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2025 MPCA Compliance Inspection Report
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0160 Old Crystal Bay Road North - 33-118-23-43-0006
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2025 MPCA Compliance Inspection Report
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Last modified
3/3/2025 12:27:05 PM
Creation date
3/3/2025 12:26:45 PM
Metadata
Fields
Address
160 Old Crystal Bay Rd N
Date
3/1/2025
PID #
3311823430006
Property Owner
James Redmond
Year of Record
2025
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C. W. L UNSER COMPANY INC. ti <br />Pere testing & Septic Designs -Sop Borings & Septic Evaluations <br />Minnesota Pollution Control Agency Licensed and Bonded— - -- <br />AWwWrta Ana St Cloud At" <br />2753 Le Nommw Dieu Heiahb NE 2233 RooMve t Rd Suits 10 <br />Aiaxwodds MN 3630d Et Cloud MN 56301 <br />Busirms S Fax (320) T63-5M Huskw : (320) 248-2262 <br />Property Owner: Lee- A„ %,. Coe Address: i (,ao N- o16 c,:: gQ,, R6 l.oAc La �. M N SS3 sG <br />1. Soil map unit(s) at project site: kG so: i . Soil Survey page number. % (or attach copy of page.) <br />2. Percolation range: / mpi, depth to watertable: / ft., slope: / %. (SEE SOIL SURVEY INDEX). <br />3. Is this project in shoreland? Yes / < low (NOTE: Construction within 1000 feet of a lake or 300 feet from <br />a river or stream is considered shoreland. Use scale in Soil Survey map to determine applicability.) <br />4. If yes, name of water body: . Public water classification: <br />5. Is this project located within a 10 yr. floodplain? (i.e. a river) Yes / No. Ten yr. flood elevation: <br />(IF YES, PLEASE CALL ENVIRONMENTAL SERVICES BEFORE CONTINUING WITH THE DESIGN OF THIS SYSTEM.) <br />6. SOIL OBSERVATIONS: (A MINIMUM OF ONE OBSERVATION IS REQUIRED. iT MUST BE TO A DEPTH OF EITHER: <br />7 FEET; 3 FEET BELOW THE PROPOSED SYSTEM; OR TO WATER OR BEDROCK NOTE: IF THE SOIL OBSERVATION <br />INDICATES A MOUND SYSTEM, THE DESIGN MUST BE BASED ON THE MEASURED PERCOLATION RATE OR THE <br />SLOWEST RANGE FROM THE SOIL SURVEY INDEX.) <br />Soil Observation No.: / . Method used for observation: Exposed pit / and au e / Probe. <br />Surface elevation at soil boring (in reference to bench mark): 9 y • 10 . Depth to mottled soil: ZZ <br />DEPTH <br />MUNSELL SOIL COLOR CHART <br />SOIL TEXTURE <br />Water <br />Bedrock <br />Cinches) <br />(Y/N) <br />(YIN) <br />MUNSELL <br />MUNSELL <br />MOTTLE <br />COLOR <br />HueNalue/Chroma <br />Hue/Value/Chroma <br />i <br />�12 <br />L 1 <br />Q V- B- ? r a ..+ V. <br />3 <br />/ <br />i I -i- C 142 L <br />SY S /y <br />Z-'o <br />C, I G <br />� • 5 v cif, � �, 8 •�. <br />Soil Observation No.: . Method used for observation: Exposed pit ( au an / Probe. <br />Surface elevation at soil boring (in reference to bench mark): 9 Y • ! a Depth to mottled soil: 8` <br />DEPTH <br />(inches) <br />MUNSELL. SOIL COLOR CHART <br />SOIL TEXTURE <br />Water <br />(YIN) <br />Bedrock <br />(YIN) <br />i <br />MUNSELL <br />COLOR <br />MUNSELL <br />HueNalue/Chroma <br />MOTTLE <br />Hue/ValuelChroma <br />o - <br />{ t� 5v JJ <br />�� �� �'� �° <br />z v 3�z►� <br />S' I f L 10. \ L_ 0 Ir, <br />04� <br />v* Je- �N <br />—two la�y� 6;5"r ct <br />NSPECTO <br />APPR <br />vED AS SL:�l AITTED <br />NOT <br />'Y <br />P'RCWFD-C[►RkPCT A RFSU, ��IT <br />for ur informa!tlo . All *or ahall tm dim <br />It Cali lv r3; I !we win Jul :i'►rawaole Septic and ?t ilag Code. <br />Rcquir"=cuts inchuli»g item tint 4w6ftcally twitxi in 111ia €Vview. <br />KLEP THIS PLAN SET ON SITE AT ALL TIMES <br />
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