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HomeMy WebLinkAbout2005-P09293 - new septic system PERMIT Tl� OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P09293 Crystal Bay, Minnesota 55323 Permit Type: Septic (952)249-4600 Date Issued: 11/30/2005 SITE ADDRESS: 160 Old Crystal Bay Rd N Unit# Long Lake,MN 55356 PID: 33-118-2343-0006 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: Owner/Self OWNER: Leann Coe MN 160 Old Crystal Bay Rd 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. LXPPLICANT PERNIITEE SIGNATURE SUED$Y SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septi 6) Page 1 �Ibga�l3 �`7' j11yyq CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Bos 66 (2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS �� C� r.ai r, �' S i/� Occupancy Type: Residential X Commercial Other Permit Type: New or Replacement System $100.00 /oo Repair Existing System S 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit feeds �I�� � Owners Name: L e ig n,,l 6£7C'--- Phone Number: 1VIailing Address: %tgc, r>;p C ASA A 1 3!4'-l' 1(/Wity: L LAiI-e Zip: 5S3.S;o Contractor's Name: --�C 5 Phone Number: 710 3� Zq�l�-(oZ Mailing Address: W WP<6 c, City: Zip: ** DO NOT MAIL PAYMENT WITH TIUS 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(NIPCA) 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. �. lers;'cenAse shall be present during all inspections. 24-hoAur Individual holding MPCAlnstal notice is required for all inspections. t r NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. O1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. 1 will be installing the following: A. Tanks: '�3 Precast Concrete Other Manufacturer �� Tank Capacities: 1) gal. 2) ; a o o gal 3)f oc, gal B. Pump Station (if required) Pump make & model (attach pump curve& literature); system design requires gpm at feet of head. High water alarm make & model . 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 /O ' x Drop Boxes Sand bed dimensions ' x Distribution Box Pressure Dist. Pipe Diam. " Manifold Pipe Diam. D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with 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. ------------------------------------------------------------ ----------------------------------------------------------- Staff Review: Approval Denial Reviewer "`' Date: Reason for Denial: 13go a..b ft S IS Z. 106.0 -•S'cs,b Ybs Coo O Sae d 7.S 7.S• 47.0 ZS cub Yb.s S 4 Z'O I \41-0 ..Vl 13'x btt x L.9 41 cfb ✓ Zo. b9 X '''Z 3-x39 v a�b.�rt, y7�„b `Ibs sc,gce oub f '1o.2S 6 f1� Zg�o.?S -2? =- J �Zo �..t� yds 21t - Z= los.5 c.-6 Yd �o�'"" Soi nU es - toxt,3X 1°8' `0 6 cll1D Goo•4 -2T 25.5 o-F dock 16-A,63 63p.5 315 eVb f-� 3►-YZ7 ,Z `mob ybS 54" to>E.t 3x3= 3170 f- t, 3 qo =.2� Is��b Yds IS s,z C--ID Yds i e Material Quantities Clean washed rock: Z 6 c b Y&s Clean washed sand: Y4 Sand loam cap over rock bed: ti Z c-,b 1l Loam soil cover over entire mound: l0'7 c,,b Yds I i I I i i 1 TANK SPECIFICATIONS CAPACITY: 1000 GALLONS REINFORCEMENT: COVER#4 REBAR OO 0 i WALLS 10 GA MESH ` r FLOOR 8 GA MESH&#4 REBAR DIMENSIONS: E DIAMETER=93' ' 0 :LHEIGHT6! V = ", E TH BELOW INLET=46 — INLET AND OUTLET BAFFLES: POLYETHELENE W/STAINLESS STEEL CONNECTORS OUTLET BAFFLE: 40 o LIQUID DEPTH BELOW 20%LIQUID DEPTH ABOVE LIQUID CAPACITY: 25 OAL PER INCH a i i I I i 4 I Precast MODEL : DARWIN 1000 Systems SEPTIC TANK I HOLDING TANK -Inc. P.O.Hoa 56 Darwin,MN 55324 (320-69341440) (888-69341440) i , I i A00;0 Gott Tat/U -F',io,,.v �re,ca st- Sys��ra Darw:a M r►�e so*o �N° �ZCt;P�"io�.,s ) Sizing of Dosing Chamber 1. Determine surface area `"dth / Rectangle area = L x W x = sq feet �� Circle area =n+4 x (diameter)2 3.14+4 x x = sgft n=314 Other?Get surface area from manufacturer. sgft Diameter 2. Calculate gallons per inch There are 7.5 gallon per cubic foot of volume, therefore you must multiply the area times the conversion factor and divide by 12 inch per foot to calculate gallon per inch. Area x 7.5-:-12= x 7.5+ 12 = zs gallon per inch Legal Tank: 3. Total tank volume 500 gallons.or100% the Daily flow Depth(inch)',x.gallon/inch = 10 x ZS' _ (000 gallon . . or 4. Calculate gallon to cover pump (with 2-3 inch of water covering pump) Alternating Pumps (Pump &Block height(inch) +2 inch) x gallon/inch Ealmated (8 .�"�" x ZS = 500 gallonsro�toa,� gaW,, �BMIMMW t a aim W 5. Calculate Total Pumpout Volume '7 2 3M ns ISO � A- To maximize pump life,select sump size for 4-to-5 pump operations �' ,W : per day. 1370 gpd+ '7 = I'i o gallon per dose `7 M GM � T450 2% �� B. Calculate drainback m a. Determine total pipe length, Z j feet. b. Determine liquid volume of pipe,o r743 gallon per foot. C. Drainback quantity= z I ft x 0"-7"gal= 3.7 gal Pipe Diameter Gallons per ft inces C. Total pump out volume 1 0.045 1 .-L' gal/dose.+ 3'70 gal = l o Total gallon 1.25 0.078 6.Float separation distance (equal total pp out volume) 2.5 0.25 Total pumpvolume+gal/inch 3 0.38 4)3.70 + 71 = 5 inch S v.-Z,5 = (7--T -rata,(-rata,( �'Qt �&Aco„ 4 0.66 J1p.�_ T _ 5cA60y.s-in laker�a.ls G►eab¢�t s� Ij e'er 88.2, �ableo.s a..n,�l,. pre.ss��r• PP 7. Calculate volume for alarm(typically 2 to 3 inches) Depth(inch)x gallon/inch= z- x Zs = So gallon 8. Calculate total gallon gallon over pump+gallon pumpout+gallon alarm 4+5+7 5;02 + 1 Z$ +== 625 gallon Inlet ' pipe Reserve Capacity 9.lotal depth= total gallon—. gallon/inch (0 '5' + ZS = Z.'1 inch On Control ----- ------ - �-10'=2? tYivc ZS =3237 goa . ac.+v*A revs. cof Pumpoutvolume Recommended: .......... -.....o..contmi Calculate reserve capacity(75%the daily flow) Pump height Daily flow,x.75 = 7Sv x .75=Sb?•s gallons PUMP SELECTION PROCEDURE Perforation Discharges in gpm A. Determine pump capacity: perforation diameter gravity distribution head inches 1.Minimum required discharge is 10 gpm (feet) 1/8* 3/16 7/32 114 Z.Maximum suggested discharge is 45 gpm 1.0a 0.18 0.42 0.56 0.74 pressure distribution 2.0b 0.26 0.59 0.80 1.04 see pressure design worksheeet 5.0 0.41 1 0.94 1 1.26 1.65 Selected pump capacity: 5'0 gpm C Use j1.0 foot for single-family homes. b Use 2.0 feet for anything else. Potential for plugging B. Determine head requirements: 1.Elevation difference between pump and point of discharge. . � 10 feet 2.Special head requiremen-6 If pumping to a pressure distribution system,five feet for pressure required at manifold.If-c-ravity system,zero. S1 feet soil treatment 3.Friction loss system a.`Enteifriction loss table with m and pipe diameter. riteontaglIps SP P�P Read friction loss in feet mer 100 feet from table. Inlet etevaflo9 differenceF.L. _ x•99 .ft./100ft of pipe p4b.Determine total pipe length from pump to discharge -- -- ................. ....... point.Estimate by adding 25 percent to pipe length for fitting lose Equivalent pipe length times 1.25=total pipe length Z I x125= Ex-•zs feet c.Calculate total friction loss by multiplying friction loss Friction loss in Plastic Pipe in ft/100 ft by equivalent pipe length. Per 100 feet Total friction loss= z 6•a 5' x 3-99, + p 100= = feet nominal pipe diameter 4.Total head required is the sum of elevation difference,special head 9 flow rate 1.5" Y' requirements,and total emiction loss. 20 2.47 0.73 0.11 �0 + 5 + Z (1) (2) (3c) 2$ 3.73 1.11' 0.16 Total.head: i:' feet zo 4 �' 3011 5.23 1.55 0.23 35 6.96 2.06 0.30 40 &91 2.64 0.39 45 11.07, 3.28 0.48 C. Pump selection V13.46 ��0.58 55 4.76 '::0.70 I.A pump must be selected to deliver at least $� gpm 60 5.60 0.82 (Step A)with-at least Zo feet of total head (Step B). 65 6.48 0.95 70 1 7.44 1.09 PRESSURE DISTRIBUTION SYSTEM Geotextile fabric 1. Select number of perforated laterals 3 carter inch orations s aced GYjj- ' 2. Select perforation spacing= feet. 9"of rock Perf Sizing 7/32" /4 3. Since perforations should not be placed closer than 1 ft. to Perf Spacing 15-5 the edge of the rock layer(see diagram),subtract 2 ft. from the rock layer length. Perforation Discharges In gpm G3 -2 ft. _ feet. perforation diameter �s head inches (feet) 1/8*13/16 7/32 114 4. Determine the number of spaces between perforations. 1.00 0.18 0.42 0.56 0.74 Divide the length above by perforation spacing and roiuld 2 Ob 0.26 0.59 0.80 1.04 down to nearest whole number. 5.0 0.41 0.94 11.26 1.65 Length perf.spacing= <o/ ft.- 3 ft. = Zo spaces C use 1.0 root for single-fwAytxxnes. (3) (2) b use 2.0 feet for onythang else. l \ ' Potentiol for pugging 5. Number of perforations is equal to one plus.the number of perforation spaces . Maximum number of quarter inch perforations pes Z spaces+ 1 = Z� perforations/lateral lateral to guatnantee<10%discharge variation Per on 6. Multiply perforations per lateral by number of laterals to s�feecttjg A get total number of perforations. 2.5 14 mew3 x 5 (03 perforations. 13 17 3.3 12 16 25 Calculate the square footage per perforation(6-10 sqft/perf) 4.0 11 15 23 System area: 10 x 63 = 3 o '114 5.0 10 14 22- 0 C. _ Ok area pummm+ _ /o sgft/perf gWMW LOCATED AT END W M 911RE 08"UNDTM Vol 7. Determine required flow rate by multiplying number of perforations by flow per perforation �. �3 x a7y = 5� gpmWW PwRal , .. 8. If laterals are connected to header pipe as shown on upper example,to select minimum required lateral diameter;enter �t table with perforation spacing and number of perforations U,,,,,4W .wawa asrwwrton w ra.o per lateral. Select minimum diameter fqr Perforated lateral= 2" inches. &SC 2." X 9. If perforated lateral system is attached to manifold pipe near 0 V W rw,%W""a ' `f the center,lower diagram,perforated lateral length and number of perforations per lateral will be approximately one half of that in step 8. Using these values,select minimum diameter for perforated lateral = inches. ��"°" 1 • • SII�{��1• Y G. MOUND SLOPE WIDTH &LENGTH Gandslope 1% or more) �s <Rock 1• 7 • . Subtract rock layer width from absorption width `"em�"'" s ro�,ou to obtain minimum downslope width '�' S '' umtnry,L"ar Z7 ft- 16 ft= feet t �.z am Don, an 2. Calculate minimum mound size M%7,dtn a. Determine depth of clean sand fill at Y upslope edge of rock layer: t.lb9 abs W '' ��� sept+l"�' " "°""�''� 1 Separation 3'- 1,!5" ft=! 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 s;o�, MotNpuliars°;v„i„u mul up � CUB at the upslope edge of rock layer; '"'' 'tope ratios sVPe ntlw )'S- ft+ 1ft+ 1ft= 3.s feet c. Enter table with landslope and upsle ratio. 0 3.0 4.0 5.0 6.0 7o e.o 3.0 4.0 5.0 6.0 7.0 op 3.57 1 2.91 3.85 4.76 S." 16.54 7.41 3.09 4.17 5.26 6.38 7.53 Select berm multiplier of d. Multiply berm multiplier by upslope mound 2 2'83 3'70 454 536 6•x4 6.90 3.19 435 556 6 82 eai 3 2 height to find upslope width: .75 q3574.35 5.08 5.79 6.45 3.30 4.54 S.88 7.32 8.864 2.68 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72 3.5- X 3.57= J 3 feet 5 2.61 3.33 4.00 4.62 L.9 5.71 3.53 5.00 6.67 837 10.77 e. Multiply rock layer width by 6 2.54 3.23 3.0 4.41 4.93 5.41 3.66 S2 7.14 938 M07 landslope to determine drop in elevation; i 2.48 ,.,: 3.70 423 4. 5.13 360 5.56 7.69 1034 13.73 �% l_x + 100= a.46 fee sr �a'�'ovU� b� �..;d.E8 2.42 3.3 337 4.5 4.1 4.68 3.95 5.88 8.33 11.51 15.91 f.Add depth of clean sand for slope difference 9 2.36 2.94 3.45 3.90 4.30 4.65 -'I P 4.11 6.25 9.09 13.01 18.92 le)at downslope rock edge,to the mound 10 2.31 2.86 3.33 3.75 4.12 4.N 4.29 6.67 10.00 15.0 2333 -height at the upslope edge of rock layer(2b) 11 L26 2.78 3.23 3.61 3.95 4.26 4.46 7.14 11.11 19.ss no to find the downslope mound height; 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 •Sb ft+0•do ft= 3.40 feet g. Enter table with landslope and downslope ratio. Select downslope multiplier of 5'.'L r- h. Multiply downslope multiplier by downslope mound height to get downslope width: _x 5===feet i. Compare the values of step G.1-- 1-7 and Step G.2h Select the greater of the two values as the UP313 aVVIdth downslope.width:- mg feet j. Total mound width is the sum of J' Up"slope Width , P R gip¢ .Ups1 width upslope(G.2d) width plus rock layer 3 H►id ° ? 'Ups lope �.' width(D-2) �• t.en .potia• � �''�;� ` , plus downslope width(G.2i); ft+=ft+_Z,'0 ft= 43 feet a Downslope warn zo , k. Total mound length is the sum of upslope H Absorption Width z�� width(G.2d)plus rock layer length (D.3) plus upslope width(G.2d); 13" ft+_ft+ 13 ft= 89 feet Total Length_ 89 Final Dimensions: 43-0 X 89.0 f / e a MOUND DESIGN WORKSHEET (For Flows up to 1200 d) �. FLOW EpUluttcd se+�e F1°..e la calleln Va dq too Estimated 75-0 gpd r�rll �"�p �` or measured x 1.5 = gpd. 2 300 225 lap 3640300 300 216 eon 37S 256 .ran in B. SEPTIC TANK LIQUID VOLUMES 6don 9 b o r Tia Two- Soo gallons a 1700 6673 401 m w:iM, owa. Ieoo YaAI e•-% dos` �o•hh 'dun° C. SOILS(refer to site evaluation) SeNk Tank r-s des On 1. Depth to restricting layer= f S inches feet Nmrkaot M�u,.°„6ge1a 6tynta�o�ln.�In � 2. Depth of percolation tests = 2 inches ' rdk 3. TextureS��!k laom ckj�MPercolation rate 5710 mpi 23or i o �'3 0 2M 4. Land slope 3- (o % ,'s 9 2M 30 0 4 D. ROCK LAYER DIMENSIONS Mound LLR 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = Perc Rate LLR '75o gpd x 0.83 sq. ft./gpd = Cp3d sq. ft. <120 MPI :512 2. Determine width of rock layer =0.83 sq. ft./gpd x Linear.Loading Rate (LLR) >120 MPI < 6 0.83 sq. ft/gpd x I z- _ 10 ft _ 3. Length of rock layer=area-1-width= 4 e+r. r: . ��. r• v.trtir S-31) sq. ft.+ co ft. e �c,:t~7:9< , b A i:pbpNQ6'wtrr.:r*. Width -I* ft 6 <120mpi <10' Length 63 ft E. ROCK VOLUME >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock;e3 o sq. ft.x I-os ft._ (o eo.4 cu. ft. 2. Divide cu.ft.by 27 cu.ft./cu. yd. to get cubic yards; (,,eo.g0 cu. ft. +27 cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; 2s.i cu.yd. x•1.4 ton/ 35.3 '10 4-e. F. ABSORPTION WIDTH 1. Percolation rate in tole 12 inches of soil is S o mpi Absorption Width Sla''"76le Texture sr Loaw, - u�r GIS raFtfsa1r .. oa�rw► AWN •-1�. QoM OPIUM Rotadm0.1 CerwSna 610 600 2. Select allowable soil loading rate from table; 0•'a3 �� 10 600 °.ins 19a. is aa° 7.00 d �'S gpd/ft2 dais amu.. ON 1.1 16 to" � in • SIM 3. Calculate absorption width ratio by dividing rock layer "16D Q, °" '" loading rate of 1.20 gpd/fF by allowable boil loading rate; I 91�• 1.20 gpd/ft2 + o•'9r gpd/fe = Z.1-- 4. Multiply absorption width ratio by rock layer width to get required absorption width; 1 0 x z.6-7 ft= z-7 ft. I//_ CITY OF ORONO CALLED IN DATE TI INSPECTION �ji`ISCHEDULED lkeD6 lo.' \ PERMIT NO. \J / COMPLETED ADDRESS (fTil Sr�� �3��( Rcl A) OWNER UQA AN c©e- CONTR. (4 74 qeL TELEPHONE NO. ^V/ DESCRIPTION / eci nl�a✓i l� Xyl s 7iq ( 1. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti 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. y, 21 COMPLAINT v 07 DEMO-FINAL SEPTIC INSTALL.ROCIZ Oej 22 FOLLOW-UP r09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/R MOV OWNERICONTRACTOR TO MEET YOU:_YES NO P'&S S j� o COMMENTS: 1e5 So1'C S- a !C7 X 3 ' J?o c K tic C4 + , 0 15r ' ' 75.,4, 4 /V-e>r4t_ t•� �+ rc W cc eA , o Co (f C_'� n 1 ed-a�r . Q 6A)ave "52PI-7r —)-A^ KS LUW Al 0,.Jn 8 1 0" v-- u 7 p' 7-11-019 a Uj WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE cc W ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN 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 si Inspector. �1f7 1,1 White Copyllnspector's File Canary Copy/Site Notice C. W. L UNSER COMPANY INC. Pere besting&Septic Designs-Boll Borings&SepticEvaluations Control Ag Licensed d Bonded --- - - _ ^ • �•' : ..: '•> ''' Minnesota Pollution ntro envy L cen an 31MME Alexandria Arm St.Cloud Arm -Test Hole #. I Date test hole prepared: 10 - � -o Depth of hole bottoirl:- ►z inches. AAWxwxk%MN sa oe 2753 Le Homam Eftu"�°M'"E cloudUN SM-226 Suft'o Surface Elevation (in reference to benchmark): ct3,�o — _Buslnme a Fax(am)76S4M — eoans:(�)243 z Soil data for test hole: DEPTH (inches) SOIL TEXTURE- _SOIL COLOR i Property Owner: LQe-Av\ Coe Address: I(oo A-i- card cry 0.� gQ,, Rb t_ovc La1c� MN s53SG StQ r+ -so 1 Z'.O l P Jvt C)- 1�- P O project Soil Survey page number. (or attach copy of page.) 1. Soil ma units at ro ect site:k� so: 5��� Comments: A(Ie rc- ono\cs sooy_el,� 2. Percolation range: depth to watertable: / ft., slope: / %. (SEE SOIL SURVEY INDEX). 3. Is this project in shoreland? Yes / �4 (NOTE: Construction within 1000 feet of a lake or 300 feet from a river or stream is considered shoreland. Use scale in Soil Survey map to determine applicability.) 4. If yes, name of water body: Public water classification: 5. Is this project located within a 10 yr. floodplain? (i.e. a river) Yes / No. Ten yr. flood elevation: (IF YES, PLEASE CALL ENVIRONMENTAL SERVICES BEFORE CONTINUING WITH THE DESIGN OF THIS SYSTEM.) Percolation test TIME INTERVAL (minutes) DROP IN WATER LEVEL (inches) PERCOLATION RATE S-1-a r1- -fest- Q to'o t / M ZJ_ _ _ C,C. 9 _ 3� Z 6. SOIL OBSERVATIONS: (A MINIMUM OF ONE OBSERVATION IS REQUIRED. IT MUST BE TO A DEPTH OF EITHER: ys s. 7 FEET; 3 FEET BELOW THE PROPOSED SYSTEM; OR TO WATER OR BEDROCK NOTE: IF THE SOIL OBSERVATION INDICATES A MOUND SYSTEM, THE DESIGN MUST BE BASED ON THE MEASURED PERCOLATION RA i OR THE 3b U. SLOWEST RANGE FROM THE SOIL SURVEY INDEX.) G7S yy, y o i Soil Observation No.: Method used for observation: Exposed pit / and au e / Probe. �5 �.Sa Sd Surface elevation at soil boring (in reference to bench mark): 9`f10 . Depth to mottled soil: zZ ZS o .ti 5 Sl.S DEPTH MUNSELL SOIL COLOR CHART SOIL TEXTURE Water Bedrock Perc Rate: S 1 mpi. (inches) (YIN) (YIN) MUNSELL MUNSELL MOTTLE COLOR HueNalue/Chroma HueNalue/Chroma Test Hole #: I Date test hole prepared: I o -0 5 Depth of hole bottom: 1 z.. inches. S� - Surface Elevation (in reference to benchmark): 93, �o I �- ��- �``wP`��� �°� �'�y ''� %i+ Soil data for test hole: DEPTH Cinches) SOIL TEXTURE SOIL COLOR 61%V-6_ f?ra_v, 13 S;/4- C-IR Loam / (�\a) V�avn JZS� a F(y�P�'it, `1`7' 1�'S \'�J gt Z SY 5/y 2 t 2� orb CIa L o4 Comments: L.SvG,i, Zg-� I � Soil Observation No.: 2 Method used for observation: Exposed pit ( an au / Probe. Percolation test TIME INTERVAL (minutes) DROP IN WATER LEVEL (inches) PERCOLATION RATESurface elevation at soil boring (in reference to bench mark): 9'Y• 10 . Depth to mottled soil: (6, t ' Stir+-E_est l0 0 4 HM DEPTH MUNSELL SOIL COLOR CHART SOIL T>=XTURE Water Bedrock 2`� \•o t S -L 3• (o (inches) (YIN) (YIN) MUNSELL MUNSELL MOTTLE COLOR HtieNalue/Chroma HueNalue/Chroma LJLoam- O Co J� �of calyro Z S 3(7- / C_I I-j9'o lQrS¢-di5}inCl" r INdSPfi�TO APPR VFD AS SCBNtITTED it Itabas Pere Rate' NOT PPROVEI�CORRF.CT&RESC b11T S mpl. ; hese comments for our information. All wer shalt be (NOTE MUST USE PERC RATES WITHIN 10% OF EACH OTHER TO CALCULATE FINAL PERC RATE FOR EACH HOLE.) I is full compliance with all applicable septic and zoning ends - �' Slowest Percolation Rate for all holes shall be used to calculate soil treatment area design. #,� Requirements including items not specifically noted inthis review. KEEP THIS PLAN SET ON SITE AT ALL TIMES Date Evaluator's DesignecLor 11 conducted: { o--7 o F- Name: Clo,4jov, License #: Wx i O Pr pos2� fvz, � Tw m 1500 6a 1. Se c TQ.�k z_s1.►4_-A fie, ��- . ti `i_�i a. Qr r iQIc , o ,�Gi ,�U �i 3 , —R --- � � � ,�. qy• \,� _ lAa,rwfac:k-ureT : Pc-ec4st- S�ste, c Qa�t...;v► Minaes�a� 5�l e: l"= Zo• Per•-�'o�a����pa c:�9-=-------- -- ---- --------.__------ ------ � Q� Q N � s+ i o •F C.keQV, �,.c�sbeyl SQy, �� p?'/� — C L_ ar ►k 3 ------- --_ �e,1o� 13 r.Qc.k \avet alb w,a�-Q,r�als w►vs -- eek �`�e �.ec�e L-- 7000 A�jProx. Z.00' G..+ AoM;Ywiwew 0-'F boo.w o��av�k•. .,r s a:Y. JAS . ra►be at- 2`'b +,xv {r. €k= R7.00 cl4.570.-LZh�*ctnk� � _ -- / s 04-}o vM�o►r_k. E� 90. Lo ( ya +a»�> Pe ram Z=Z5 (..bo'_ G._v+ '�a_..--.�o+t-f w► _ _+a►r�+ -- El= OGoi-y�= l2" 1000 G-1. Dos also Pre-cost S e,*,s E V%Sar'%h c G ra cl�-- Tv,le,� �-n.,er-k E 1= �l•Z.o - --- -- -- — ► a yes 1° V N A roK, (o_�O� LVA_- o–�o�-Fs.•. o-F +at.1G - � off\ \'A�r rr O'o�r_t "SGh '-(0 PvG Pt PT(4v.�s� be �ress�,re� �es�s�,�_ — — ----- 6 �� Dr-ot� Pec lo' o ¢. - OAL, 1 50 bac.K f;l, Over +010 o�F *&V% - as �,s0 �Rss S' - -s� � - P_ T -1 o d e.l:ver a lep s 50_ Com.P.M. c...'1-►n a+ I SA__S Zo_�f-n o 4, o " ��gIC cam` �e.'ti' floeh_fie-�q�9'��2�+--�-`�+ay._e.Q- ot_S-��c.�•t�.A c�uw._�.r�Volvvrva. l° Y ��,, F retiYo 00.00 (Assuwe.d � S2,o F ,, c ' .� 7 4' -Too�''Door _--- ro yo -- _ V (Jcc�+ atior l.w,e /o0_ �Ke4t PropeTfy_t�.nG -Yep Mo vv+�l— Iz- sx;st�n Gcaa¢�E 9�Qi o Sv+•re�-- _owr� ----- ��� Seat E\=g3,10 _--- 3 Pj?4L Ex si VC o 5- (3cd - l=x.St n Day Ca re- r \ _AbSocpf'�o.� �_ � GvTbasc Os�sa1 F-t: \ r St�aSe a ecko< oo- , dam. ` Dx_�e.cCy.n� O \ 6 �o� he� All property lines are 50'+from the proposed septic system per property owner LeeAnn Coe.Howevers+ging' no representation is made by the C.W.Lunser Co., Inc.that this statement is accurate until all property lines are clearly marked by a registered land surveyor.If the septic system is installed without a survey,then ��c, "�$ G� TQ e4 P<cF'ar do' i the property owner will be responsible for any costs of moving the septic system if needed. vie �e E 1 r c All materials and procedures used to install the septic system must comply to the Minnesota Pollution Control Agency Chapter 7080 codes. The proposed septic system has been designed according to the Minnesota Pollution Control Agency Chapter 7080 and with local codes in effect at this time. If the septic design is altered in any way the septic --N�+�_• Ex.�sFl_r sQ .c s_ s+ew+ w,�s-t- be - design will be considered void. ,; S ----�• No warranty of representation is made that the septic system will function indefinitely. Signature:�iCw&s L, Date: /0- '7-o s -------- --- ---- -- Clayton W.Lunser State Cert. i