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HomeMy WebLinkAbout06.16.2022 Septic DesignSeptic System Design Plan Reviewer Notes (This page must remained attached to the Septic System Design or Inspection Record until the Final Inspection is completed and a Certificate of Compliance is issued.) - - - - - - - - - - - - - - - - - - MNSPECT, LLC 235 First Street West Waconia, MN 55387-1302 Phone: 952-442-7520 Site Address: 2640 Watertown Road APPROVED Designer: Rusty Olson's - soil and Percolation Testing Plan Reviewed on: 6/15/2022 Permit #SE22-000007 DNot Approved. Designer must correct the deficiencies or code items listed below: a El Ok to Install as designed. Approval: Ok to Install as designed with the following "Exceptions: Approval: "Design Exceptions must be addressed by the Designer and the Design updated or an As Built Drawing needs to be completed by the Designer addressing the exceptions listed above and submitted to MNSPECT, LLC before a Certificate of Compliance will be issued. Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License # 810 11481 Riverview Rd. NE, Hanover, MN 55341 (763) 498-8779 Cell (612) 296-7715 August 17, 2021 Custom One Homes LLC. 2640 Watertown Road Orono, Hennepin County This on-site Sewage Treatment System is designed for a Type Ifve-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. There is no future septic site on this lot. The periodically saturated soils were located at 14-16 inches (mottled soil). Due to the periodically saturated soils, a pressurized mound system with 6 inches of rock will need to be installed to treat the septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. This system is designed with 6 inches of rock. A lift immo will be needed in the lowest level. The maximum cover over the tanks is four feet. All neighboring wells are greater than 100' from proposed treatment areas. The existing septic tanks must be abandoned. New septic tanks need to be installed that meets 2250 -gallon septic tank capacity. All new tanks need to be insulated if there is less than two feet of cover over the top of the tanks. Clean outs must be installed on the end of the laterals for maintenance. A 1250 -gallon low profile pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices; this is in case of a pump failure. A flow measurement device must be installed. Including but not limited to a water meter, event counter, running time clocks or electronically controlled dosing. 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 water and toilet tissue should be disposed of into the septic tanks. Iron filters and water treatment systems cannot go into the septic system. Garbage disposals are not recommended. Additives must not be used they may cause harmful damage to your septic system. It is recommended that you pump the septic tanks every two years. Sincerely, Joseph J. Olson I ` IP 1121N OPEN 5CR f S fS1ui M SB3 Lo zo v I SB 1 \ I V ' P r � 54352 I x 5 357 _tip J� 3 } r`r I LOT 1 / x5 x5434 �. 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RE=1838.28 543I'' m � I Irn 32' C^r'.:�Lk %5034A 14S/ I 'A ----I------------x5033.-----------------J r '-- NN04'34V 271.18 x54 - _1 1NOPEN lu y 433•9 > o y WATERTOWN ROAD° �y0�9 — — —=�El)G�EOFBITUMINOIJS N89°84'34'W 346.18 — — +— — — \=,m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � : ] ¥ �.� �, | 2 � �� � ��! : q� } \ /�� •;• , !• |!|!! � � }\ ƒ§ � � \ #�(! |� � � � |��`�|�| - �` � § \ ,|| ��- � | � q� % , j/ � j�/ zm_ go: z 0 2 10 rn cn .1 i 2011 purple code Mound Design wawJ.SepticResource.com (vers 19.2) Property Owner: Coustom One Homes LLC. Site Address: 2640 Watertown Road Comments: Date: 8/17/2021 PID: 3311823430004 linstructions: 0 = enter data = = adjust if desired 0 = computer calculated - DO NOT CHANGE! 1) bedroom Type �I 2) 750 GPD design flow 3) Yes Garbage disposal or pumped to septic 4) 2250 Gal Septic tank (code minimum) Is) 1.2 GPD/ft2 mound sand loading rate 10.0 ft rockbed width F 63.0 ft rockbed length 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 0laterals 61.0 feet long 21.0 perfs / lateral 63 perfs total (1 /2 a perf means the first perf starts at the middle feed manifold) Residential System 50% larger tank with multiple comp/tanks 2250 Gal Septic tank (design size / LUG req'd) Tank options: Multiple tanks or compartments req'd contour loading rate of F12 req's a min 62.5 ft. long rockbed 7132 inch perfs at feet residual head gives 0.56 gpm flow rate per perforation for this perf size & spacing, li pipe size on line 12, max perfs/lateral = =1 Line #8 must be less --> OK 10) 4.0 doses per day ( 4 minimum) 11) 188 gallons per dose (treatment volume) 12) 2.00 inch diameter laterals must be used to meet 'Ax pipe volume" requirement 13) 177 feet of 2.0 inch supply line leads to 30 gallons of drainback volume (Tip: "top feed" manifold to control the drainback) 14) 298 gallons TOTAL pump out volume (treatment + drainback) 15) 9 feet vertical lift from pump to mound laterals, leads to a: 16) 36 GPM C 22 feet of head, Pump requirement (note: >50gpm may require an extra 3.6' of head) 17) 750 gal Dose tank (code minimum) 1250 gal Dose tank (design size / LUG req'd) at 41.67 gpi Leads to a: Optional Time dosing of: 18) 5.2 inch swing on Demand float, (this delivers Average flow, =70% of Peak design flow) 6.1 min ON 19) 12 inches from bottom of tank to "Pump OFF" float 8.5 hrs OFF 20) 1 17 linches from bottom of tank to "Pump ON" float 12 inches to "Timer ON" float 21) 20 linches from bottom of tank to "Hi Level" float 30 inches to "Hi Level" float 22) 417 gallons reserve capacity (after High Level Alarm is activated -demand dosed) 23) D.45 gpolft2 Absorption area Sail Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring log) desired mound ratio 1 2.7 24) percent site slope (0-20% range) I I (% downslope site slope, if different than upslope) 25) 14 inches, or 1.2 ft. to Redox or other limiting condition (need at least 12" to be a Type 1) Treatment zone contains=inches of 0% soil credit, and =inches of 50% soil credit. Giving a: 26) 22 inch, or 1.$ ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) O.D ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: 29) 4:1 upslope ratio 14 ft. upslope berm 30) 4:1 sideslope 17 ft. sideslope berms 31) 4:1 downslope 21 ft, downslope berm 32) Overall Dimensions: i�! ft. wide by 63.0 ft. long Rock bed ft. wide by 97 ft. long Mound footprint UDs(oue berm LiMiting Candi 4" inspection pipe r— 18" cover on top 14 1.8 11 Clean sand lift 1 Depth to Limiting i— _-__ _____ Absorption Width Downsloi)e berm 1 21 12" cover on sides (6" loamy cap & 6" topsoil) 27.0 Mote: For 4 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorptron Width is measured downhill from the upslope edge of the Bed Rock Bed: 10.0 ft. by 53.0 ft. by ©inches under pipe, plus 20% gives 21 yds or "1.4= 29 ton > Mound Sand: (note: volume is based on 3:114:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 47.2 up + 73.5 downslope + =ends + 46.3 under rock = F218 ydj or *1.4= F 305 lon plus 20% 35) Loamy Cap: 41 ft. by 93 ft. 6" deep, plus 20% gives 85 yd' or '1.4=F-1-1 ton 36) Topsoil: 45 ft. by 97 ft. 6" deep, plus 20% gives =yd' or *1.4= F-1-3-6-1 ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty Olson's Soil & Perc 810 8/17/2021 esigner Signature Company License# Date Installer Summary 2250 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd 3u7o targer EanK wlEn mutnpLe COMP/ EanKs 1 2507 gallon Dose tank (minimum) at 41.67 gpi 36 JGPM @ 22 ft. of head, Pump required 5.2 inch swing on Demand float which translates to roughly 3.6 inches of float tether length 17 inches from bottom of tank to "pump ON" float, or 20 inches from bottom of tank to "Hi LeveL Alarm" or 177 ft. of 2.0 inch supply line with end feed man (Tip onat i ime posing ot: 6.1 minutes ON 8.5 hours OFF 12 inches to "timer ON" float 30 inches to "Hi level" float 'old connection "top feed" manifold to control drainbackl 22 inch, or 1.8 ft. Sand Lift Mound 10.0 ft. wide by 63.0 ft. Long Rock bed 3 laterals 2.00 inch diameter 61.0 ft. Long =ft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing No Effluent filter Et alarm 3 clean out Et valve box assemblies 27.D ft.Total sand ABSORPTION width (minimum) OA ft. upslope and sideslope (sand beyond rockbed, minimum) 17.Q ft. Downslope (sand beyond rockbed, minimum) Specific slope ratios give BERM widths (topsoil beyond rockbed) of: 4:1 upslope ratio 14 ft. upslope berm 4:1 sideslope 17 ft. sideslope berms 4:1 downslope 21 ft. downslope berm 4" inspection pipe 18" cover on top L,Upslope berm 14 .I IJ Downslope berm z1 12" cover on sides (6" loamy cap & 6" topsoil) 1.8 11 Clean sand lift 1.2 Depth to Limiting �i.rriitir� Conciitic,n —` --- --- Absorption WidthI 27.0 —"-_---_— Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both df rections. For slopes 31%, Absorptfon Width is measured downhill from the upslope edge of the Bed Rock Bed: 21.0 yd or*1.4- 29 ton Mound Sand: 218 yd or *1.4= 305 ton Loamy Cap: 85 yd or *1.4= 119 ton Topsoil: 97 yd or *1.4= 136 ton INSPECTOR CHECKLIST 6 inches under pipe calculation based on 3:314:1 slope from top of rockbe 6" deep 6" deep - mound L44u watertown KOad El WELL setbacks: 20'- 50' to sewer line req's MDH pressure test form (5 psi for 15 min) 50' to everything 100' to drainfield with shallow well PROPERTY LINES setback: 10' to everything Road setback: platted: 10' prop line. Metes it bounds: out of road easement, or outer ditch. LAKE/ BLUFF setback: 20' for bluff. Lakes: GD _, RD _, NE Protected wetland _. Building setbacks: 10' for everything, 20' for dispersal area. WATER LINE under pressure 10' to bed,tank a sewer line. (else sewer line > 12" below) ❑ Sewer line Et tank connection (no hard 90's, long sweep 90 or 2.45's, slope minimum 1" in 8' = 1%) (no depth reqs, clean out every 100', Sch 40 pipe) F7 Septic tank and risers (water tight risers, baffles, insulated, proper depth, existing verified by pumping) Mfg 2250 gallons Multiple tanks or compartments req'd Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. No effluent filter & alarm Dose tank, risers and piping (water tight risers, insulated, proper depth, drainback) mfg 1250 gallons Optional Time dosing of: dose pump 36 gpm 22 head VERIFY PUMP CURVE 6.1 min ON 8.5 hr OFF verify that installed "vertical lift from pump to laterals" is no more than design value of 9 feet float setting drop 5.2 inches at41.7 gpi "DESIGNED" 3.6 inches approx float tether length 218.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected LABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade - 30" max. J -hook weep hole. Supply line access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 118"+, supported by 4" sch40 sleeve or compacted, and buried 6"+. splice box / control panel / electrical connections flow measurement: CT, ETM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.0 X 63.0 Sand lift depth 22 inches. (Jar test : 2" sand leaves < 118" silt after 30 min) Absorption Sand beyond rock 0.0 upslope 17.0 downslope Bermed topsoil beyond rockbed 14 upslope 17 sideslope 21 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2' from edge of rock) 2.00 inch pipe size (5ch40 pipe a fittings) 3.0 ft lateral spacing e 7132 inch perforations 3.0 ft perforation spacing Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY clean outs (no hard 90's) 4" inspection pipe to bottom of rock, anchored VERIFY Abandon existing system - if necessary Re -use existing tank certification monitoring plan and type well abandonment form - if necessary � � � � / C- 0 � � k e 2 \ � _ % \ A k f § 4 2 B C § 2 Q0� CL k § �U � co 2 a % VI 2 w 6 r � E © R 2 2 k m z to q 2 a ze � ¥ / 2 � � � x � ] � Z � � � � / C- 0 � � k e 2 \ � _ % — A f � 4 2 B § 2 Q0� k § �U � co 2 a % VI 2 � � � � / C- 0 W. -I k e \ _ % — A f � B Tl - co W. -I & § c cu � � � _ f Tl - co w � E k 2 a ze ¥ � � � ] � & § c cu � � � w�7 Tank Buoyancy Worksheet m CONT OLAGENCY POLLUTION 1. Tank Specifications Project ID: v 04.01.2021 A. Tank Manufacturer: Precast Systems Inc Tank Model: Darwin 1250 B. Outside Tank Dimensions and Specifications: Tank Use: Dosing Length:128 in Width:86 in Height: F47 in Diameter:in Length: 10.7 ft Width: =ft Height: =ft Radius of Tank: in 2. Outside Volume of Tank Rectangular Tank Circular Tank A. Area of Tank = Length (ft) X Width (ft) A. Area of Tank = nr2 (3.14 X (Radius of Tank)2) 10.7 ft X 7.2 ft = 76.4 ft2 3.14 X ft) 2 = ft B. Volume of Tank = Area of Tank (2.A) X Height (ft) B. Volume of Tank = Area of Tank X Height (ft) 76.4 ft X [:::= ft = 299.4 ft3 ft2 X [=ft = ft3 3. Force of Tank Weight (FrY) Weight of Tank (provided by manufacturer) 11142 lbs/ft3 4. Force of Soil Weight Over Tank (Fsw) A. Depth of Cover Over Tank: 30 in 2.5 ft Weight of Soil Soil Type (lbs/ft') B. Weight of Soil Per Cubic Foot: 90 lbs/ft' Sandy 120 C. Volume of Soil Over Tank = Depth of Cover (ft) X Area of Tank (ft2) Loamy 100 2.5 ft X 1 76.4 ft = 1 191.1 ft3 Clay 90 D. Weight of Soil Over Tank = Volume of Soil Over Tank X Weight of Soil Per Cubic Foot 191.1 ft, X F907Lbs/ft' 17,200.0 lbs Note: Assumes saturation does not get over the lid of the tank 5.Buoyant Force (FB) Buoyant Force (FB) = Outside Volume of Tank X Weight of Water Per Cubic Foot (62.4 Lbs/ft) X 1.2 (Safety Fctr) 299 X 62.4 lbs/ft' X 1.2 = 22,419.6 j lbs F°-4- JFQ 6. Evaluation of Net Forces A. Downward Force = Force of Tank Weight (Fm) + Force of Soil Weight of Soil (F5W) 111}2 lbs + 17200 lbs = 28,342.0 lbs += F. > 1.2 x Fe Fw=vWxenmah- B. Net Difference = Downward Force - Buoyant Force Including Safety Factor F�, = weight of tank Fa=Tolaltank voiumex62.41bAf) (8.351W al) 28342 lbs - 2242D lbs = 5,922.4 lbs If the Net Difference is negative, countermeasures will need to be taken to prevent the tank from floating out of the ground, Comments/Solution: 128 inches ALL ACCESS OPENINGS ARE 24" I.D. ALL BAFFLES HAVE A MINIMUM I" AIR SPACE BETWEEN COVER AND TOP OF BAFFLE TANK SPECIFICATIONS CAPACITY: 1250 GALLONS DIMENSIONS: LENGTH = 128" AT TOP, 124" AT BOTTOM WIDTH = 86"ATTOP, 82" AT BOTTOM OVERALL HEIGHT = 52" DEPTH BELOW INLET = 36" DEPTH BELOW OUTLET = 34" INLETAND OUTLET BAFFLES: POLYETHELENE w/STAINLESS STEEL CONNECTORS INLET BAFFLE: 13" (7" ABOVE LIQUID LEVEL, 6" BELOW LIQUID LEVEL) 19% OUTLET BAFFLE: 19" (6 518" ABOVE LIQUID LEVEL, 12 318" BELOW LIQUID LEVEL) 40 LIQUID CAPACITY: 41.67 GAL PER INCH 31" LIQUID DEPTH REGISTERED IN MINNESOTA FOR SEVEN FEET OF COVER ON TOP OF THE TANK. MODEL: DARWIN 1250 SEPTIC TANKMOLDING TANK 1625 GALLONS TANK WEIGHT I I , 142 LB S Precast Systems In c. PO Bax 56, Darwin MN 55324 320-693-8440 888-693-8440 L ul ~ CD N 3 inches to L 124 inches . - M ALL ACCESS OPENINGS ARE 24" I.D. ALL BAFFLES HAVE A MINIMUM I" AIR SPACE BETWEEN COVER AND TOP OF BAFFLE TANK SPECIFICATIONS CAPACITY: 1250 GALLONS DIMENSIONS: LENGTH = 128" AT TOP, 124" AT BOTTOM WIDTH = 86"ATTOP, 82" AT BOTTOM OVERALL HEIGHT = 52" DEPTH BELOW INLET = 36" DEPTH BELOW OUTLET = 34" INLETAND OUTLET BAFFLES: POLYETHELENE w/STAINLESS STEEL CONNECTORS INLET BAFFLE: 13" (7" ABOVE LIQUID LEVEL, 6" BELOW LIQUID LEVEL) 19% OUTLET BAFFLE: 19" (6 518" ABOVE LIQUID LEVEL, 12 318" BELOW LIQUID LEVEL) 40 LIQUID CAPACITY: 41.67 GAL PER INCH 31" LIQUID DEPTH REGISTERED IN MINNESOTA FOR SEVEN FEET OF COVER ON TOP OF THE TANK. MODEL: DARWIN 1250 SEPTIC TANKMOLDING TANK 1625 GALLONS TANK WEIGHT I I , 142 LB S Precast Systems In c. PO Bax 56, Darwin MN 55324 320-693-8440 888-693-8440 Soil Observation Log www.SepticResource.comvers 12.4 Owner Information Property Owner I project: Coustom One Homes LLC. Date 12/3/2020 Property Address / PID: 2460 Watertown Road Soil Survey Information ❑ refer to attached soil survey Parent matl's: R) Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder 21 Side slope ❑ Toe slope soil survey map units: L 132A slope 3 % direction- Convex Soil Log #1 21 Boring ❑ pit Elevation 1033.1 Depth to SHWT 16 inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-6 Loam <35 10yr3/1 Friable Strong Blocky 6-16 Clay Loam <3510yr4/3 Friable Strong Block 16-24 Clay Loam <35 10yr5/3 10y4/8,1 -6/10y Firm Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: 2460 Watertown Road Soil Log #2 2 Boring ❑ Pit Elevation 1033.1 Depth to SHWT 14 inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-10 Loam <35 1Oyr3/l Friable Strong Blocky 10-14 Clay Loam <35 10yr4/3 Friable Strong Blocky 14-20 Clay Loam <35 I Oyr5/4 ] Oy4/8, I -6/l0y Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky firm moderate prismatic platy >50 rigid Istrong I massive 2460 Watertown Road Soil Log 43 El Boring ❑ Pit Elevation 1033.1 Depth to SHWT 16 inches Depth (in) Texture fragment % matrix color redox color consistence ,rade shape 0-8 Loam <35 10yr3/1 Friable Strong Blocky 8-16 Clay Loam <35 IOyr4/3 Friable Str011g Blocky 16-24 Clay Loam <35 1Oyr5/4 IOy4/8,1-6/]Oy Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 1 hereby certify this work was completed in accordance with MN 7080 and any local reqs. Rusty Olson's Soil & Pere. 810 esigner Signature Company License 4 UNIVERSITY OF MINNESOTA A! ft.�11 Septic System Management Plan Id for Above Grade Systems The goal of a septic system is to protect human health and the environment by properly treating wastewater before returning it to the environment. Your septic system is designed to kill harmful organisms and remove pollutants before the water is recycled back into our lakes, streams and groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long- term performance of your septic system. Some of these activities must be performed by you, the homeowner. Other tasks must be performed by a licensed septic maintainer or service provider. However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner. The University of Minnesota's Septic System Owner's Guide contains additional tips and recommendations designed to extend the effective life of your system and save you money over time. Proper septic system design, installation, operation and maintenance means safe and clean water! Property Owner Email Property Address 2640 Watertown Road Property ID 3311823430004 System Designer Joseph J. Olson Contact Info 763-498-8779 System Installer Contact Info Service Provider/Maintainer Contact Info Permitting Authority Contact Info Permit # Date Inspected Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide includes a folder to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information, designer drawings and as -built of your system, if they are available. • Keep copies of all pumping records and other maintenance and repair invoices with this document. • Review this document with your maintenance professional at each visit; discuss any changes in product use, activities, or water -use appliances. For a copy of the Septic System Owner's Guide, visit www.bookstores.umn.edu and search for the word "septic" or call 800-322-8642. For more information see http://septilc.umn.edu Version: August 20 l -I- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Your Septic System sepol rink I'mm pu�nl, nnl�, ManAde Inspectiai pipe _, Septic System Specifics System Type: e I () II ()III ()IV* () V* ❑ System is subject to operating permit* (Based on MN Rules Chapter 7080.2200 — 2400) ❑ System uses UV disinfection unit* *Additional Management Plan required Type of advanced treatment unit Dwelling Type Well Construction Number of bedrooms: 5 Well depth (ft): 253 System capacity/ design flow (gpd): 750 ❑ Cased well Casing depth: 241 Anticipated average daily flow (gpd): 450 ❑ Other (specify): Comments Distance from septic (ft): 80 Is the well on the design drawing? @Y 0 N Business? : ()Y O N What type? Septic Tank ❑ First tank Tank volume: 2250 gallons ❑ Pump Tank 1250 Low Profile gallons Does tank have two compartments? QY ® N ❑ Effluent Pump make/model: ❑ Second tank Tank volume: gallons Pump capacity GPM ❑ Tank is constructed of Concrete TDH Feet of head ❑ Effluent screen:© Y e N Alarm OY e N ❑ Alarm location Soil Treatment Area (STA) Mound/At-Grade area (width x length): 45 ft x 75 135 ft ❑Inspection Rock bed size (width x length): 10 ft x 63 ft ports Cleanouts Location of additional STA: NIA ❑ Surface water diversions Type of distribution media: Rock 0 Additional STA not available -2- UNIVERSITY Septic System Management Plan for Above Grade Systems 9!944 OF MINNESOTAmk'w� Homeowner Management Tasks These operation and maintenance activities are your responsibility. Chart on page 6 can help track your activities. Your toilet is not a garbage can. Do not flush anything besides human waste and toilet paper. No wet wipes, cigarette butts, disposal diapers, used medicine, feminine products or other trash! The system and septic tanks needs to be checked every 24 months Your service provider or pumper/maintainer should evaluate if your tank needs to be pumped more or less often. Seasonally or several times per year • Leaks. Check (listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly. • Soil treatment area. Regularly check for wet or spongy soil around your soil treatment area. If surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps and leaks, call your service professional. Untreated sewage may make humans and animals sick. Keep bikes, snowmobiles and other traffic off and control borrowing animals. • Alarms. Alarms signal when there is a problem; contact your service professional any time the alarm signals. • Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. If you do not have one, consider adding one after washing machine. • Effluent screen. If you do not have one, consider having one installed the next time the tank is cleaned along with an alarm. Annually • Water usage rate. A water meter or another device can be used to monitor your average daily water use. Compare your water usage rate to the design flow of your system (listed on the next page). Contact your septic professional if your average daily flow over the course of a month exceeds 70% of the design flow for your system. • Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least every fall. Fix or replace damaged caps before winter to help prevent freezing issues. • Water conditioning devices. See Page 5 for a list of devices. When possible, program the recharge frequency based on water demand (gallons) rather than time (days). Recharging too frequently may negatively impact your septic system. Consider updating to demand operation if your system currently uses time, • Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any major changes with your service provider or pumper/maintainer. During each visit by a service provider or pumper/maintainer Make sure that your service professional services the tank through the manhole. (NOT though a 4" or 6" diameter inspection port.) Ask how full your tank was with sludge and scum to determine if your service interval is appropriate. Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4. -3- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Professional Management Tasks These are the operation and maintenance activities that a pumper/maintainer performs to help ensure long- term performance of your system. At each visit a written report/record must be provided to homeowner. Plumbing/Source of Wastewater • Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in water use and the impact those changes may have on the septic system. • Review water usage rates (if available) with homeowner. Septic Tank/Pump Tanks • Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser cover for frost protection. • Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaning, or there may be ponding in the soil treatment area.) • Inspection pipes. Replace damaged or missing pipes and caps. • Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. • Alarm. Verify that the alarm works. • Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump • Pump and controls. Check to make sure the pump and controls are operating correctly. • Pump vault. Check to make sure it is in place; clean per manufacturer recommendations. • Alarm. Verify that the alarm works. • Drainback. Check to make sure it is draining properly. • Event counter or elapsed time meter. Check to see if there is an event counter or elapsed time meter for the pump. If there is one or both, calculate the water usage rate and compare to the anticipated use listed on Design and Page 2. Dose Volume: gallons: Pump run time: Minutes Soil Treatment Area • Inspection pipes. Check to make sure they are properly capped. Replace caps and pipes that are damaged. • Surfacing of effluent. Check for surfacing effluent or other signs of problems. • Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean at recommended frequency. • Vegetation - Check to see that a good growth of vegetation is covering the system. All other components — evaluate as listed here: -4- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Water -Use Appliances and Equipment in the Home Appliance Impacts on System Management Tips - Uses additional water. - Use of a garbage disposal is not recommended. - Adds solids to the tank. - Minimize garbage disposal use. Compost instead. Garbage disposal - Finely -ground solids may not settle. - To prevent solids from exiting the tank, have your Unsettled solids can exit the tank tank pumped more frequently. and enter the soil treatment area. - Add an effluent screen to your tank. - Washing several loads on one day - Choose a front -loader or water -saving top -loader, uses a lot of water and may overload these units use less water than older models. your system. - Limit the addition of extra solids to your tank by - Overloading your system may using liquid or easily biodegradable detergents. Washing machine prevent solids from settling out in Limit use of bleach -based detergents and fabric the tank. Unsettled solids can exit softeners. the tank and enter the soil treatment - Install a lint filter after the washer and an effluent area. screen to your tank - Wash only full loads and think even — spread your laundry loads throughout the week. - Powdered and/or high -phosphorus - Use gel detergents. Powdered detergents may add detergents can negatively impact the solids to the tank. Dishwasher performance of your tank and soil - Use detergents that are low or no -phosphorus. treatment area. - Wash only full loads. - New models promote "no scraping". - Scrape your dishes anyways to keep undigested They have a garbage disposal inside. solids out of your septic system. - Finely -ground solids may not settle. - Expand septic tank capacity by a factor of 1.5. Grinder pump (in Unsettled solids can exit the tank - Include pump monitoring in your maintenance home) and enter the soil treatment area. schedule to ensure that it is working properly. - Add an effluent screen. - Large volume of water may - Avoid using other water -use appliances at the same Large bathtub overload your system. time. For example, don't wash clothes and take a (whirlpool) - Heavy use of bath oils and soaps can bath at the same time. impact biological activity in your - Use oils, soaps, and cleaners in the bath or shower tank and soil treatment area. sparingly. Clean Water Uses Impacts on System Management Tips High -efficiency - Drip may result in frozen pipes - Re-route water directly out of the house. Do not furnace during cold weather. route furnace discharge to your septic system. Water softener - Salt in recharge water may affect - These sources produce water that is not sewage and Iron filter system performance. should not go into your septic system. Reverse osmosis - Recharge water may hydraulically - Reroute water from these sources to another outlet, overload the system. such as a dry well, draintile or old drainfield. - When replacing, consider using a demand -based - Water from these sources will Surface drainage overload the system and is recharge vs. a time -based recharge. Footing drains prohibited from entering septic - Check valves to ensure proper operation; have unit system. serviced per manufacturer directions -5- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Homeowner Maintenance Log Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4. Activity Date accomplished Check frequently: Leaks: check for plumbing leaks* Soil treatment area check for surfacing** Lint filter: check, clean if needed* Effluent screen (if owner -maintained)*** Alarm** Check annually: Water usage rate (maximum gpd Caps: inspect, replace if needed Water use appliances -- review use Other: *Monthly "Quarterly Quarterly * * *Bi -Annually Notes: "Rs the owner of this SSTS, I understand it is my responsibility to properly operate and maintain the sewage treatment system on this property, utilizing the Management Plan. if requirements in this Management Plan are not met, I will promptly notify the permitting authority and take necessary corrective actions. If I have a new system, I agree to adequately protect the reserve area for future use as a soil treatment system." Property Owner Signature: Date Management Plan Prepared By: Joseph J. Olson Certification # C1255 Permitting Authority: 02015 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer. This material is available in alternative formats upon request. Contact the Water Resources Center, 612-624-9282, The Onsite Sewage Treatment Program is delivered by the University of Minnesota Extension Service and the University of Minnesota Water Resources Center. Infield Soil Verification Report Date of Verification: G I Time: l j C3 0 Site Address: -.x� 0 wakckow (400j 0.o.. Permit #SQ;1-0mo? Limiting Condition & Distance: L% of r3c., R 1,5" Boring Or Test Pit Location: AdJ k- -}-o 6-;L Depth In Inches Soils Encountered t ;x t ti -a I;t_ Y Lq ct l64� CC, IV t End Of Boring At: S I Redox Present At: Standing Water Present At: