �`� ►-� / -F,oa5.7 OOWWCTOR 0 R,-A— - PERMIT C; � :? no AFF f ,;B WtTH 1 - %�-'-ECTIONS P,� i � / ,; GD��)�-1 �A t��ot-►13�v� F � �� a 1TNO) ROVED — .,rtkECT & R� �' �, / ��cQa�sro>l Dese cofnme ;:s are for your 1.,,?_/rrnetlon. All vee "P¢o?osteo ,� p S�a� �1e��S `tail compliance with Bit tlp{�z Able '%U*ing & +�' Ft�Y�Ylri►� iy o \\� �--'/ Dass +Wkerr►ents intruding FGWr►s not SpgeWjCajty note n r„ KED' THIS PTAH g' cM SrM AT A L T A&- sb Gi Perc:o!otion Tests Scale= XSoil Borings 0 Bench Mork \ Note: This system is to be constructed to meet the Wiinnesoto Pollution Con!rol Agency Chapter 7080 & Local Ordinanc( 30/ Check all underground utilities — i - M — PRCDE F:.�1 tRTY 0 14, An ---7A �7 S—P TES TING o — C)esiyned By-. - Cole: /L3��F, PH.62 -497-3566 H. ► MV) _ - -' r _ A SS � SET- BACKS 1 a t i. /O' 17 t ! HOUSE System must be: Tank 2,02 from property lines X- S - jot,] AA SA=IL W il L S t lf from wells from bags.• " l.1�'r �. ►p Wt'a" I—"�,;,; Treatment area _ from lakes, _ streams eat NOTE:Power supply and switches must be located in a Tr MaNHo�s eaItmennt t �'from wells Oreo �� from property lines weather proof enclosure outside the pumping chamber and manhole —insyALt.ow . QALCALt— �o'from Bldgs. �——, J-D from trees t� SOIL BORING ELEVATIONS �Qmin. THAI EL.-10ri.) A. da.su t o TH."2 EL.4210 grade /o . Torik { Tank. TH A3 EL.-11:.a.�•D Drop to Tonk_ I III PRES/S?UVREwnDIASn1TRIBUTION MOUND SYSTEM TH.74 EL7&"4 Min. l toe u 'L TH. 5 EL.-'o7.1 Pumping i Max.I"to4' Chamber ELEVATION at PROPOSED PUMPING CHAMBER-LeaIsDLT-v VWl` e 10)0!•t7 j 4to 6"dia.pipe teary„_, SYSTEM DESIGN —MOUND Lowe-gw B u lot q.o_ TYPE-2, BEDROOM , Average percolation rote 10,) min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) I .24�0_gal./day x,.83sq.ft/gal.j0_4A sq.ft.of treatment area +10% =LL%_4 sq.ft. (= IOft.width=_Lr&_ft.length of bed area+side slope run oto I x'I.1 height= 327_ft..x 9 ft.lawn•area needed) i Clean rock needed— (AL) sq.ft.treatment area x 05 depth of rock--fir 1cu.ft=27= cu.yds,(3/4�to 21/� dia. ,includes f*of rock above p pe) ' c,oAYh / _ Clean sand fill below rock needed fly cu.yds. approx. sandy loam backfill�_cu.yds.approx., topsoil 6" r� Q cu.yd. CJ�lSN� > O O -O 50 L O llr-K�ataJLA� S40P�. -Lv�<oCAL �,, Number of tanks required_�___, Ist tank 11� gol. ,2nd tank O gal.mini rims pW s Prim P►tN>, Am eOS R- i Pumping chamber capacity- 25% of daily sewage flow of 1S2_gal.=J5Le.gal.+reserve storage of 15 00A 1/BIr-.��gal.+pipe back drainage— PROPERTY OF: of-Y-gal./100 lin.ft.of 'dia. supply pipe, lin.ft neededI1-:CLgol.+ manifold.1'V-gal./IOOtirLftof dia.pipe,lin.ftneeded , _3.__gal, t 0'r �LpL1L total capacity needed 36-�j_gal.(plus area for pump) u$s rr.l n. A,!ro g-% Cet f" p ip tn V.\ Distribution t�piipe L1.dia. , ak_lin.ft,32•dia. perforations " oport Pump size -rte hp. (pumpoble capacity 214 gal.4cycles/day) y��j_�_y o mss o_�Sc1�F]Q-U��_��•�L�r�,�o�__. I S—P TES TING, ,N& Note: When constructing bed , this area should be shaped Note- Distance-from treatment area to neighboring welts— Desi ned 9 to divert run-off from entering treatment area. L��''t� f%A)4 lops g y Dc?e PH. 6!2-497-3566 MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flow in Gallons per Day(gpd) Estimated r)SO gpd Nwn� or measured x 1.5 = gpd. Bedrooms lYPe I II type 1II Type IV 2 300 225 180 60% of B. SEPTIC TANK LIQUID VOLUMES 4 6 0 3755 256the -lo-LO 16 )-/Q oy gallons 6 900 525 35 750 450 32 0the 7 1050 600 370 8 1200 675 408 C. SOILS (refer to site evaluation) � IWC ,,®® 11 I! SgecT-t C�.ue 1. Depth to restricting layer= 1 - :aof Ll inches Bed = > 2. Depth of percolation tests = t a inches `PH-0 `""m'' 3. Percolation rate /0-1 mpi 2i«tea` 17.000 1'.'125 500 5 a 6 1.500 4. Land slope �'3 % 7 o<8 2.000 0o ova 9 See fig.C-6 (x 1.5) D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = , n o gpd x 0.83 sq.ft./gpd = (,az sq. ft:})0'5o=(o'dy° 2. Select width of rock layer(10 feet or less) = /0 ft. 3. Length of rock layer= area_width = Rock Bed !.j -L-sq. ft. 0 ft. _q ft. 1tiSJJ••titi•JJ.•titi•J..titiN•J•1ti•JJ••�ti•J••ti1•.JJ••tti•JJ••titi•JJ••{1.JJ••tti•J••ti�•JJ••titi•JJ••titi•JJ••titi•JJ••tititi••JJ.••ti��•• <10 ft.idth .t.ti •N• •t• •ti•t •ti.S•ti. •J•J•J•J•J•J•J•J•J•J•J•J•J•hJ•J• E. ROCK VOLUME Length 1. Multiply rock area by rock depth to get cubic feet of rock; (,. sq. ft. x/_o-<- ft. =r.L`�cu. ft. 2. Divide cu.ft. by 27 cu. ft./cu. yd. to get cubic yards; 4�cu.ft. i 27=�cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; cu. yd. x 1.4 ton/cu. yd. =_Z_t� tons. F. ADSORPTION WIDTH c.LA q L o A v✓1 Absorption width Si-6n Table 1. Percolation rate in top 12 inches of soil is >o mpi Percolation Rabe tea» Raw al Minatmperinch Soil Texture P'"y -dhW FrQ. •spa 2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00 / 2 0.1 to 5 Sand 1.20 1.00 L4 gpd/ft- 0.1to5 Fine Sand- 0.60 2-00 6 to 15 Sandy Loam 0.79 1-52 3. Calculate adsorption width ratio by dividingrock laver 16 co 30 Loam 0.60 2.00 31 to 45 Silt Loam OSO 2.40 loading rate of 1.20 gpd/A2 by allowable soil loading rate; 46 to 60 Clay Loam 0.45 2.67 1.20 d f-2 i 61 t0120 Clay 024 5_00 gp / ,y gpd/ft2= (off Slower than 120 Clav '•Soil having 5096 or more of fine or very fine sand 4. Multiply adsorption width ratio by rock laver width to get required adsorption width; a.G0 x/oft= ab.1 ft G. ' DOWNSLOPE DIKE WIDTH 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe a.L•'I ft- in ft = feet 2. Calculate Minimum mound size base on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation ). S feet b. Multiply rock layer width by landslope teoe cover. to determine drop in elevation; = teec Re ed Slope Difference Seperetloa feet O x�Z %=-100 =, feet slept Ctfterent o o et UpsloDe Width c. Add depth of clean sand for separation (2a) 12 feet Rock Bed width at upslope edge,depth of rock layer(1 foot) to depth of J]L-feet Downslope Width cover (1 foot) to find the mound height at the upslope edge Leet of rock layer; )Sft+ lft+ lft= 3,Sfeet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 2-6r) e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3.S x 3.57 = ) R feet f. Add depth of clean sand for slope difference (2b) at downslope edge,to the mound height at the upslope edge of rock layer (20 to find the downslope height; Z ,5' ft+ , 'ft=-2..�feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of 4 .5 h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3. le_x y`!-=-L�_feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; feet :. .: - UDs100s Wldtn hs a wi th s the s t JTotal mound d . Tot o upslope dike (G.2e)width plus rock trecl e.0 Width )D 1L(¢�test layer width (D.2)plus o UDs1009 Wlacn uoSleoe w�atn 3 ��feet11 1 _teat downslope dike width(G.2i); _ E I-z. ft+eft+j ft= feet ` Downslope Wletn k. Total mound len is the sum of Leet upslope slo dike width (G.2e)plus rock laver ' ' '' '` length (D.3)plus upslope dike width (G.2e); �I ft+��ft + 1a, ft= 9 feet I Toter Length-/Da'- Vowmlope UPSIOPe 3:1 4.•1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 711 8:1 %slope 0 3.0 to 5.0 60 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 3.09 4.17 526 638 753 2.91 3.85 4.76 5.66 656 7A1 2 3.19 4.35 5.56 6.312 8.14 2.83 �,Za'L 456 536 6.14 6.90 3 ??0 �. ¢,54� 588.^. %32 b.&6 2T �3?71 431 5.08 5.19 6Ai 4 3.41 476 625 7.89 _ 1SZ 268 -3.45 4.17 t86 5.46 6.06 5 3S3 5.00 6.67 8357 1077 261 333 4.00 4.62 5.19 571 6 386 526 7.14 938 12,07 254 323 3.855 4.41 4.93 5.41 7 380 556 7.69 1034 1373 248 3.12 3.70 413 4.70 5.13 8 3.95 5.88 833 1154 15.91 242 3.03 357 4.05 4.0 488 9 4.11 625 9.09 13.06 18.92 236 294 3.45 3.90 430 4SS 10 419 6.67 10.0 15.00 2333 231 286 333 3.75 4.12 4.44 11 4.48 7.14 11.11 17.65 30.43 226 278 3.23 3.61 3.95 426 12 4.69 7.69 1250 21.43 43.75 221 270 3.12 3.49 3.80 4.08 F-17 PUMP SELECTION PROCEDURE END PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity: w-c-- . Gravity Distribution 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of - ,,�.,»„�.rae.k ca ft._ water use rate. " h'o-o'..WO C-1" 2. Maximum suggested for delivery to a drop box of a home system is 2,700 ��»-c+"" �°^»'h ai-coo w-.T" per hour(45 gpm)to prevent build-up of pressure in drop box. "/4'"F a I» a Imo°�°,• Pressure Distibution ft"""of►.1 3.a. Select number of perforated laterals 3 Sonfftd b. Select perforation spacing= 3 feet. ` °'o,;". L.W C. Subtracj 2 ft.from the rock layer length. Vk feet. d. Determine the number of spaces between perforations. Length perf.spacing= ft.+ -1,_ft.= Z�spaces Required Perforation Discharge e. _Z,�spaces+1= A I perforations/lateral in gallons Per minute(gpm) f. Multiply perforations per lateral by number of laterals to 913a'� �d a �2� a P� °'d'PW get total number of perforations. ,,�- x �__2a perforations. (feet) g- 14 x 4> 4==gpm. 1.0a 0.74 SELECTED PUMP CAPACITY _gpm 2.Ob 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 applications )_feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity stem,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 Discharge F.L.= D , (o ft•/100 ft of pipe b. Determine total pipe length from pump to dischargeElevation Difference) point. Add 25 percent to rite length for fitting ETPu'' P loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pie length= F-18b )3 s x 1.25= /&;'� feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying SPm Friaim I=per 100 ft of pipe friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20 Total friction loss= /(o9 x d • :, +100=�_feet '12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 + S' + 25 3.73 1.11 0.16 (1) (2) (30 30 5.23 1-55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 TOTAL HEAD 4?feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 G Pump selection 60 5.60 0.82 1. A pump must be selected to deliver at least Z'� gpm (Step A)with at least )'/ feet of total head(Step B). • 1 `_ J CEkl I'1�ATI0[' ;} 00627 Lc of Soil Borings Location or Project Lot 16 , Block 2, Dickey site, Orono Boririgs �mdde by S-P Testing, Inc. Steve Schirmers Date 4-12-94 Classifiction System: AASHU USDA-SCS X Unified Other Auger used (check two) : Iiand X or Power Flight or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 1025 . 7 feet Surface elevation 1024. 7 Topsoil dark brown loam Topsoil dark brown 0 - 10" loam 1 - B oyoam 10"- 1 ' 4"-MOTTLED 1' 4" 1 - 0 - 1 ' 2"-MOTTLED 1' 2" Rusty olive brown loam Rusty 1 ' 2" - 1-1/2 ' graoam°W 114" - :1 ' 10" 2 Rusty olive brown 2 - Rusty gray brown clay loam clay loam 1110" - 2110" 3 Rusty olive brown 3 1-1/2 ' - 3 ' 4" loam Rusty olive gray sandy 3 ' 4" - 3110" loam Rusty olive gray Rusty olive gray loam 412" - 51 sandy loam 3110" - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - 1 8 - 8 - End of boring at 51 feet. End of boring at 51 feet. Standing water table : Standing water table: present at 2 ' 5" feet of depth, present at 1110" feet of depth, 17 hours after boring . 17 hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1' 4" feet of depth. Observed at 1 ' 2" feet of depth. Not present in hole Not present in hole Comments: Comments : L-13 CERTIFICATION 4 00627 Logs of Soil 13oringss Location or Project Lot 16, Block 1, Dickey site,Orono Borings made by S-P Testing, Inc. Steve Schirmers Date 4-12-94 Classifiction System: AASHO USDA-SCS X Unified Other Auger used (check two) : Hand X or Power Flight or Bucket X Depth, Boring number Depth, Boring number 4 in in feet Surface elevation 1025 . 0 feet Surface elevation 1025. 4 0 0 Topsoil dark brown loam Topsoil dark brown loam 0 - 10" 0 - 10" 1 Brown clay loam 1 Brown clay loam 2 - 10" - 2 ' 211-MOTTLED 2' 2 2 - 10" - 21-MOTTLED 2' Rusty olive brown Rusty olive brown clay loam clay loam 3 - 11 212" _ 3 ' 411 - 2 - 3 2 4 _ Rusty olive brown 4 - Rustyloamve brown loam 5 - 314" _ 51 5 - 312" _ 51 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 ' feet. End of boring at 5 ' feet. Standing water table : Standing water table: present at 3 ' feet of depth, present at 4 ' 4" feet of depth, 17 hours -after boring . 17 hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 21211 feet of depth. Observed at 2 ' feet of depth. Not present in hole Not present in hole Comments : Comments : T 6062i i:s of _soil J3orin( 5 Location or Project Lot 16, Block 1, Dickey site, Orono BorirggsLmade by S-P Testinq, Inc . Steve Schirmers Date 4-12-94 Classifiction System: AASHO USDA-SCS X Unified Other Auger used (check two) : Iiand X or Power Flight or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 1027. 1 feet Surface elevation 1026. 2 0 Topsoil dark brown Toam —-- 0 - 0 - 6" Topsoil dark brown 1 - Brown clay loam 1 _ 0 - 1 , loam Brown clay loam 6" - 1-1/21 -MOTTLED 1- /2 l ' - 1-1/21 -MOTTLED 1-1 2 _ Rusty 'blive brown 2 clay loam 2 - Rusty olive brown 1-1/2 ' - 2 ' 8" clay loam 3 - 3 - 1-1/2 ' - 3 ' 2" Rusty olive brown loam Rusty olive brown 4 - 4 - loam 5 2 ' 811 _ 5 , 5 - 31211 - 5 1 - O .J 6 - 6 - 7 7 - 8 - 8 - I End of boring at feet. End of boring at 5 ' feet. Standing water table: Standing water table : present at 4 ' 4" feet of depth, present at 2 ' 8" feet of depth, 17 hours after boring . 17 hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1-1 2feet of depth. Observed at 1-1/2 ' feet of depth. Not present in hole Not present in hole Comments : Comments : CERT.#00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-13-94 9 : 05 a.m. Percolation test readings made bv on starting at p.m. ,d„«A Lotl6,B1k.1,Dickey site 1 4-12-94 Test hole location , Hole number , Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-12-94 4 : OOpm 12 Date and hour of initial water filling Depth of initial water fillinginches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon Maximum�%ater depth above hole bottom during test_ 6 inches Time Percolation ime interval. Measurement, Drop in water rate. Remarks minutes inches level. inches minutes per inch 8 : 55 prefill 6 9 : 05 9: 35 I 4-1/8 7. 3 30 min 9 : 46 10 : 16 j 3-13/16 7. 9 " 10 : 29 ! 10 : 59 3-11/16 8 . 1 " I I i I Percolation rate = 7. 8 minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-13-94 9 : 06 am Percolation test readings made by on starting ar Lot16,B1k.1,Dickey site 2 `' " 4-12-94 Test hole location Hole number Date hole was prepared 12 6 Depth of hole bottom inches. Diameter of hole inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-12-94 4 : 00pm 12 Date and hour of initial water filling . Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon Maximum water depth above hole bottom during test 6 inches Time Percolation i ime interval. Measurement. Drop in water rate, Remarks minutes inches level, inches I minutes per inch 8 : 44 prefill 6 9 : 06 9: 36 4-1/8 7. 3 30 min 9 : 45 10 : 15 3-13/16 7. 9 " 10 : 30 11: 00 3-13/16 7. 9 " i I i Percolation rate = 7. 7 minutes per inch. CERT.#1Q627 PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by S—P T -s i nq, Tnn_ on 4-1 1-94 starting at 9 - 07 p.m. (date) Test hole location Lot 16 ,B 1 k. 1,Di ckey site Hole number 3 ,Date hole was prepared 4—12_9 4 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches 4-12-94 4 : 00pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon Maximum water depth above hole bottom during test 6 inches Time Percolation .i ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 8: 55 prefill 6 9 : 07 9: 37 5-1/2 5. 5 30 min 9 : 44 10 : 14 I 5-1/16 5. 9 to if 10 : 31 11 : 01 " 4-7/8 6. 2 of of Percolation rate = 5 . 9 minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test readings made by S—P Testing, Inc. on 4-13-94 starting ar 9 : 10 !dare/ Test hole location Lot 16 ,B 1 k.1,D ickey sit ole number 4 ,Date hole was prepared 4-12-94 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 12" Brown clay loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches 4-12-94 4: 00pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon 6 Maximum water depth above hole bottom during test inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 8 : 55 prefill 6 9 : 10 9 :40 of2-3/4 21. 8 30 min 9 : 41 10 : 11 of If " It " 10 : 32 11 : 02 " " It it to Percolation rate = 21. 8 minutes per inch. CE$T.,W627 PERCOLATION TEST DATA SHEET S—P Testing, Inc. 4-13-94 9 : 09 a.m. ` Percolation test readings made by on starting at p.m. (dare) Test hole location Lot 16 ,B 1 k.1,Dl ekey site Hole number 5 , Date hole was prepared 4-12-94 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 6" Topsoil dark brown loam 6" — 12" Brown clay loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches Date and hour of initial water filling 4-12-94 Dept o initial water filling 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon 6 Maximum water depth above hole bottom during test inches Time Percolation ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 8 : 55 prefill 6 9 : 09 9 : 39 if4-1/16 7. 5 30 min 9 : 42 10 : 12 If 4-1/16 7.5 if to 10 : 33 11 : 03 3-15/16 7. 6 " Percolation rate = 7. 5 minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET Inc. : a.m. Percolation test readings made by S—P Testing, on 4-13-94 9 08 starting at p.m. Lotl6,B1k.1,Dickey site 6 fdatef 4-12-94 Test hole location ,Hole number ,Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-12-94 4 : 00pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon Maximum water depth above hole bottom during test 6 inches Time Percolation .i ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 8: 55 prefill 6 9 : 08 9 : 38 113-1/16 9 .8 30 min 9 : 43 10 : 13 of3 10.0 11if 10 : 34 11 : 04 3 10.0 " Percolation rate = 9 . 9 minutes per inch. DATE Q� TIME CITY OF ORONO CALLED IN C��—/n INSPECTION SCHEDULED PERMIT NO. COMPLETEn h ADDRESS OWNER C TR. I GO TELEPHONE NO. —�-- DESCRIPTION ,/Llrl�C S 4 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS CO03 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 SEELC.MALUL 21 COMPLAINT v 07 DEMO-FINAL 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBIN 11� 36 FOUNDATION/REMOVAL OWNER/ NTR TOR TO MEET YOU:_YES_NO COMMENTS: 0 cc 0 t W cc luQ Z W W d w/_wC RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE QZ CORRECT WORK&PROCEED SSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION \ TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContract Inspector. White Copyllnspector's File Canary Copy/Site Notice PATE TIME CITY OF ORONO CALLED IN 7/oZ 596 INSPECTION NOTIC SCHEDULED PERMIT N0. 7�D 9 COMPLETED ADDRESS _`5 OWNER c, C NTR. TELEPHONE NO. DESCRIPTION 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 Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 2 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT tQ 07 DEMO—FINAL 15 SEPTIC INST 22 FOLLOW-UP 2 09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO MEET Y20: YES N o COMMENTS: + _ a CCU fn O le O cc O LL W cc Q f2 Z W Z W cc O W / f�'WORK SATISFACTORY:PROCEED PROJECT COMPLETE ac W LlCORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contracto ite Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 'Z 7 O q COMPLETED -� ADDRESS ;Z57 y OWNER CONTR. TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING IQ 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/NIETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL SD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS 07 DEMO-SITE 21 COMPLAINT W 07 DEMO-FINAL i 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNERMONTAAC'TOR TO MEET YOU: N y COMMENTS: O. O cc O W W 0; Q 12 2 W W Dr d W/7 $WORK SATISFACTORY:PROCEED E,PROJECT COMPLETE cc W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContra s Inspector. White CopyAngmtoes File Canary Copy/SIN Notice l/ �y DATE / TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED i T PERMIT NO. !2 20 9' COMPLETED �p ADDRESS 2,5_90 OWNER !unci c�«G'-Y► CONTR. TELEPHONE NO. DESCRIPTION LQ 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT Q 07 DEMO—FINAL 15 SEPTIQ INSTALL. 22 FOLLOW-UP W 2 09 PLUMBING RI SEPTIC FlN 35 HARD COVER REMOVAL -J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: _NO L COMMENTS: cc W — CL ef.Xy Cr O W Cr Q Z W W j LU ❑WORK SATISFACTORY:PROCEED ,,r-/PROJECT COMPLETE CC ❑CORRECT WORK 8 PROCEED C: ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contract9go sit Inspector. _ White Copynnspsctoes File Canary Copy/Site Notice