Loading...
3330 Dodd Rd - Septic Design & AS-BUILTz Perk Test and Septic Design For Doki Cl/m/9/ 3 3O ()040 )3 /id [19ian / 011 By: Mulvihill Excavating, Inc. • Glenn Mulvihill MPCA #121 1-612-598-2455 TRENCH AND BED WORKSHEET 1. AVERAGE DESIGN FLOW A.. Estimated Po gpd (see figure A -2) or measured x 1. (safety factor) = gpd B. Septic tank capacity ` f gallons (see C 5r-- 1 SOILS (Site evaluation data) C. Depth to restricting layer = 5 :, feet F. Soil Sizing Factor (SS ) i ---- sqft/gpd (see figure D-15) 3. TRENCH or BED BOTTOM AREA H. For trenches with 6 inches of rock below the pipe: 0 F F t F re:n o ch s es J• tv- For trenches with 18 inches of rock below the pipe: AxFx0.66= gpd x sqft/gpd x0.66= K. For trenches with 24 inches of rock below the pipe: AxFx0.6= gpdx sqft/gpd x0.6- L. For gravity beds with 6 or 12 inches of rock below the pipe; 1.5xAxF =1.5x gpd x sqft/gpd = sqft For pressure beds with 6 or 12 inches of rock below the pipe; A x F = gpd x sqft /gpd = sqft 4. DISTRIBUTION (Check al that apply) Rock Bed (< 6% slope) R Drop boxes (any slope) �/oamber enches Distribution box (< 3 %) Pressure _L/Gravity Gravelless 5. SYSTEM WIDTH, LENGT and VOLUME M. Select trench width = N. If using rock, divide bottom area by width: (H, I, J,K or L) + M = G 0 sqft + .3 ft= .3 lineal feet Rock depth below distribution pipe plus 0.5 foot times bottom area: Rock depth in feet + 0.5 feet x Area (H,I,J,K, or L) ( ft + 0.5 ft) x sqft = cuft Volume in cubic yards = volume in cuft divided by 27 cuft + 27 = cuyds Weight of rock in tons = cubic yards times 1.4 cuyds x 1.4 = tons O. If using 10" Gravelless Pipe, Flow (A) x Gravelless SSF (see figure D -9) gpd x lineal feet /gpd = lineal feet 0 If using Chambers, H,I,J, or K (based on height of chamber slats) + width of chamber in feet (M) sqft + .3 ft= 3 lineal feet 6. LAWN AREA Q. Select trench spacing, center to center = R. Multiply trench spacing by lineal et R x Q = sqft of lawn area ft x lineal feet = PQ sqft sqft sqft A -I; Estimate number of bedrooms 2 3 4 5 6 7 8 d Sewage Class t 300 450 600 750 900 1050 1200 Flows in Gal Class ii 225 300 375 450 525 600 675 Class III 180 218 256 294 332 370 408 Ions per Day Class IV of the values In the Class I. II, or It columns. C -1: Septic Tank Capacities (in ;allons) Number of Bedrooms 2 or less 3 or 4 5 or 6 7,8 or 9 Minimum Liquid Capacity 750 1000 1500 2000 Liquid capacity with garbage disposal 1125 1500 2250 3000 Liquid capacity with disposal& lift inside 1500 2000 3000 4000 D -15: Soil Characteristics and Soil Sizing Factor (SSF) (> 3' separation) Percolation Rate minutes per inch (mpi) faster than 0.1 0.1 to S 0.1 to5" 6 to 15 16 to 30 31 to 45 46 to 60 over 61 to 120 slower than 120 "" Soil Texture Coarse sand Medium sand Loamy sand Fine sand Sandy loam Loam Silt loam Silt Clay loam Sandy clay Silty clay Clay Sandy clay Silty clay Soil Sizing Factor square feet /gallon per day(sqft /gpd) 0.83 0.83 1.67 1.27 1.67 2.00 2.20 4.20 'Use systems for rapidly permeable soils: pressure distribution or serial distribution with no trench >25% of the total system. "Soil havin • 50 or more fine sand plus very fine sand A "' mound must be used. " "An other or performance system must be used D -9: Soil Characteristics and Soil sizing factors (SSF) for Gravelless Pipe percolation rate (minutes /inch) soil texture lineal feet/ gallon /day Faster than 0.1 0.1to5 0.1 to 5 6 to 15 16 to 30 31 to 45 46 to 60 slower than 60 * ** Coarse Sand Medium Sand Loamy Sand Fine Sand** Sandy Loam Loam Silt Loam Silt Clay Loam (CL) Sandy CL Sil Sandy Clay Silty clay 0.28 0.6 0.42 0.56 0.67 0.74 "Soil too coarse for sewage treatment. Use systems for rapidly permeable soils. "Soil having 50% or more tine sand + very fine sand. * **Soil with too high a percentage of clay for installation of a standard inground system. 7. LAYOUT ,a_>b- Include a drawing with scale ( one inch = feet). Show pertinent property boundaries, rights -of -way, ease- ments, location of house, garage, driveway, and all other improvements, existing or proposed soil treatment system, well and dimensions of all elevations, setbacks and separation distances. I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. (signature) (license #) (date) Site Skean —1 • •2 ..... , .t..•...... 5 . - -• f , .....;..•.• _. jam: • -• -s � .. ' ::.•.. - ,. . r . ,: : ,- L: : , . „....0 � .. . . •; ; •- a .- r • ussontsty T I ri rIi.,s iadiest a the teeatien eta Wen."Fel sastsock se systosuctwelriat comber est baaskment. took(s). soil treasocot system. tesesmd i0f ttemoonst mom CusirifFd kL y • setl eriod liana oboarliqffrisemliosiby themilion. include sixesand Isms dt and apprestionstodbaosces Bawl witsafeteneepointssods e isee cessadbeilreess. Plesseattodsas•• by& droosiest.impection motto. liar [s)udTranceendNotices)dam.N • Borings (BR Mr Locate each boring tan the map above. indicate on the tight of the column the soil More, structure, color, depth of each different soil type, t videnee of mottling, bedrock and standing water iso indicate if the material is fill. - . ' Bit# o r - BR# a- • / D . 'np / °' /' . ' 3p ., � 3f / o 1P- ra'6 it BR# BR# • •... • • • • 4 r - fried RECORD Dom; OF Mme.. S ASONAt.HIGII it 11R BEOROCf£0N AOOVE t lt�IFS Soils verification by Bob Freiermuth c nods to be completed Mining to chore sgstem into easnpiloncc if found not in compliance? / 7c+F / ci-, I nn nor 9urinhP._)Yu TYTUTA7t1W 798 12-1-10 '_ BR t • • nEK£N97•LOSI XYd OE :OZ 0102 /TO /ZT 117 ntu1eleJ _l aocl ego:an nl 7(1 oen pure ah© cave pl6 31.7 `,frs P -fail al," d ru i 7` y ob' C'j motvegv 'ma ill' 4 !j kakA IIIIRCOTALIMSEPANT mss* In Weeders x� _ ..._ t Depth a belie bode= ittedwas Difflanuster et bolsi depth,. Inches 13 C litietkod Delith of Pas lbw gravel ha bath= a hosigge - r sad hew Ise fattiest water Maw w og bled 'water s� l � --- above hole bon= Idetked rand to xanktisau 12" of .m12~ deptik ha bale far 41 Perreheigne t isyS U� r�1 jl , piveadattect tit started at 1_, pm . Maxim= weer dispel awe bob beau= efirehis kitbag se 0.2.40 .. u 0.71.01 .. sofil louden: trisausasas-srmansonos" Ten Percent Calculation inches ocattirden 111Q a.CZ. 1.6x.11 Sla .S St6a.18 wisiat 2t1 x.5* 314 .75 311s.11 Man tali% nr.■ra rry sc.' ts..to ... aro2"I11741►' u `3 a. zo .. IF ,G r ar =r as 61e.20> m. lQ the tee nub tel iR *wt car boxes. . ie larger then the bottom number then take another seeding. If the top .tuber bra actual or smeller then bottom number, average the three number's for the parts rate. STATE OF MINN CERTIFIED PIPELAYER License -#_ , 075599-RP Expiration Date Original Date Issued GLENN MULVIHILL 6830 296TH ST E CANNON FALLS, M 55009 5' g t 4. .... ..• u 0 E": `� [s] �� C a o C TZ ";, • , M c64 o • I - n • E A Q - CD 8 • O z z co I A N Lel co A • 1 O f l inesota Department of Labor and Industry (instruction Codes and Licensing Division /Licensing and Certification Services d' PO Box 64222 St. Paul, MN 55164 -0222 Phone: (651) 284-5034 Fax: (651) 284 -5743 E -mail: DLI.License @state.mn.us www.dli.mn.gov PRINT IN INK or TYPE KNOW ALL MEN BY THESE PRESENTS: THAT Mul vihi11 F,xcavating, Inc (Business name as Registered with the Office of the Minnesota Secretary of State; or if individual sole proprietor, individual's name.) (DBA, doing business as name if applicable) With business office at 6830 296th Street East, Cannon Falls, MN 55009 (Business address, City, State, Zip Code, Telephone number) as PRINCIPAL, and WESTERN SURETY COMPANY (Surety Company Address, City, State, Zip Code, Telephone number) A corporation duly organized in the state of South Dakota and authorized to do business in the state of Minnesota, as Surety, are jointly and severally held and firmly bound to the state of Minnesota as obligee, in the sum of TWENTY -FIVE THOUSAND DOLLARS ($25,000) for the benefit of persons injured or suffering financial loss by reason of failure of such performance as herein specified for the payment of which, we bind ourselves, our heirs, executors, administrators, successors and assigns firmly by these presents. The bond shall be filed with the Minnesota Department of Labor and Industry and shall be in lieu of all other license bonds to any other political subdivision. The CONDITION of the above obligation is such that WHEREAS the said Principal is or has in his /her employment a licensed Minnesota master plumber, a restricted master plumber, or a certified pipe layer, to perform plumbing work. 4 �g�44C7 II6 {k NOW ;;,, ar . cF condition of this obligation is that the Principal shall faithfully and lawfully comply with the Minnesota State Plubaa °Code airn any person dealing or transacting business wit the Principal from any financial loss or damage the Principal to comply with any of the requirements of the Minnesota Rules, Chanter 4715 than no 0 all accrue; otherwise this bond shall remain in full force and effect. Tffks one =s • �"tive and run concurrent! with the � concurrently period of the aforesaid license /certificate from the date said lice q>‘ ted in the current year which shall r••- •• December 31, 2011. During the term of this obligation the pn galr r will pay unto the obligee or as otherwise directed by the obligee the amount needed to correct non - complying work. The a liability of the surety hereunder pertains to all claims arising during the period as defined above and shall in no event exceed the total sum of TWENTY -FIVE THOUSAND DOLLARS ($25,000). Signed and sealed this c / , 1 lsl�i a/l Pri N m.e of Principal (s Print Name of Principal (s) (Surety Company Name) P.O. Box 5077, Sioux Falls, SD 57117 - 5077 23rd day of Acknowledge (notarize) signatures on reverse side and attach power of attorney form. File with: Minnesota Department of Labor and Industry CCLD — Licensing and Certification 443 Lafayette Road N St. Paul, Minnesota 55155 LIC BD 01 (8/09) Plumbing Contractor Code Compliance Bond BOND NO. 15225810 AMOUNT $25,000 EFFECTIVE DATE January 1, 2011 November 2010 U; ETY SEAL) E OF PRIN r PAL(S) SIGNATURE OF PRINCIPAL(S) (605) 336 -0850 SIGNATURE OF ATTORNEY IN FACT (S11 NAME OF SUR W .1.91W 4' SURETY COMPANY TY COMPANY) Paul T. Bruflat, Senior Vice President Western Surety Company KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America, does hereby make, constitute and appoint Paul T . Bruflat of State of South Dakota , its regularly elected as Attorney -in -Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed, the following bond: One PT,TTMRTNC CONTRACTOR bond with bond number 15225810 ATTEST STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA 9 .4. Nelson, Assistant Secretary POWER OF ATTORNEY for Mulvihill Excavating, In as Principal in the penalty amount not to exceed: $25,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by -laws of Western Surety Company duly adopted and now in force, to -wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys -in -Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Seni nr Vi re Presi dent with the corporate seal affixed this 23rd day of November 2010 On this 23rd day of November , 2 Paul T Flrufl at and who, being by me duly sworn, acknowledged that they signed the above and Assistant Secretary, respectively, of the said WESTERN SURETY voluntary act and deed of said Corporation. tb � , � , y 5 55yyyhhh5y5yhhhhSSy f S S s D. KRELL s s SEAL NOTARY PUBLIC EAS s s SOUTH DAKOTA s My Commission Expires November 30, 2012 Form F1975 -9 -2006 Sioux Falls Senior Vice President WEST SURETy-)COMPANY By 77 T. Bruflat, S nior Vice President ttE it 010 b efore me, a Notary Public, personally appeared T, Nelsen Power of Attorney as Senior Vice President COMPANY, and acknowledged said instrument to be the Notary Public INDIVIDU SEWAGE SYSTEM AS -BUILT Owner: oil C f 70 H. use Type: (III III Property ID No.(PIN) wp L'4 4 ^ Installed for al /da 7 Commercial Use? Y i ❑New Replace DRepair ❑Addition Property ransfer Upgrade? & N Bsmt Lift Pump? Y(( Future? Y LO Jacuzzi? Ye Garb Disp? Y Soil Survey Map Unit 1 ®a Soil Compacted? Y Fill Soil? Y 0 Circle Soil Texture: (Faster than 0.1 mpi) Coarse Sand Medium Sand Loamy Sand 0.83 FINE SAND 1.67 andv Loam 1.2 Loam 1.67 Silt Loam, Silt 2.00 Sandy Clay Loam 2.2 Silty Clay Loam Clay Loam Silty Clay, Clay 4.2 (Slower than 120 mpi) Soil dry enough for construction?0l N SETBACKS: Prop.Lines 10' Bldgs 10' to Tank & 20' to Drnfld Well(s) setback, I ( )not installed yet Well Depth( Orig. Well Record ( )Measured Distance to Lake/'/r Creek A Wetland A Buried Water Pressure Lines 10' to Tank & Drnfld? System located by Photos? Y GPS? Y �I SEPTIC / HOLDI G TANK(S) (I;1 New ❑ Existing Liquid Capa ity ompartment or 2 ? Made by t> +l r' Watertight ?i9 / N Baffle Type: Fiberglass Sanitary-T Concr�e No. of Inspection Pipes -&4" 6" diam. ank -vel? / N Center /N N (9/N No. /Diam. Manhole Access No. & Height of Manhole Risers New Tanks 4 ft or less below Final Grade Pipes into Tank Sealed? with Riser into Tank Base Sealed? with 3 eci be" Outlet Effluent Filter? Y /J Type UND / ATGRADE: Perc- lope Dike Widt Clean Rock? Clean Sand? Y / N Inches to Mottling P' Perf Size /Spacing Rock Bed Size Sand Bas- :Ize Supplier: Upslo• - needing drainage /diversion? Y / N Pro Gr g done: Rough / Final )Seeding ( )Sod to be done by: I hereby certify, as installer, that this individual sewage treatment system was installed accor +ing to the approved design, and as applicable, this Municipality's Sew sy Treat r / stem Ordinance, & accurately locates all system co Installer Sig Inspec Sign /y White co py:County ell. : Owner Pink:lnstaller o:\emgmt\forms\walm\ists\as-built-form.doc Scarification Method: Up Down Depth Belo hU Side pe inches pe " Downslope " ze /Spacing I Cover Depth Supplie Project Address Bdrms or Date Inshalled 5 7 3-11 /Permit No4> O 7301 33 30 L2'1/ /3 /ia - (Dak Co Tax Info 651- 438 -4576, or www.co.dakota.mn.us) d ?Y /N Line drawn from Tanks to Pump Truck Access < 100' ?' N RESERVE AREA? 6/ N Fenced Off? Y /® Owner informed to preserve Reserve Area? G(.)/ N Owner given Septic System Owner Guide? Y /t® TRENCHES / BED OR GRAVELLESS DRAINFIELD. Drop boxes level ?&/ N Type concrete Trench Depth a-$ Width Number of Trenches Trench Bottom Level (&i N� I Trench Lengths /0?- Spacing Rock Clean ?Y /N 2" over Pipe? YIN GeoTextile Cover ?Y /N Depth Below Pipe? " Soil Backfill Depth Gravelless Pipe Size?, Made by Chamber Size? Made b Absorption Area: Sq Ft 6 I?-- Lineal F Trench Bottom to mottling / bedrock? 3 in • es MP TANK Made by pacity No. & - : ht of Risers Sealed? Y / N Pump Manu a - Model # Horsepower G Feet of Head Cycles Per Day allons ' - Cycle Size of Dischar.: Ine 1.5" / 2" Type of Ele cal Hookup post • _ by tank Alarm • ation garage / base Alar- : Tank Alert / Level Alarm / Other cle Counter? Y/N Water Meter? Y/N Designated Registered Professional Onsite N Me _ PCA : No. I I Company Name (} /p i A' b I ate: 6 pi S Address 6F3© g/‘ 1- 4" ' fk , proved: No / Yes / Yes with Condtttons: �r 4 eel 16, 1 55