2005-P09293 - new septic system - Laserfiche WebLink

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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 #: