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Home My WebLink About2006-P10164 - septic PERMIT CITY OF ORONO Permit Numb r: 2750 Kelley Parkway- PO Box 66 P10164 Crvstal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 8/28/2006 SITE ADDRESS: 4455 Bayside Rd Unit# Maple Plain,MN 55359 PID: 06-117-23-21-0002 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic ermit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: HagbergExc. OWNER WofMinnetonka � 3�Y97 N4crc St- 4455 Bayside Rd priacGfm� /Ll�(/ S.S,37 , Maple Plain,MN 55359 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE RE L IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CIT OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. � '4 I �� APPLICANT PERM EE S[ TURE 1 ED BY SIGNATURG Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Ass�ssing i,(If Septic, 1-Septic) Page 1 �io�� 7-31-D�o . �� CITY OF ORONO SE IC SYSTEM PERNI�I'APPLIC�iTION Box 66 (2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB STTE ADDRESS �i' SS � � �� Occupancy Type: Residential k` Co me��cial Other Pei�mit Type: New or Replacement Syst m $100.00 }� Repair Existing System $ 50.00 (Tanks or Drainfie d) $0.50 State surchai�ge add d to above fees * See fee schedule for non i•esidential permit fees O�me►'s 1�Tame: �c6n'�` T�G�s�/� Phone Number: 1VIlilingAddress: Z2o %��a. l�c�.�, •R..�2 City: (�n�. .'.� Zip: SS33 / Conti�actor's Name: �.- � Phone Numbet•: Mailing Address: )y��S� �N�� s /- City: j��r��'�in Zip: SS37� K** DO NOT Ii�IA�,PAYIVIEI�T]t'ZZ'I�'H i�iS AP��Li��TIa�1*"�" GENERAL INSTKU IONS 1. Applications for septic system permits may be ailed or submitted in person at the City Off'ices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unles the permit card is on the j ob site. 2, Permits will be issued � ' �Iinnesota Pollution Control A�ency(MPCA) Septic I 3. All work must be done: 7�03 2 g(o �(� � >d septic systetn desijn. Design reports are not considered ap �y the "City of Orono Septic System Approval" cover sheet: 4. The following inspectic _ tic systems: A. Pre-installation site inspection to include ins ector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to coverin . For mounds, inspection is required after rou�h up but prior to sand placement (sand � ill be jar tested for silt content), and again durin� pressure distribution pipinj installatio in the rock bed. D. Final inspection to verify proper final cover epths and to verify that all pump stations (where required) components are iunctional nd compiy tivith codes. �. Individual holdin;�IPCAInstallers License s�ha11 ' e present durin�all inspections. :'�2?�-�osa�• notice as repuic�ed foe� ail inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. l. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installin?the followin�: A. Tanks: �_Precast Concrete Other Manufacturer � ��,t '��.�.,. �� l�'�4i1-4.�k Tank Capacities: 1) aoo �al, 2) �o�o ,�a 3) �al B. Pump Station (if required) Pump make& model �w� �� (attach pump curve& literature); system design requires 'Z b gpm at 2o feet of head. High water alarin make & model 2•+ s�ol� �•�c . Outside electrical work to be completed by installer K electrician � other. C. Treatment System: �^��+��, S� Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions ' x ' �C' Drop Boxes Sand bed dimensions ' Y ' Distribution Box Pressure Dist. Pipe Diam. " Manifold Pipe Diam. " 8_ri.. 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, a�rees to do all work in strict accordance with ordinances of the City and the rejulations of the State of Nlinnesota,and certifies that all statements made on this application are complete,true and correct. SignatureofApplicant Date: �-2� -U� NIPCA License No. � ?� -------------------------------------------------------------------------------------------------------------------------- Staff Rev�e�v: Appa-ovafl V Deniai Revie�ver: ,��/�,l�� >_�� D�te• �• o�/� � �easoa� for �e�ia�: � �: , � b.:1� t � , � . , .... ..- . F �� i . .. '�p . . . . . ..::'S � f Onsite Wastewater stem Desi n l� , Y 9► � � � , �� 4455 Baysid Road � I ��If � ` ' ' Orono, Mi esota r ,�� .'_ �� Y�� . ..��". � _ �� #I�� . �� { �� Yv . ,L�� . . . ' q� ��# . �{G�+' �� F h � �� ;��, �� ' � ,a �� Miller Environmental Inc. 11040183�Circle NW; Suite AA I i, Elk River,Minnesota 55330 i Phane#763-633-2222 Fax#763-633-2224 ; I , � i , I , ' PxoNE: 763-633-2222 FnY: 763-633-2224 Miller Environmental Inc. 11040 183rd Circle N.W.,Suite AA•Elk River,MN 55330 � � DESIGN ONSITE WASTEWATE SYSTEM ' 4455 Bayside Ro d City of Orono, Minn sota � May 19, 2006 TABLE OF CONTENTS PAGE# � 1. Le al Descri tion g p ....................................... ...................................... 1 i2. Site Conditions ........................................... ...................................... 1 � 3. Soil Conditions ........................................... ...................................... 1 � 4. Sizing of Treatment System ............................................................... 2 5. Description of Treatment Process ...................................................... 2 � 6. Descri ' ption of Treatment System ............... ...................................... 2 � 7. Limitations ................................................... ....................................... 3 � List of Fi re gu s � 1. Vicinity Site Plan j 2. Onsite Wastewater System Location � List of Appendices � A. Soil Information B. Design Specifications � C. Materials List , � , PxoNE: 763-633-2222 Fn3c: 763-633-2224 Miller Environmental Inc. 11040 183rd Circle N.W.,Suite AA• Elk River,MN 55330 � � May 19, 2006 � Gabriel Jabbour 220 Tonka Bay Road Tonka Bay, Minnesota 55331 � Subject: Onsite Wastewater System (OWS) Design � Le�al Description - 4455 Bayside Road; City of Orono; He epin County � Site Conditions - The property has four bedroom residen e, private well and OWS. The OWS was deemed in non-compliance by others and in need of placement. The proposed OWS site is predominantly vegetated with mowed Kentucky blue gr�ss ith a few trees on an 8-14% slope. � Soil Conditions — The Hennepin County soil survey mappe the proposed drain field area as the Lester Series. The Lester Series is the unofficial Minnesota state s il and is very common in Des Moines Lobe � glacial till deposits of central Minnesota, specifically Wright and Hennepin Counties. A copy of the description for the Lester Series is included i Appendix A. The soil survey indicates the � soils in the Lester Series are very deep, well drained lo y soils formed in glacial till. Three soil observation pits were completed in the area of the propos d drain field area, see Figure 1. The soil profile descriptions closely matched the soil survey descripti n of the Lester Series in the proposed drain � field location (S 1 and S2). Soil observation pits 1 and 2 in the drain field area indicat the site is underlain by high chroma loam and clay loam soils to approximately 6 feet. The parent m terial for the area, high chroma loam soils � with many threads of calcium carbonates (often misidenti ed as low chroma iron reductions), were found to the depth of the borings. Few gray sand coatings o ped faces, calcium carbonates, and reddish iron concretions (referred to as ochres in the geologic cultu ) were observed. These soil features are a � result of the soil parent material not a fluctuating seasonal w ter table. Moving down slope (S3) yielded the observation of a perch d water condition at approximately 2.5 feet � below the surface. It is believed that a higher clay content i the Bt horizon and the increase watershed area moving down slope causes an epi-saturation condition above the C-horizon parent material. This area was avoided with the proposed drain field. � Two ercolation tests were erformed at the locations o Fi P p gure 1. The depth of the tests were , approximately 22 and 24 inches. The results of the tests wer favorable and are found in Appendix A. � 1 ' , The results of the soil analysis and percolation tests indicate that the site can support a standard ' subsurface drain field at the proposed area depicted on Figure 1 and 2. A soil sizing factor of 2.2 square feet per gallon per day has been selected. � Sizin� of Treatment S sy tem — The OWS is designed for a four-bedroom home with a garbage disposal. The estimated daily flow for a four-bedroom home is 600 gallons. Sink and toilet fixtures need to be � monitored closely to ensure proper operation. A leaking facet or toilets can more than double the daily flow to the OWS and cause hydraulic failure. Descrivtion of the Treatment Process— � • Primary Treatment - Sewage is gravity discharged from the house to a septic tank. Natural � biological activities taking place inside of the septic tank will separate solids and suspended particles. Solids are reduced to some extent through this process. • Secondary Treatment— Effluent from the clear zone of the se tic tank flow ' p s to a lift chamber and is filtered prior to discharge. Suspended particles larger than 1/8" are filtered out by the effluent filter. Final Treatment— Effluent is um ed to a new drain fi � � P p eld. As the effluent trickles down into the soil biochemical processes remove harmful viruses and bacteria. Descri tion of Treatment S stem— See fi re and d � � p v ( gu esign sheets for additional detail.) • Septic Tank — 2,000 gallon two compartment Belle Plaine Block and Tile concrete septic tank. � Install septic tank per manufacturer's recommendations. • Lift Tank — 1,000 gallon single compartment Belle Plaine Block and Tile concrete septic tank � (see Appendix B for detail). • Septic/Lift Tank Risers — 24" diameter heavy corrugated PVC pipe. A watertight seal must be � created between top of tank and the each riser. • Septic/Lift Tank Riser Cover — 24" diameter fiberglass cover with gasket. Tank riser covers � should include insulation. Do not bury riser cover. • Pump System — Screened vault effluent pump system to deliver a minimum 20 gallons per � minute with a total head of 20 feet. Install a schedule 40 PVC discharge pipe to pump and extend discharge pipe through riser wall. Install a camlock on the discharge pipe between pump and the riser � for easy disconnect. Drill a 3/16" weep hole at the invert of the 90 degree bend in the discharge pipe to allow drain back. Install all high-pressure fittings. • Drain Field — Excavate the drain field trenches as depicted on Fi re 2. De th of excavation � � P shall be 2 — 2.5 feet on the uphill side and level. Place High Capacity Infiltrator�Gravelless Chambers in the trench bottom connected by gravity drop boxes. The pump will discharge to the first drop box. ' Back fill with native soil and seed for cover. 2 � ' t ' Limitations - Our investigation, layout, design, and re�om endations are based on data submitted. If conditions considerably different from those described i this report are encountered, we must be � notified. If proposed construction is changed, we must be otified to evaluate the effect of the changes on the wastewater system. Any changes to the design mu t be approved by the designer and will be assessed additional design costs. If changes are made to the design without the knowledge and approval � of the designer the design shall be void. All construct on is to be in accordance with the ISTS regulations. Pipe type and size, installation requirem nts, septic tank construction, and other specifications not depicted in our report are to conform to I TS regulations. The installer of the system � is to be licensed by the Minnesota Pollution Control Agenc I certify that this plan, document or report was prepared by e or under my direct supervision and that I � am a duly licensed Professional Soil Scientist under the 1 s of the State of Minnesota. If you have questions, please feel free to call. � Since�ly, , I � / �= � � �. � � � �� ' .. Peter G. Miller, P.S��.S. � Designer I MPCA Certification #2262 � � � � � � ' � � , 3 � i � i i i � i i i � i � i � DEEP GULLY � I � Existing 4 bdr Home � � I � I ( ❑ Garage � Proposed Drain � I Field Area � • I � I S3 � Existing Septic Tanks j � �2 � I �� to be abondoned I __ _ � � , ` �S2 �S1 I -- -�- Existing Drain Field � 10-14% to be abondoned I Slopes I I j I j I j I j I j j DRAIN GE SWALE � I j I j � 0 = DEEP WELL � � � � -� = SOIL PIT (S) & PERC T ST (P) � � � � ! � � � I PARCEL SIZE N 10 ACRES � � � I L.._.._.._.._.._.._.._.._.._.._.._.. .._.._.._.._.._.._.._.._.._.._I , . The Ioeatlon of exfattng and propoaed Improvementa ehown hereln ` d the well ond/or draln fleld Ixatlons ataked at the alte are t the result of a property survey. Improvement locattona are I proxtmate. It ie the prop owner'a reaponefbility to define property ndorlee ond enaure all onalte Improvemente are located wlthfn the platted atte ond out oi Inapproprlote eoaementa. All separatlon dletoncea are to be verlfled prfor to excavatlon. �u c• �,_ �pp, SHEET N0. ��tillerEm-ironmentallnc. 44rj5 Bayside ROQC�, ❑Y'OYlO, Minnesota � a„9,oe ,,oa,�os, 2 , Proposed Drain Field 1,092 square feet 364 lineal feet (LF) of Infiltrator Gravelless Chambers Trench #1 — 50 LF; Bottom at 92.9 Trench #2 — 88 LF; Bottom at 91.95 Trench #3 — 92 LF; Bottom at 91.0 Trench #4 — 94 LF; Bottom at 89.8 Trench #5 — 40 LF; Bottom at 88.9 4 B.M. Top of ---- ' 3.55 Well = 100.0 4 inch SCH 40 PVC sewer line � 1 x .18 ��6 2 inch supply line .4 5 0 X9 3 Z8965 2,000 gallon two compartment � �3 Belle Plaine Block Septic Tank with � �5 PVC riser and bolt down lids 1,000 gallon Belle Piain Block tank with OSI sc eend vault pump system; P � drop box (typ.) risers with bolt down li s; external splice box � , � � i � � scuF: r_ so� sH�r No. ��1illerEm�ironmentallnc. 44�j5 Bp��/SIC�e ROQC�, ❑Y`OYlO, MIYlY1250t0� � 5"°'0� ,a�'�' 2 � , � i 1 1 1 � Appendi A � SOIL INFO TION � � � I � l 1 1 r � � � a■� �s �r �e r r rr � � r � � s � � � � r � Soil Profile Description Date Completed: 4/5/2006 Test Pit # 1 Completed By: Peter G. Miller, P.S.S. License No. 42636 Equipment: Backhoe Project: 4455 Bayside Limiting Layer Depth: >72" Landscape Position: Shoulder 6-8% slope Vegetation: Grass Mapped Soil Type: Lester Parent Material: Des Moines Lobe Glacial Till Elevation: 89.6 END OF HORIZON MATRIX STRUCTURE- REDOXIMORPHIC (INCHES) COLOR TEXTURE CONSISTENCE FEATURES OTHER Horizon 8 lOYR 2/1 Loam weak,fine granular;friable many,medium and fine roots A 15 lOYR 3/2 Clay Loam �'eak,medium subangular blocky; friable Many,fine roots E 30 2.SY 5/4 L°am/Clay moderate,medium subangular Loam blocky; friable few,medium roots Bt Violent efferevesence from white Massive parting to weak,coarse CAC03 deposits; few,fine 72 2.SY 5/4 Loam prominent 2.SYR Fe Ochres; Few, C subangular blocky; friable-dry Fine lOYR 5/6 Relict concentrations Soil Profile Description Date Completed: 4/5/2006 Test Pit # 2 Completed By: Peter G. Miller, P.S.S. License No. 42636 Equipment: Backhoe Project: 4455 Bayside Limiting Layer Depth: >72" Landscape Position: Side slope 10-14% slope Vegetation: Grass Mapped Soil Type: Lester Parent Material: Des Moines Lobe Glacial Till Elevation: 94.05 END OF HORIZON MATRIX STRUCTURE- REDOXIMORPHIC (INCHES) COLOR TEXTURE CONSISTENCE FEATURES OTHER Horizon 9 lOYR 2/1 Loam weak, fine granular;friable many,medium and fine roots A 14 lOYR 3/2 Loam �'�'eak,medium subangular blocky; friable Many, fine roots E 21 2.SY 5/4 Loam/Clay moderate,medium subangular L,oam block ; friable few,medium roots Bt weak, medium subangular blocky; few,medium roots;Violent 31 2.SY 5/4 Loam friable efferevesence from white/light BC ra CAC03 de osits Violent efferevesence from white Massive parting to weak,coarse CAC03 deposits; few, fine 72 2.SY 5/4 Loam prominent 2.SYR Fe Ochres; Few, C subangular blocky; friable-dry Fine lOYR 5/6 Relict concentrations � � � � � � � � � � r � � � � � � � � � rr � � �r �■�r r � �r r � �r r w� � � � � � Soil Profile Description Date Completed: 4/5/2006 Test Pit # 3 Completed By: Peter G. Miller, P.S.S. License No. 42636 Equipment: Backhoe Project: 4455 Bayside Limiting Layer Depth: 30"-34" perched Landscape Position: Foot Slope 12-18% Foot Slope Vegetation: Grass Mapped Soil Type: Lester Parent Material: Des Moines Lobe Glacial Till Elevation: 86.6 END OF HORIZON MATRIX STRUCTURE- REDOXIMORPHIC (INCHES) COLOR TEXTURE CONSISTENCE FEATURES OTHER Horizon 9 lOYR 2/1 Loam weak,fine granular; friable many,medium and fine roots A 18 lOYR 3/2 Cla Loam �'eak,medium subangular blocky; y friable Many, fine roots E 34 lOYR 4/4 Clay Loam moderate,medium subangular Marry,Fine Distinct lOYR few,medium roots; higher ctay Bt b(ocky; friable 6/2 and lOYR 5/6 at 30" content Violent efferevesence from white Massive parting to weak,coarse CAC03 deposits; few, fine 72 2.SY 5/4 Loam prominent 2.SYR Fe Ochres; Few, C subangular blocky; friable-dry Fine lOYR 5/6 Relict concentrations ............ .........., ,r...,.. .1..�...., ...i.,u�i..i� �vi�vo CZI�'G 1 U1 J ' LOCATION LESTER MN+IA Established Series , Rev. AGG-TCJ-KDS OS/2001 � LESTER SERIES � The Lester series consists of very deep, well drained soils that formed in calcareous loamy glacial till on t till plains and moraines. These soils have moderate permeability. Their slopes range from 5 to 70 percent. Mean annual precipitation is about 28 inches. Mean annual temperature is about 47 degrees F. TAXONOMIC CLASS: Fine-loamy, mixed, superactive, mesic Mollic Ha ludalfs � P TYPICAL PEDON: Lester loam with a convex slope of about 9 percent on a ground moraine in a � cultivated field. (Colors are for moist soil unless otherwise noted.) Ap--O to 7 inches; very dark grayish brown (lOYR 3/2) loam, grayish brown (l 0YR 5/2) dry; moderate � fine subangular blocky structure; friable; many fine roots; about 3 percent gravel; slightly acid; abrupt smooth boundary. (6 to 10 inches thick) Btl--7 to 21 inches; brown (lOYR 4/3) clay loam; moderate medium suban ular block structure• f � g Y , 1�; many very fine roots; common very dark grayish brown (1 OYR 3/2) clay films on faces of peds and few very dark gray (lOYR 3/1) organic coats on faces ofpeds; about 2 percent gravel; slightly acid; clear , smooth boundary. Bt2--21 to 38 inches; dark yellowish brown (lOYR 4/4) clay loam; moderate medium subangular blocky ` structure; friable; common fine roots; common dark grayish brown (lOYR 4/2) clay films on faces of peds and few very dark brown (lOYR 2/2) organic coats on faces of peds; about 3 percent gravel; slightly acid; gradual smooth boundary. (Combined Bt horizon is 10 to 40 inches.) � Bk1--38 to 50 inches; yellowish brown (lOYR 5/4) loam; weak medium subangular blocky structure; friable; few fine roots; common very pale brown (lOYR 8/2) carbonate threads; about 2 percent gravel; ` violently effervescent; slightly alkaline; clear wavy boundary. Bk2--50 to 60 inches; yellowish brown (l 0YR 5/4) loam; weak medium subangular blocky structure; � friable; common fine distinct yellowish brown (l 0YR 5/6) relict Fe concentrations; common very pale brown (lOYR 8/2) carbonate threads; about 2 percent gravel; violently effervescent; slightly alkaline; clear wavy boundary. � C--60 to 80 inches; yellowish brown (l 0YR 5/4) loam; ; massive; friable; common medium distinct yellowish brown (lOYR 5/6) relict Fe concentrations and few fine distinct light brownish gray (lOYR � 6/2) relict Fe depletions; about 1 percent gravel; strongly effervescent; slightly alkaline. TYPE LOCATION: Wright County, Minnesota; about 3 miles west of Otsego, 1460 feet south and 200 i feet west of the northeast corner of Sec. 15, T.121 N., R.24 W.; USGS Big Lake quadrangle; lat. 45 degrees 17 minutes 29 seconds N.; long. 93 degrees 41 minutes 3 seconds W., NAD27 � http://ortho.ftw.nres.usda.gov/cgi-bin/osd/osdname.cgi?-P 5/19/2006 � - ---- ------ - -----r--�-- ...._.., . _._. .........., i a��. � vi .� � RANGE IN CHARACTERISTICS: Depth to free carbon tes ranges from 20 to 54 inches. Rock ' fragments of mixed lithology comprise 1 to 8 percent of the volume of the control section. The A or Ap horizons have hue of lOYR, value of 2 or 3, a d chroma of 1 or 2. The E horizon where � present, has value of 3 to 5, and chroma of 1 to 3. The A an E horizons are loam or clay loam, but sandy loam, fine sandy loam, or silt loam is within the rang . They range from moderately acid to neutral. ' The Bt horizon has hue of lOYR or 2.SY, value of 4 or 5, a d chroma of 3 or 4. It is clay loam or loam and has 24 to 35 percent clay and 30 to 45 percent sand. Th B/A clay ratios range from 1.2 to 1.4. It is � strongly acid to slightly acid in the upper part and moderate y acid to neutral in the lower part. A Bw horizon is sometimes present below the Bt. � The Bk horizon has hue of lOYR or 2.SYR, value of 4 or 5, nd chroma of 3 to 6. The Bk horizon is loam or clay loam. It is slightly alkaline or moderately alkal ne. Relict redoximorphic features are present in some pedons. � The C horizon has hue of 2.SY or lOYR, value of 4 to 6, an chroma of 3 to 6. It is loam or clay loam. It is slightly alkaline or moderately alkaline. Relict redoximo hic features are present in some pedons. � COMPETING SERIES: These are the A_�us, Argyle, Bal 'more, Bassett, Bloomin�, Caleb, Dowa iac, Dunbnd�e, Gara, Koronis, Lauramie, Lon lois, dick, Mohawk, Neda, Newcomer, Oneco, � Orwood, Racine, Razort, Sebbo, Taoni, Waucoma, and Wi eshiek soils in the same family. Angus and Sebbo soil have saturation in the lower third of the series co trol section. Argyle, Baltimore, and Oneco soils have B horizons with 7.SYR or redder hue. Bassett soil are very strongly acid to moderately acid , in the upper part of the Bt horizon. Blooming and Racine soi s have 15 to 35 percent sand in the upper part of the particle-size control section. Caleb soils have so e subhorizons that have more than 45 percent in the lower part of the control section. Dowagiac an Koronis soils have less than 24 percent � clay in the lower one third of the particle-size control sectio . Dunbridge, Waucoma, Newcomer and Winneshiek soils have sola terminated by bedrock at depths bove 60 inches. Gara soils average less than 2 percent rock fragments in the control section. Longloi , Lydic, and Neda soils have more than 8 ' percent rock fragments in some subhorizon of the control se tion. Lauramie soils have more than 45 percent sand in some subhorizon in the middle part of the co trol section. Mohawk soils have a higher content of silt and have dark colors in the B horizon which a parently are inherited from dark shale. � Orwood soils have no rock fragments in the particle-size con rol section. Razort soils have less than 30 percent sand in the control section. ' GEOGRAPHIC SETTING: These soils have convex slope on moraines and till plains. Slope gradients range from 5 to 70 percent. They formed in calcare us, loamy glacial till of late Wisconsinan Age. Mean annual temperature ranges from 45 degrees to 52 egrees F. Mean annual precipitation 1 ranges from 25 to 33 inches. Frost free days range from 125 165. Elevations range from 700 to 1600 feet. , GEOGRAPffiCALLY ASSOCIATED SOILS: These incl de the Cordova, Dundas, Glencoe, Hamel, Houghton, Klossner, Le Sueur, Muske�o, and Nessel soils. P orly drained Cordova and somewhat poorly and poorly drained Dundas soils are on flats and uppe drainageways with a high seasonal water ' table. Very poorly drained Glencoe, Houghton, Klossner, and Muskego soils are mostly in depressions. Poorly drained Hamel soils are on foot and toe slopes. Moder tely well drained Le Sueur and Nessel soils are on slightly elevated flats and gently convex slopes. � � � , http://ortho.ftw.nres.usda.gov/cgi-bin/osd/osdname.cgi?- 5/19/2006 � �_____.._ ...._..,., .,.,.,.,..t,...,.. ....�,.,....,.. .�......� i a�c � vi � � DRAINAGE AND PERMEABILITY: Well drained. Permeability is moderate. Runoff is medium to high. , USE AND VEGETATION: Mostly cropped to corn and soybeans. Some is in pasture and forest. Native vegetation is savanna. , DISTRIBUTION AND EXTENT: South-central and east-central Minnesota and northeastern Iowa. Extensive. , MLRA OFFICE RESPONSIBLE: St. Paul, Minnesota SERIES ESTABLISHED: Dakota County, Minnesota, 1945. � REMARKS: Diagnostic horizons and featured recognized in this pedon are: mollic subgroup - the zone ! from the surface to 7 inches (Ap horizon); argillic horizon - the zone from 7 to 38 inches (Bt horizons). Type location moved from Waseca County, Mn. to Wright County, Mn., 11/96 to better exemplify the series concept within the MLRA. Slopes of 1 to 5 percent that were previously correlated as Lester may , be included with the Angus series in the future. National Cooperative Soil Survey � U.S.A. i t t I � r � � � t http://ortho.ftw.nres.usda.gov/cgi-bin/osd/osdname.cgi?-P 5/19/2006 , , JOB#5054 • � • � . , � Company Name Miller Environmental,Inc. License Number 2262 Percolation Test Performed by Peter Miller � Homeowner Name Gabbriel Jabbour � Address 4455 Ba side Road,Orono Test Hole# 1 Diameter of hole 8 i ches , Location Drain Field Method of scratching sidewall Knife � Depth at bottom of hole 22 inches epth of gravel at bottom 2 inches Date presoak started 4/7/2006 arting at 11:00 AM � Depth of initial water filling 16 inches above hole bottom � Method used to maintain 12"of water depth in hole for 4 hours anual Re Fill Date presoak ended 4/8/2006 ding at 11:00 AM , Date perc readings conducted 4/8/2006 arting at 11:23 AM Maximum depth above hole bottom during test 10 i ches , Surface elevation(in reference to benchmark): 93.8 f t � Elapsed Time Drop in Water Percolation Rate 10X Goa! # (min) Tlme Interva/(m!n) Level(/nches) (mpl) Dllference Reached' 1 20 20 9.50 2.1 NA Nq � ; 2 40 20 3.00 6.7 216.7 NO � 3 80 �� 20 '� 2.83 "�� 7.8 � 14.1 NO ! 4 80 20 2.00 10.0 31.5 NO 1 � 5 100 �'' 20 �� 2.00 10.0 0.0 YES ' 6 120 20 2.00 10.0 0 0 YES I � � OA I OA 0 ' 8 � 0.0 0.0 0 ' *3 consecutive percolation rates must be within 10%or less of each oth r � � , � Page t of 1 , JOB#5054 � • � • � • • Company Name Miller Environmental,Inc. License Number 2262 � Percolation Test Performed by Peter Miller Homeowner Name Gabbriel Jabbour � Address 4455 Bayside Road,Orono , Test Hole# 2 Diameter of hole 8 inches Location Drain Field , Method of scratching sidewall Knife Depth at bottom of hole 24 inches Depth of gravel at bottom 2 inches � Date presoak started 4/7/2006 Starting at 11:00 AM � Depth of initial water filling 16 inches above hole bottom Method used to maintain 12"of water depth in hole for 4 hours Manual Re Fill � Date presoak ended 4/8/2006 Ending at 11:00 AM Date perc readings conducted 4/8/2006 Starting at 11:26 AM � Maximum depth above hole bottom during test 10 inches Surface elevation(in reference to benchmark): 91.3 feet , Efapsed Time Drop in Wate� Pe�colation Rate 10%Goal � � # (min) Tlme Interval(m!n) Level(lnches) (mp1) %Dlfference Reached' � 1 20 20 3.88 5.2 NA Nq , 2 40 20 2.88 6.9 34.7 NO � 3 BO 20 3.00 8.7 4.0 YES 4 80 20 2.88 6.9 4.2 YES � 5 100 20 2.75 7.3 4.7 YES ' 6 � 0.0 0.0 0 � � 0.0 0.0 0 $ 0 0.0 0.0 0 , `3 consecutive percolation rates must be within 10%or less of each other � � , � Page 1 of 1 ' ' � � , f � Appendi B , DESI GN SPECIF CATIONS i 1 1 � 1 � 1 1 ! i 1 1 � Trench and Bed Worksheet , 1. AVERAGE DESIGN FLOW A. Estimated 600 gpd (see figure A-1) � or measured x 1.5(safety factor) = 0 gpd B. Septic tank capacity 2000 gallons s ima e ewage ows m � Number of Bedrooms Class I Class II Class III Class IV 2 300 225 180 60%of � 3 450 300 218 the 4 600 375 256 values 5 750 450 294 in the � 6 900 525 332 Class I, 7 1050 600 370 II or II 8 1200 675 408 columns , 2. SOILS(Site evaluation data) C. Depth to restricting layer= �feet � D. Maximum depth of s stem Item C-3 ft= 3 feet E. Texture Loam/Cla Loam Percolation ra e 10 mpi F. SSF 2.2 ft2/gpd(see figure D-15) G. %Land slope 12 % � D-15 Soil Characterisitcs&SSF C•1 Septic T nk Capaci in Gallons Perc Rate Soil Tecture SSF Number of Minimum Capacity with Capacity with , mpi sq ft/ d Bedrooms Capaci Garb. Disp. Disp.and Lift <0.1 * Coarse sand 0.83 2 or less 750 1125 1500 0.1-5 Medium sand 0.83 3 or 4 1000 1500 2000 � Loamy sand 5 or 6 1500 2250 3000 0.1-5** Fine sand 1.67 7,8 or 9 2000 3000 4000 6- 15 Sandy loam 1.27 �6-3� Loam 1,67 D-4: Soi)Characteristic+and Soil}�z�nx ' F clors($SF)fur Gravelle+c Pipe 31 -45 Silt loam,silt 2.00 - -- --- — -- �xhz� .„irn rate hneel le�l 46-60 Clay loam, 2.2p -�,,,�,�,.�,,��,, u��•��„ �;�n�,,,da,. sand C�8 � �r•� than 0 7'T �iwrse 4�nd j Y Y � 1 tn 5 ' �1ocUum 4ttid {---p 2t,— � Of SI�h�C�8v Lctinrv tiand `J J l 1 tc�5 Rnc Sand" 1l A 61 - 120**' Cla ,sand 4.20 � '<<!;,, `"""'` '"°„ ( °"` Y Y �[„�„ n;n 3 In45 S�It Loain 1167 or silty clay �,,, � a i�,r� na�t.�„�„�ci� n�a >120+:+. y�itiy�r9i. � ��x,�E in�n�r,• a�, � 'No trench>25%of total system � ��a�� Slllv Qay ---- -----1---== -- .____ ' **Soil with>50%f n@$and Pa�IC�@$ 'tiiil tcvrc�i>e fa��va}�,e ln.itmmt � xx* Use s 'c�iu fcx i.�Frdlv F��ti�nn�t�le ci�ls. A mound must be used ��k.�n.j ��so'.'��x nuxc iinc k�nd��a��inc s.�nd. .`•�cil iti th tcx,figh a�xrcmtaKe K clat'fcr *"*'An other or performance s stem 11,5��, �+��,�Y��dard ingnxu�d svstan. ' � � Page 1 of 2 � 3. TRENCH OR BED BOTTOM AREA , H. For trenches with 6 inches of rock below the pipe: A x F= gpd x fUgpd = ftz � I. For trenches with 12 inches of rock below the pipe: A x F x 0.8= 600 gpd x 2.2 ftlgpd x 0.8 = 1056.0 ft2 ` J. For trenches with 18 inches of rock below the pipe: A x F x 0.66= gpd x fUgpd x 0.66= ft2 � K. For trenches with 24 inches of rock below the pipe: A x F x 0.6= gpd x fUgpd x 0.6= ft2 ' L. For gravity beds with 6 or 12 inches of rock below the pipe; 1.5xAxF= 1.5x gpdx fUgpd = ft2 � M. For pressure beds with 6 or 12 inches of rock below the pipe; A x F= gpd x ff/gpd = ft2 4. DISTRIBUTION (Check all that apply) � Bed(<6%slope) X Drop Boxes(any slope) Rock X Trenches Distribution Box(<3%) X Chamber Pressure Gravity Gravelless , 5. SYSTEM WIDTH,LENGTH AND VOLUME M. Select width= ft N. If using rock,divide bottom area b width:(H, I,J or K)divided by P=lineal feet ft2 � ft = lineal feet ! Rock depth below distribution pipe plus 0.5 foot times bottom area: (Rock depth+0.5 foot x Area H, I,J, K, L) � ft+0.5 ft)x �� ft2 = ft3 , Volume in cubic yards=volume in cubic feet divided by 27 / 27= yd3 Weight of rock in tons=cubic yards times 1.4 � x 1.4= tons 0. If using 10"Gravelless Pipe,length=Flow(A)x Gravelless SSF(see figure D-9) ' gpd x � ft/gpd = lineal feet P. If using a Chamber H, I,J,K[based on height of chamber slats divided by width of chamber in ft) � 1056.0 ft2 / 3.0 ft = 352.0 lineal feet 7. LAWN AREA � ' Q. Select trench spacing,center to center= 6 feet R. Multiply trench spacing by lineal feet R x Q=sq.ft.of lawn area 6 x 352.0 = 2112 ft2 , , � ' Page 2 of 2 ' , PUMP SELECTION PROCEDU E ' 1. Determine pump capacity: A. Gravity Distribution 1. Minimum required discharge is 10 gpm ' 2. Maximum suggested discharge is 45 gpm For other establishments at least 10%greater than the water supply rate,but no faster than the rate at which effluent will flow , out of the distribution device B. Pressure Distribution-see pressure design worksheet soii r;E�t�.,e�,f Sysren, & point of discharge ' Selected Pump Capacity: 20 gpm ��1�i ��pe �•�� ngtr� f ir�let � ?A., elevotlon' � 2. Determine head re uirements: �� ""�'� a�ffe�ence) q �'��Je ;' �E i A. Elevation difference between pump and point of discharge. j I 10 feet ' " � ---- �_..._:..'�`:��Ey -. . _ .�..--- , B. Special head requirement?(See Figure-Special Head Requirements) ��feet Special Head Requirements � Gravity Distribution Oft C. Friction loss Pressure Distribution 5ft 1. Select pipe diameter C�in � � 2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1) Read friction loss in feet er 100 feet from Figure E-9 E•9 Friction Loss in Plastic Pipe Friction loss= 0.73 ft/100 ft of pipe I per 100 ft , nominal 3. Determine total pipe length from pump discharge to soil system discharg point. Flow Rate i e diameter Estimate by adding 25 percent to pipe length for fitting loss. gpm 1.5" 2.0" 3" Equivalent pipe length times 1.25=total pipe length 20 2.47 0.73 0.11 ,, 125 ft x 1.25= 156.25 feet 25 3.73 1.11 0.16 30 5.23 1.55 0.23 , 4. Calculate total friction loss by multiplying friction loss(C2) 35 6.96 2.06 0.3 by the equivalent pipe length(C3)and divide by 100. 40 8.91 2.64 0.39 FL= 0.73 ft/100ft X 156.25 ft / 100= 1.1 feet 45 11.07 3.28 0.48 1 50 13.46 3.99 0.58 D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.7 head requirements(B),and total friction loss(C4). 60 5.6 0.82 ' 10 ft + 0 ft + 1.1 ft 65 6.48 0.95 70 7.44 1.09 Total Head: 11.1 feet ' 3. Pump Selection 1.A pump must be selected to deliver at least 20 gpm(1A or B) , with at least 11.1 feet of total head(2D). � I , I Page 1 of 1 , ' Beile Plaine Block&Tile , 1,000 Gallon Dosing Tank , o�rco sy�r�aM., s�vre�s� �nw� , t7ecniou�condun ro Po.sr scwce F'�Go�lreted Lid riM E�� Oecbical Condu'rf To Fxtamd Spics dar St' SYeel Boltr � 24' Dia. Riser/Lid as�►nrlonox a�sa,o,ye,�,�wy w/ Etectricd Conduit m control Pa�el Dischorge to Droin Fleld i ��p p��,;G,�„„Ka) � (eond to rank oeoptsr.ia� �ec�oimraMed adhesirs or omt into tank rorer) ?'Rubber Crorrune!NataYed Mi l3aer �� ' Igh Level AlnrM CY) � �� •�--0n/�f f CB) #�1 � ,� 23 Gallons Per Inch o , � :. t,,.�� • a:J BbTub�fifer CaGitlge Gmao 5�6n�O��nt R�o , �Bintu6e�Pump NwA!PN/S7—IB/9 i e iew � 104' Top View , � �;: , ; � ,- Discharge to Drai Id ' p��n��Pe� — r�� r�. Afn. Y4'Dio.Tonk Openirg � ' 104' � � ' � ' , � ' � i Appendi C ' MATE RIAL LIST � � , � � r � � � i � � ' Partial Materials ist ' This materials list is not complete for the entire project but is useful jo planning purposes. (1) 2,000 Gallon Belle Plaine Block and Tile Two Co partment Watertight SepticTank � (1) 1,000 Gallon Belle Plaine Block and Tile Single C artment Waterti ht Se tic Tank with p g p Orenco Systems Inc. Simplex Pump package , 12 lineal f " O eet - 24 Diameter Heavy Duty Corrogated P C Riser � (4) 24" Diameter Bolt Down Riser Lid � (364) Lineal Feet Infiltrator Chamber (100) Feet of 4" Schedule 40 PVC Sewer Pipe ' „ I (120) Feet of 2 Schedule 40 PVC Pipe � � (5) Drop Boxes � i i 1 � 1 1 1 1 i 1 � �� 1 �I � �pTE TIME " � , CITY OF ORONO CALLED IN '6 � INSPECTION T� SCHEDULED - PERMIT NO. COMPLETED � ADDRESS OWN ER CONTR. TELEPHONE N0. ' b lD - � �I � � DESCRIPTION � I �. � �� 01 FOOTING 11 MECHANICAL RI � -�p �8 EX AV/GRADING/FILLWG Q 02 FRAMING 13 MECHANICAL FINALJ �� 9 LA ESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPIACE �4 TR �REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 1I7 SIT INSPECTION Q 05 FINAL 14 SEWER HOOK-UP a6 PR GRESS � 07 DEMO-SITE 27 SEPTIC MAINT. � �1 CO PLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. �� 2�2 FO OW-UP = 09 PLUMBING RI 23 SEPTIC FINAL Q ( I 3�6 HA p COVER REMOVAL J 10 PLUMBING FINAL �c /�FD ATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO J P�I�' I ` I � COMMENTS: �� ''� � » �A� K �:t"l, 5�4., CI a /'e/�Vdd Co��e c�fv r CI� 5� TC�I SG � �� - ._ � �, ,� �� '� '' 1 �1 S 7 ��- � � �'- �� . J �rv� t�' F � Q �o � i �es U�J�-7- ��u,�-t I - ��.�,�� j CvP c,� ai�C 5 S.�f2 [ !�I 4' I � ��07 � (��— pJ oi /1�i✓'P S� /P /:it/�.2 � � � ' � ��C�`T o� :Zr ,'1�-i��-a �' � r d W� �ORK SATiSFACTORY:PROCEED �PROJECT ICOM ETE W ❑CORRECT WORK&PROCEED rl ISSUE CEF�TIFIC TE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION _J TEM RARY V BEFORECOVERING _�pER ANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN I ❑STOP ORDER POSTED.CALL INSPECTOR ��CITATION li SUE ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95 � 249-46QQ OwnerlContractor on site: Inspector. � r-�� _ White Copyllnspector's File Canary Copi�ISite otice 1 I SEPTIC SYSTEM INVENTORY Site Address: 4455 Bayside Rd PID 06-117-23-21-0002 Owner Name: Georgette & Gabriel Jabbour Owner Address: 4455 Bayside Rd Maple Plain MN 55359- BuildingTvpe: residence Installer: Hagberg �`,oP ;�u� Date of Permit: 9-1-06 System Type: mound BR's Designed for 4 In Musa?: No Shoreland?: SEPTIC TANKS: Material: precast concrete Capacity: 2000 gls split, 1000 lift Tank Filter: DRAINFIELD: Treatment Area: 1095 Soil Boring: yes DF Ht above Wt: 3 WELL DATA Setbacks -Well Tanks: 75 plus Well DF: 50 Report In File: Depth: 181 INSPECTION RECORDS PUMPOUT RECORDS Date Notes Date GallonsOfLiquid 9/1/2006 new system install I 10/26/2016 2500 6/16/2003 no surfacing,need cover on first trench 10/24/2015 2500 6/4/2001 code system, no surfacing 10/2/2013 0 11/12/1999 no surfacing 11/23/2010 1500 7/28/1997 slight surfacing 7/21/2008 2750 8/12/1993 no surfacing 9/1/2006 6/27/1991 no surfacing 9/6/2000 1600 8/26/1988 no surfacing 7/30/1998 1200 9/16/1986 no surfacing 12/5/1997 1200 8/8/1983 added 475 SF of DF, three new lines 8/10/1995 1200 6/27/1983 surfacing at tree in horse area 7/7/1993 1200 11/22/1982 no surfacing 8/1/1990 1200 1/1/1989 1500 8/18/1985 1000 7/15/1985 SCANNED • Criambers Trench #1 - 6(o LF; Trench #2 - -iei ,LF; Trench #3 - LF; Trench #4 - -'1c :LF; Trench #5 - LF; _ B.M. Top o` Well = 100.0 4 inch SCH 40 PVC sewer line 2 inch supply line • .- N 2,000 gallon two compartment Belle Plaine 1,000 gallon Belle Plaine drop box (typ.) ' 4455 V Q y s i•J e R o Q l✓ i 'J f o n t J