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HomeMy WebLinkAbout2010 - 00366 - septic repair CITY OF ORONO PERMIT NO.: 2010-00366 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 05/24/2010 (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 40 WEAR LA N PIN : 33-118-23-34-0010 LEGAL DESC : ROLLING MEADOWS 2ND ADDN : LOT 001 BLOCK 003 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : REPAIR N1ou,nd SyS1-e NOTE: REPAIR MOUND APPLICANT SEPTIC REPAIR 100.00 LEROUX EXCAVATING INC. STATE SURCHARGE SEPTIC 0.50 2104 64TH STREET WHITE BEAR LAKE,MN 55110- MISC FEE 0.00 Minnesota State License#: L-778 TOTAL 100.50 OWNER HOFFMAN,HUGH J 40 WEAR LA N LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. May-07-2010 03:18pm From-CITY OF ORONO +9522494616 T-241 P.001/002 F-040 City Of Orono •.'FOR.CITY'USE ONL. 4'O� PtJ.Box 6 <446034 O .AateReceivetl:: �iq 'th;::Permit# o?Qy�-P 36 2750 KelleyParkway „ . 47 j Crystal Bay.MN 55323 r yi (952)249-4600 Amount.. ss.. CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (Alt permits must be approved by the On-Site Septic Manager and/or Building Official) T iff/ : • ysion .°! Site Address: '18 I,JDaf, , ( - Owner: /haat.,.. etQ,lc. b Mailing Address: )2 7 E c1f ewe_ City: &Gilt_ Com..,. id C ��ip: 53I/ 7 Home Phone:6 t?_y8 / - 3 2-1 i v Alternate Phone: ffigt#^ t u+r a ru wr mdawn V.e r naI+L Contractor/App.: LF-e.o"je, ,EXt^,}1,•i}�i rvv-Ewe Contact Person: ,:; $1. 4.6'/e° Address: a/o y , yam' ' State License It: / -7 78 City: -,E0.4.&i.i►„�,. Zip: .C57/6 Expiration Date: a4 s za i/ Phone: 4 . S/-'/ Z (o -Z*'41 Y Alternate Phone: e. S/-7-3 Z//o °, Ti (,fj ui • 7413574' Iii 1;401 1!' i J.',ce - I .r II .4 . .1(.11:::it1t,l 1:o&kkiTtoViiilo 11n. J Residential ❑ Commercial [] Other OMB' '�lPl�(�£ .Lr "'`��,,,����I�' '�pI'��I � i �' "�a.lh�.6"� I' {�1}� li ait; ��{,h 1tf �bl� 9i {'I `' {{�! rl VY ', '; ,l t. ^ZIt,,i<Z 6 '�611 i =UI lilt y�Sd d USEIV 1 N' j i�++''a 8t7•y i kik li.fli N W�AI) New or Replacement System $200.00 Repair Existing System 100.00 /no..e” (Tanks or Drainfield) State Surcharge .50 .50 Total $ I op .S° _ V:\(Permits)\Septic Permit Application-New Permit Fees 2009,dOc 1 / 2 May-07-2010 03:18pm From-CITY OF ORONO +9522494616 T-241 P.002/002 F-040 �r•l� liLtrf tj'1;"7= �1,►1�i�r`'i l���11 Vii! '(r t �I�l�I l��li 'l,�I��ry�T( +�i- iJ�'117,411e7:7 ti' j��i; ,1���t1�' ,YI�IIIl11 71'"r,:,''; ''li,.8.,1'1 1�I.t A tlN�I �1 1�1 y') •{1,/ �17f17A;r+I1IIIf1i li /!�i �tl J, I M 1, r I 1 ,, h L �,/f I 14 1 11G 1i + . �(li (i it ` , N F ltl�k i,+ y' `t t, f lI'I�lll i . �, l�% I . 7r �I I�}�Jt{itr 11'+i� r �il 1 � f `! '.J'rtI,rj I���U1) i r'l l.'l� i I t 41:75�� 1I ggpp gi �I !,�: W!� :lit r „,,,?,,A.�1 � ,If '' ..l'w.4 'Y I 1 l.'.�.I l 1 t, i 1 f r ` 1 it!j F '' ,j.qo I1 I�,h r(11!, t�f 1 "1 u� I �� ' d :c. � Irl 1 y 'i I'^..�.., .I 1•ir;.. 11 � .��I t• : 1 •t• Fa t'RF.'.II� • _ I w iy �� 1 I� �� r 'Sf 1{l3 I'�� _ �a i I will be installing the following: Tanks ❑ Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: t,.ze 4 Size of Tanks: Treatment System Trenches s.f. 9990.v. Mound SS'd s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statt;ments made on this application are complete, true and correct. Signature of Applicant - P -c -‘6 Date: S"-/ 7 -i b MPCA License No.: 6 7 78 Staff Review: ,Z4 Accept ❑ Denied Reviewer: qz^'1 i 7) t '1- Date; � -70-/ (v Reason for Denial; Comments (to be printed on inspection card): V•\(Permits)\Septic Permit Applit..ation-New Permit Fees 2009,Coc 2 / 2 03x`.99/2010 01: 28 7634975011 SPTESTINGINC PAGE 02/13 S-P TESTING, INC. Steven B. Schirmers • MPCA Cert.N o. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX (763) 497-5011 ORONO COPY State License #394 CITY OF ORONO SEPTICn March 8, 2010 INSPEgQR DA IO „PERMIT NO. APPROVED AS SUBMITTED APPROVED WITH CORRECTIONS AS NOTED NOT APPROVED-CORRECT&RESUBMIT Masterpiece Homes, Inc. Thom eaauteats sre liar your information. Ail work shall be dons 40 Wear Lane No. M NI compliance with ell applicable septic and zoning code. Orono, Tenn, Co., MN kequiroments inked*haat not specifically nisei is ibis Miim MP TIM KANt SST CONI AMA'AU.Tata A Compliance Inspection was completed for the existing on-site sewage treatment system located on this property. The system consists of 2-1000 gallon septic tanks, 1- 1000 gallon pumping chamber & a pressurized mound system with a 10' x 55' rock bed built on 9-10-1996, Soil boring #1 & 2 found mottled (redox features) at 14" below the ground surface. Soil boring #3 found the original soil at elev.105.8 &the bottom of the rock bed at elev.106.6 leaving .8' of sand below the rock bed & a 1.9' separation from the bottom of the rock bed & redox features. Soil boring #4 found the original soil at elev.105.0 & the bottom of the rock bed at elev.106.4 leaving 1.4' of sand below the rock bed & a 2.5' separation from the bottom of the rock bed & redox features, This system is classified as non-compliant, failing to protect the ground water under Minnesota Chapter 7080 rules. To reparie the system to meet compliance, the rock bed & 4" to 6" of sand will need to be removed to elev. 106.1 & add new sand to elev. 107.8. This will leave 2' of sand below the rock bed as originally designed on 5-20-96. The material must be removed & replaced with a backhoe with minimum travel over the mound. Once the sand is replaced the 10' x 55' rock bed, distribution pipes, sandy loam & topsoil will need to be reconstructed. The existing tanks may be used if they are compliant. A tank entegrity report will need to be completed by a licensed pumper. All neighboring wells are greater than 100' away from the system. Ty;SYSTEM IS EOM PON ORONO COPY ���O��l�ANY aR£�SEALIDATES TIN�$� 1 03109/2010 01: 28 7634975011 SPTESTINGINC PAGE 03/13 Nothing other than gray water (laundry, showers, etc.) human waste &toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Recommend to divert iron filters out of the system, recommend to divert the water ?oftner also if diverting the iron filter. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower& chlorine agents may kill the bacteria needed to treat septic effluent, Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. Steven B, Schirmers 2 03/09/2010 01:28 7634975011 SPTESTINGINC PAGE 04/13 Min.l,esoka Pollution Compliance Inspection Control p n Form to Existing Subsurface Sewage Treatment Systems (SSTS) 520 Lafayette Road North S .Paul,MN 55155-9194 Doc Type;Compliance and Enforcement Instructions on page 7 Summary Form (Completed form must be submitted to the local unit of government within 15 days.) Parcel number: System status: 0 Compliant 0 Noncompliant For Local Tracking Purposes; ____ —— • (based on all compliance requirements) 1 Property Information — -- --, I Properly owner name(s): 1� 4 :�; _00)(►'►0 . . Property owner phone: 10_,(). .- y�4 - Zy4Property address: — tLC Property owner address(if dlrterenl); —i_•� O O — County:_..y�r1•-L+� �) � permitting aulhori —'— _— Date system constructed: ` tY ��'�'{ th prp —_ 1-)0 - q -— Reason for inspection: — - System Description - Brief system description: ,A•�0dtrl_y_�.,(01.4w i0d0 ��n Local permit'number: � �dZ7 �'�����'� u��`e' �''��h /ctrl gS �rpc,01, ,_ Number of bedrooms: „ t}:— Design flow rate; .(a p p Is the system: — In Shoreland area? 0 Yes i:a? No in Wellhead Protection Area? An U.S. Environmental Protection ❑ Yes i� No Agency(EPA)Class V Injection Well? System serving a Minnesota Department I0 Yes ll No of Heath(MDI-I)licensed facility? ❑ Yes si Na Compliance Status (Based on slate requlrenients-additional local requirements may also apply.) Based on the Information gathered and reported on attached forms, the compliance status of this system is(check one): ❑ Certificate of Compliance-valid until (3 years from dale of report): _ [111 Notice of Noncompliance-For Noncompliant systems •• The reason for honrvmpllance ls': I e V a t j This noncompliant system Is classified as Icheck one below101OkOS ^ ): 0 Imminent threat to public health&safety LJ)Failing to protect ground water 0 Not in compliance with operating permit. Certification I hereby certify that all the necessary information has been gathered to determine the compliance status of this system, No determination of future system performance has been nor can be made due to unknown conditions during system construction, possible abuse of the system, Inadequate maintenance, or future water usage. Name: .., -. 41.,\_.•13. , SGN), ..,5,,� — Certification number: G:7?,I _ Business license name and number: S-I' -CO, b — Name of local unit ''�)3a�. 11.1 \- _4�`�'L"L.. `1t4r-45,7-IAA.,or of government: nt: _ �\��• h- 5ignalure _ 1 , , �,,,—�---- ..—_ �.. Data: 3- 56,-P,.0)0 Required Attachments " P'I Hydraulic PerformanceTank Integrity E► Soil Boring Logs Soil Separation Operating Permit Form (if applicable) tii51 System drawing/As-built drawing 0 Any local requirements that are different from what is required on this form WI Other information (list): (�S, Upgrade Requirements (derived from Minn. Stat. § 115.65)An Imminent throat to public health and safely(ITFHS)must be upgraded, replaced,or its use discontinued within ten months of receipt of this notice or within a shorter period If required by local ordinance.If the system is failing to prefect ground weler,the system must be upgraded,replaced,or its use discontinued within the.time required by local ordinance.If an existing system Is not falling as defined In law,and lies at least Iwo feet of design soil separation,Then the system hood not be upgraded,repaired, replaced.or its use discontinued,notwithstanding any local ordinance that la more strict. This provision does not apply to systems In shoreland areas, Wellhead Protection Areas,or those used In connection with food,beverage, and lodging establishments as defined in law. www,pca.state.mn,u5 • 651-296.631111 1 800"657.3864 4 TTY 651.282.5332 or 800-657.3%4 ; i•. .��_ wq•wwists4.31 • 4110109 Available in alternative formats 03/09/2010 01:28 7634975011 SPTESTINGINC PAGE 05/13 Parcel number: • • • . _ •• _ System status: 0 Compliant Nit (as determined by this form) Noncompliant ' Hydraulic Performance and Other Compliance - Compliance Inspection Form for ExistingS. Compliance Issue #1 of 4 STS Date of observation; • o) Q Reason for observation: / This form expires upon next inspection or in three years,whichever occflrs first: Compliance questions/criteria: (Required) (Chec/t the ap�aropriate bbxJ Verification Method`: (Optional) Does the system discharge sewage to the0 Searched for surface outletoutlet(Check the appropriate box) _ground surface? 0 Yes No Does(lie system discharge sewage to drain I 0 Yes ❑ No 0 Performed hydraulic lest, Tile or surface waters? — ell Searched for seeping in yard RZI Does the system cause sewage backup � 0 Yes tL'I No• 0 Checked for backup Into dwelling or establishment? in home • I- — SLI Excessive ponding In soil system/D-boxes 110 Do other situations exist that have the : 0 Yes C'i; No potential to immediately and adversely ❑ I-lornoowner testimony impact or threaten public health or safely (electrical unsafe covers, etc,)? n Examined for surging in tank Anya " Black lollabove soil dispersal system hVO "yes"answer indicgtes that the system Is an imminent threat to public health and safety. f] System requires"emergency"pumping •Does the system pose a threat to ground ❑ l'eliormetl'dye test water for any conditions deemed non- • Yes is�J No Other �^ _ protective as determined by the inspector? _ "Yes"indicates that the system Is failing to protect ground water. If"yes'; describe the condition noted: No standard protocol exists. This llst is not exhaustive, in sequential order, nor does It Indicate which combinations are necessary to make this determination. • Certification This form Is to he completed and attached to the Summary Form of the Minnesota Pollution Control Agency's(MPGA) Compliance Inspection Form for Existing Subsurface Sewage Treatment Systems.'Observations,Interpretations, and conclusions must be completed by an Inspector. Completed Form must be submitled'to the local unit of government within 15 days. Property owner name(s): -M 4OWI erg. ' Property address: 40 U1. iq� L► 14,9 0%2J-36 Properly owner's address(If different): _ County: 1u °r'+�t Property - owner phone: Ie 1�L�,t,fr • I hereby certify that i personally made the observations, interpretations, and conclusions reported on this form and that they are correct. Name: ,,.\/_21__5-6, 51st•4011.• j, Certification number: Business license name and.number: -57 4.0,1./'�11�1�� L ty t 9 Name of loca.I knit of government: Signature: � -- j.w (r, Date: 3- - • • wwva.pca,state,mri,lis' •• 651.296-6300 • y 800-657.3.961-- TTY 651-28275332 or 800.657-3864 • Available in alternative formats wq-wwFsf54-31 - 4110/09 •`� 03/09/2010 01:28 7634975011 SPTESTINGINC PAGE 06/13 • Parcel number: status: System 5 ... _... __.,_�_._._.._.,.,....,_,. _ y ❑ Compliant PI Noncompliant • - (as determined by this form)• . Soil Separation Compliance and Other Compliance - Compliance Inspection Form for Existing SSTS Compliance Issue #3 of 4 Date of observation: J_' jE3 Reason for observation; This information on this form does not expire. Compliance questions(criterla: (Required) Verification Method"*: (Optional) ___ICheck the.appropriate box) (Check the appropriate box) For systems built prior to April 1, 1996,and not li! (attach boringlogs) Conducted soil observation(s) q ) located in Sl�oreland or Wellhead Protection Area or not serving a food, beverage or El Two previous verifications(attach boring logs) - lodging establishment; ❑ Other. _i'v10'S'� - �v_�1.,S inSt.CD Does the system have at least a two-foot , i i- LJ.__ vertical separation distance from periodically �' ,,t�_), J, �� .�g�C�-,► uJ saturated soil or bedrock? ❑Yes ❑No For non-performance systems built April 1, —'�- 1996,or later or for non-performance systems _ located In Shoreland or Wellhead Protection Soil observation does not expire. Previous obser,aliorrs Areas or serving a food, beverage or lodging by two independent parties are sufficient, unless site establishment: conditions have been altered. Does the system have a three-foot vertical separation distance from periodically saturated soil or bedrock?' _❑Yes L:if No For reduced separation distance systems'(i.e_, "performance"systems under old 7080,0179 or " May he reduced by up to 1 5 percent if allowed in local Type IV or V system under now 7080.2350 or ordinance. 7000.2400): "No standard protocol exists. This list is not exhaustive, Does the system meet the designed vertical in sequential order, nor does it Indicate which separation distance from periodically saturated combinations are necessary to make this soil or bedrock?' I]Yes 0 No determination. Any"no"answer Indicates that the system Is falling to protect ground water. • Certification This form is to be completed and attached to the Summary Form of the Minnesota Pollution Control Agency's(MPCA)Compliance Inspection Form for Existing Subsurface Sewage Treatment Systems. Observations, interpretations,and conclusions must be completed by an.Inspector or designer.Completed form must be submitted to the local unit of government within 15 days, Property owner name(s): v.;per,.e Property address: O Property owners address(II different): County: _.j- ' 4 Property owner phone: (.0.,$'1 - 444 •- 37,4‘71.• I hereby certify that I personally made the observations, interpretations, and conclusions reporfed on(his forth and that they are correct. • Name: ..,'S Nte.J1___Q_...tS 1___1�� . Certification number: (a a 7 Business license name and number -1,-{ -4y111�1ya ))1c_ � l • � or Name of local"nit of govern nt: Signature: Date: 3 —.act) wwwr.pca,state.mn_us • • 651.296=63100 • . 800-657.3864 • TTY 651-28Z-5332 or.t100;657-3864 • Available in alternative formats wq•wwisrs4.31 • 4/•10109 Pow,4afR 03/09/2010 01: 28 7634975011 SPTESTINGINC PAGE 07/13 • C 7.1.1 0 Q, -c\ z to '* ' .., s. .... ,p. ., r GS ` n /. Ix t a, ,n ` 1 1 s ti ; I Lelh . i _ 11\' - , . a, " tN 3' os� r v JD Y. c _.- N Vi 9 rtap p• qa tp N U, nTt In v e ()e �R\ v' ten, 7T oma' _ ( �i -c.- b .'o 1� • r. �5ro a AB'" // N 3ro . x c s .. �� v✓ � \ std a.- ,_, _ sz,,4,,,,,e,01., .., ;, r .,.: / . 7, vi. , E. cr 1 , / �' ' 1 . B , 0 �' __z ,' D. 1 _ Q I / I a a Vi I A . : al / .I a n7'Ept„c, ro ;.. s, 'g' 4 . , • i; -;. A, • , - •.,, 1 . 7a CO /: , i ,i i . ' � I 4._ . -... ! i .jam •P 1 .-1 I � 7,, - �� I; i I i A r• 03/09/2010 01: 28 7634975011 SPTESTINGINC PAGE 08/13 Jui '1-c_ •I 6 .....„/. . . 2 I -1_71. .fill M ' , . c ,,s1 .. o : 0. F . `�' ' I_ 13. -fir- 4. � ? . .--„i % c...1. g NI ..4 ? •- 8 1 a t? ' 01 -4 °- ' c 1 —z . ..) 1 P -rt. °. . e � p -- , P 7; _ ft\ i 1 . in • . a ti • . •• a b-:, 1,77 ..Z• g 4..... .5. a 7.1. :_4,-- n . . '0. f'.1 i P i'. r'''' - ro . ., ,4- .. - r, 1 . 5,- 1 , g ° a g tV!,` ,9,. E.. g 3, r L • T; .. *-4 Z It B • - _c 0 a. 4- n 5r- [s7 It? R. Ue .._... tri 5.r� if htpq u, Irl` CE-', N I�' , p �� . 1 ; I ; If Fr a. p9IV E '--, . • . . 11-,--kiu,Vkll - `)- ' . I• 81 -o . (lap,- • I' •i5"*fig lr O "A a L ? iio ( '- APi4 !ii ''r ' I .- rlt)::; • , . g kritAl. - ° — '1T1, • ‘;.10.r7.‘4'.;F'‘.',,aiiiga .' -.11111i;i.11-,..' • • 1, . al_ ' 4 g ; \'.% . . 1qFePp1.'':I• 1it.1tC'4.1,)' -.-.C., ' ' j• li...giE.1a. . �= . . 1 „.._ 1. ‘ t, t f r . 1 ti ,� :, �'x. cI,J •"I m -- ,( I:4%, ' . P 11 ' . sso i , . . , 'a it V. ,... .. ,s, 4 i3..11 to . i it I '' • , 1-1._ o_ ii . • 2FD •.-i .4. i° . - . c. .4.• . ,I, C:j 4 i (I) = � *n r • I cr7 .o N — 0 t .• • . _i_ .. . G ;1:- 1- ''i ©r ..) 14.., WI° I o ,pri t ir h � _ .a i 1.�� .§ . , Vii n G 1 ...D ,__ 0x/09/2010 01: 28 7634975011 SPTESTINGINC PAGE 09/13 MOUND DESIGN WORK SHEET (For Flows u to 1200 1.d A. Average Design FLOW A-1: tstlmaled Sewage Flows In Gallons per Day number at — Estimated (y,o o gpd (see figure A-1) bedrooms Class I Class II Class III Class IV or measured — x 1.5 (safety factor) _ — gpd 2 300 225 180 60% 3 450 300 218 of the 1'-0*I 4 600 375 256 values R. SEPTIC TANK Capacity 5 750 450 294 In the 6 900 525 332 Class I, a-- i oo 1J gallons (see figure. C-1) 7 1050 600 370 II, or Ill /C9(7Rnln.1 '�'r-I'n''A cul 1S07t. 4 1200 675 4108 columns. C. SOILS (refer to site evaluation) C•l: Septic Tnnk Cliwncllles(in Vllongt Num1. Depth to restricting layer = I. 0 Bcdrler of oolna MI11`aIact1.lrinld Ligllidccdispi with wilhdisposnl& feet Capacity garbngc disposal lift insillc 2. Depth of percolation tests = /, a . feet 2orless 750 1125 3. Texture /-1.-i r' t-L,1Rrw1 3 or 4 1000 1500 1500 5 or 6 1500 2250 2000 Percolation rate 3S. I mpi cfi-F,.,.-f.� , 7,6 or 9 2000 3000 3000 4000 4. Soil loading rate r LIS gpd/sqft (see figure D-33) 5. Percent land slope D. ROCK LAYER DIMENSIONS 1. Multiply average design flow (A) by 0.83 to obtain required rock layer area. .,�1 oo gpd x 0.83 sqft/gpd = 49 sqft ,4-112°'2, ,.<4,r-7 ,1 ' 2. Determine rock layer width = 0,83 sqft/gpd x linear Loading Rate (LLR 0.83 sqft/gpd x bz _gpd/sgft = /o ft Mound LLR 3. Length of rock layer = area width = S9 r, sqft (Di) i- /o ft (D2) = ii < 120 M P1 < 12 E. ROCK VOLUME > 120 MPI < 6 1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock _ ,'Li 9_ sqft x 1 ft = cult 2. Divide cuft by 27 cuft/cuyd to get cubic yards _ `'-1 2 cuft = 27 cuyd/cuft = D cuyd 3. Multiply cubic yards by 1.4 to get wei ht of rock in tons a o _cuyd x 1.4 ton/cuyd = d{ tons D-33: AbagrpLi on Width Sizing Tn,ble - J F. SEWAGE ABSORPTION WIDTH Pereulilion Me Londing ltnle In MlnuIen per Soil'Iexlurr (Inllonn nbeorpqun Inch per dny per Rnlin (MI'r) aqunre loot rosier Ilion 5 Cnnr•.,e Snnd 1.20 1.00 Medium Snnd Absorption width equals absorption ratio (See Figure D-33) L"ntnysnn_' ..I.50— times rock layer width (D2) . riny 0_w..__, bin li„�,�Snhtly.Lpnm _ZU 4 ,ISO— 1419_35Q Loom Q‘GO Z�00 JI 1n 45 W$1rConm (f.,(�i�Z.dp SIU of.1r'1 x O ft = ,U r r) ft 76 to 60 Slimly C.Iny — Iny Wong0.45 2.67 Silly tiny lmnm 61 lu 120 Silly Cloy 0.2.4 T,D0 Seedy Clny . Cr ny —lower ihnn 71 z -- - Synlem dnrlrned?inhere sons rum he ether en p7Rennnnen ��—, 03109/2010 01:28 7634975011 SPTESTINGINC PAGE 10/13 G. Mound Slope Width and Length <=1% land slope (landslope less than or equal to 1%) 1.. Absorption width (F) t,,,,9 ft . l ! u slopes�nHo_ ,..-2',,i?:;,-.,/: '2. Calculate mound size v, rrr i'��ri ,,,r, 't 1j1 NyI� fal l J .if I ,ir1''', -0�w,i•II' 3 .4' 1 I'� ', r,_. Pa.' a. Determine depth of clean sand fill — +.,�'t t';;r t,et.,en enol(�2� x !j;91v""'P::�1Oy�,l ) ;$R` I I 9''r,O. upslope edge of rock layer= 3 ft 4nP^rn lon(QRn) ,o n Q�■INc _ at minus the distance to restricting layer (C1) B°r'^W' M(Cr F or C2c) Roek yothcvn perm wiu,(G Icor c he) - 3 ft- A t7 ft= D., 0 ft Absorption wtvp, I b. Mound height at the upslope edge of rock u4 7c'' -, layer= depth of clean sand for separation (G2a) at upslope edge plus depth of rock layer (1 ft) plus depth of cover (1 ft) a-p ft + ift+ ift= 4'Q ft ; c. Berm width = upslope mound height (G2b) times 4 (4 is recommended, but could be 3-12) L ,o x4 = Ito ft • d. The total landscape width is the sum. of berm (G2c) width plus rock layer width (D2) plus berm Width (G2c): 1 eft+ 10 " ft + /Le ft = 3 L. ft e. Additional width necessary for absorption = absorption width (F) minus the landscape width ( 2d) 'A(••9 ft- 3 Z• ft= -5. 3 ft, if number is negative(<0)skip to g i f. Final berm width = additional width (G2e)plus the berm width (G2c) ft+ ft= ft u . Total mound width is the sum of berm width (G2f or G2c) plus rock layer width (D2) plus berm width (G2f or G2c): _Jjft+ /a ft +21e ft= - ft h. Total mound length is the sum of berm (G2f or G2c) plus rock layer length (03) plus berm (G2f Ipr G2c): Re ft + ,45`.. ft+ 1 ce ft = ? ft ! i. Setbacks from the rockbed are calculated as follows: the absorption width (F) minus the rock bed width (D2) divided by 2: ( _ ft- ft) +2 .,_ - ft I Li 1 I setbAck(G21) ft 1 r{�;•�„la;o•+;�-r <r•�e it. ;�,!t ,� .,,., I ;)JV'rr!lt'{v y' w': E y r t( 1.y q "WOO f .l ”+ hill•� IA ! r M:^4T:"� •N,a�.li ., �r; l�:).rfrl I'ai.^S 1cir,`I.r�;l.smtwirdih" :Oin'�rl'V:.`:•i; I ; `•q;' + ^�r Q :,Y �1p;,�F1:..:�dr�i\.t.�lfal�lf1'_'�J�+� MOOf,''i�'' 'warih"�` ly�i'1 •.i_:1•C(G2 or G2c) ,.;i.� •�.ou.•.1•,+..�>yaa:�s(;(y,�t RPR,11 ., s ;t1. 'e . r'�yF 0r+IGpiii' r:I�IKY1�14. � ff�' ft ':L„ �I�;'��, F Y f.,. • • , �I'I�UIr:''Ilil;Ff_�q,t�1'.V>. I:,t . ` •:'ll: ,•r �. �i'i' ,'. -'L.:' '�1;r`' +:1.�10,0(7,1P44 Fl<na1 D :f; ;,:Qo'•fl):&:1+i 1.,.r (' ;::', ':'' ,;.'.1;:'::':::!:••1'!::;1!;;��,.� + Oa .F•f(10" {,'(o Il'.�,aag'���0.[^7.a -" .erHs .',��� ,�n"w:y���((�2.�y. ��nsr::>.k...fCr�:e ...�a y �: Rork Ded �juQ'• �� 'berm Wiclthr�a lU Bern Wlgth, d° g:Mil 1 rFiAll '^ G2(or G2c`c��=•'�; 'a•� .v� Width D2 I ft s• G or G2c 2: � 1- Jt 67 . .='( ).,, n pd• f ( ) N.. ( ):yrl ("A don Wirth 11C f t 4:J!'1 ry a Q,ALength(D3) f '.ir �IS•I • —4 i I.) 07) ro gi ,'ILS r:• r. tm .o. �:n fin,J115..4'DU;,'dV:ftl;d��S1�716, �+� e ft 'Ti. i' FI .",�'1�:,�':•1�i`';." �:`�r�•':r.'' - '1 .; 'F�._���":Wk+l�I��j:.•rl'ti'r.'' 3 i C; r:�'I<.r "1: :� ';.•i Berm Width !'-'YI;1 ''�i�+.•rl +10? ,`;'' c gr,'ne ^�+7 ,'1I ,f- "•!r::il _ ::::4,-;,:,v,.,.,,..\j'r' .I:+c t l"! 'l{'. F � ',+(:;, '(G2f or G2c _ `.";' .� +?i�'�+.i:,; k:+ 1110,403/4155., 'I.';:::::' ;---i-id,--ft .i�:: ;�} �l'1, ix;'dl r f,''•`^ I,+I 11) •. p �11�1'r:^'�.+ riV"�Iln: I I.r:l r vi'+drl'.a rl rl;' i ,j, 0,".1:14*.": lw.' Ott ,o.T {:, ;M1(3. (' ,�:fni:Ais,;,`.It+f;.,r•.'�:' :Sb'1�'l �':�....y i y,lir��Qk�, ,,rriu��. )' (�yb •r'. I •s'•d, 1 Rt,si :�I?.: ;x.+. �..:�4_g4'h�`fil!'_:....1.11 fi'1)C: l:.T •:� �'!' •y'�'''�.(.I � �.:I 11.9 1��.I �`��C 1���.1 �FI� P�. v A' �•V`11F,, i , ,t f$¢a w?m�):Id i� i.:,lUi,iSfl(ip ;,9 ,+,ii'hl'1 d i lir r y Ibis]Length(02h) ft I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. jir ..... :::63...,1t,‘-1-------/ ' (signature) 3') W (license#) 3 �� ?a IJ,,, (datel i 03/09/2010 01:28 7634975011 SPTESTINGINC PAGE 11/13 PRESSURE DISTRIBUTION SYSTEM Geotexti1e fabric nd�si:ixii ., ria.. r 1. Select number of perforated laterals 3 _ 2:;• 2. Select perforation spacing= 3 ft '' .c.:. o „r04 I'¢rf Sizin$3/16"-1/4" 3. Since perforations should not be placed closer than 1 foot to Perf Spacing 1.5'-5' the edge of the rock layer(see diagram),subtract 2 feet from --I the rock layer length. E-4: Maximum allowable number of 1/4-inch perlorations S 5 ��� - per lateral to guarantee<10%discharge variation Rock layer length 2 ft = ..7ft perforation 4. Determine the number of spaces between perforations. sparing Divide the length(3)by perforation spacing(2) and round Meet} 1 inch 1,25 Inch 1.5 Inch I,01nch down to nearest whole number. ' 2.5 8 14 18 z8 Perforation spacing= S ft 3 ,ft= 1 ') spaces 3,0 8 13 17 26 5. Number of perforations is equal to one plus the number of 3'3 12 15 25 perforation spaces(4). Check figure E-4 to assure the number of' 4'0 7 1 15 23 perforations per lateral guarantees <10%discharge variation, 5.0 6 10 14 7 J'7 spaces + 1 = I. ie ,perforations/lateral E.6: Perforation Discharge to gpml 6. A. Total number of perforations = perforations per lateral (5) I times number of laterals (1) pertora'Ilon dlamet�r head Inches) f tlglf�"' • (feet) 3/16 7/32 1/4 le- perfs/lar x, tat= 4 perforations 1.00 0.42 0.560.74 B. Calculate the square footage per perforation. � Should be 6-1.0 sgft/perf. Does not apply to at-grades. 2 Ob 0.59 0.80 1,041 Rock bed area = rock width (ft) x rock length (ft) 5.0 0.94 1.26 1.651 /0 ft x .<S ft= g„(0 sqft a Ube 1,0 foot for single-famliy horns. Square foot per perforation =Rock bed area -number of penis (6) a ,loo ralai ror anvihlna el _, " sqft y S9' ,perfs= ID,7-- sqft/per[ ` MnNIroLO isicATEO AT IND or PRESMiRE OSTRMItTIoN I•'•/STEM 7. Determine required flow rate by multiplying the total number of perforations (G,A,) by flow per perforation(see figure E-6) a%-1 perfs x• 1'gpm/perfs i-1 U _ gpm 1 .. '44'- 8. 4'8. If laterals are connected to header pipe as shown on upper j ;-. Lf example, to select minimum required lateral diameter;enter .0* 0,,,,,,, • "'" figure E-•4 with perforation spacing (2) and ntmlber of perforations \ ''. per lateral (5) Select minimum diameter for perforated lateral= inches. urnuT nr renronnr�p rn�r r�,nru n,,,,, rncsa ma�nigoc i rckM.TO RAM.v, 1 9. If perforated lateral system is attached to manifold pipe near CE the center, lower diagram,perforated lateral length (3) and i" Ei "` F 5 W^`"°""r�N 5'� " [w r r,,,,u number of perforations per lateral (5)will be approximately one .,,,.,r,t,^v,,,,.,,, half of that in step 8. Using these values,select minimum rl diameter for perforated lateral = " _inches. lice Nr^�,./ Kin 'v"., I hereby certify that I have cgrnpleted this work in accordance with applicable ordinances, rules and laws. ``W" (signature) ' Zi.,Li (license#) _2,--, '{__.2..2.1 U (date) 03'f09/2010 01:28 7634975011 SPTESTINGINC PAGE 12f13 ' I PUMP SELECTION.PROCEDURE 1.1 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. A. Pressure distribution See pressure distribution work sheet F •om A or 13 Selected pump capacity: , o gpm 2. Determine pump head requirements: A Elevation difference between pump and point of discharge? sot treatment system 'r) feet &point of discharge B. Special head requirement? (See Figure at right-Special Head Requirements) . total .Ipe 'a !o•ri _feet lengi Inlet °'n'� ` � 2A.elevation C. Calculate Friction loss pipe j difference 1. Select pipe diameter_ 2a in2. Enter Figure E-9 with gpm(].A or B) and pipe diameter(C1). Read friction loss in feet per 100 feet from Figure E-9 r Special Head Requirements Friction Loss =_ .tr.''/ ft/100ft of pipe Gravity Distribution 0 ft 3. Determine total pipe length from pump discharge to soil treatment Pressure Distribution 5 ft discharge point. Estimate by adding 25 percent to pipe length for • fitting loss. Total pipe length times 1.25= equivalent pipe length `i feet x .1.25 = E-9: Friction Loss In Plastic Pipe I / 4e feet 4. Calculate total friction loss by multiplying friction loss (C2) Per 100 feel in ft/100 ft by the equivalent pipe length (C3)and divide b 100. nominal Y pipe diameter ft/1.00f1: l ) `rJ +1.00= . ft flow rate 1.5" 2" 3" gpm ' D. Total head required is the sum of elevation,difference (A),special 20 12.47 0.73 0.11 head requirements (8), and total friction loss (C4) 25 3.73 1,11 0.16 `7 ft+ "� ft+v _ft= 30 5.23 1.55 0.23 Total head: feet 35 6,96 2.06 0.30 - 8.91 � ' m .. ., .. ..�..,.�.�.- 40 2.64) 0.39 �„ m.a -.� 3. Pump selection 45 11.07 3.28 0.4a 50 13.46 3.99 0.58 A pump must be selected to deliver at least 40 55 4.76 0.70 gpm 60 5.60 0.82 (IA or 0)with at least feet of total head (21)) 65 6.48 0.95 .�. •• 70 7.44 1.09 I herby certify that I have conipl ted this work in accordance with applicable ordinances, rules and laws. i � s�gi'tature) 3 9 _(license 1) "7,Pa ( (date) 03/09/2010 01: 28 7634975011 SPTESTINGINC PAGE 13/13 mP TESTING INC. Steven B, Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX • (763) 497-5011 State License#394 LQGS_O_ES_O_ILILORMS. Masterpiece Homes, Inc. 40 Wear Lane No. Orono, Henn, Co., MN Borings completed on 3-1-10, with a hand bucket auger. ap_RINQNUMEMUL.NUMBEIev,106.0 - MOTTLED SOIL AT 14" - no standing water present in boring, 0 - 10" Topsoil dark brown loam 10YR 3/3 10" - 14" Brown clay loam 10YR 4/3 14" - 18" Brown clay loam 10YR 5/3 - distinct mottles 10YR 6/8 18" - 26" Pale brown clay loam 10YR 6/3 - distinct mottles 10YR 7/1, 10YR 6/8 Bc IALQ_NU_ EIev.105.1 - MOTTLED SOIL AT 14" - no standing water present in the boring. 0 - 8" Topsoil dark brown loam 10YR 3/3 - 14" Brown clay loam 10YR 5/3 14" - 18" Brown clay loam 10YR 5/3 - distinct mottles 10YR 7/1, 10YR 6/8 18" - 24" Pale brown clay loam 10YR 6/3 - distinct mottles 10YR 7/1, 10YR 6/8 B��RI�IG �IIIIIB ^ Elev.108.6 - through the mound. 0 - 14" Fill soil loam 14" -- 34" Fill soil medium sand 34" - 40" Original soil dark brown loam 10YR 3/3 _ORN _NUM E Elev.108.0 - through the mound. 0 - 14" Fill soil loam 14" - 36" Fill soil medium sand 36" - 42" Original soil dark brown loam 10YR 3/3 TE TIME CITY OF ORONO CALLED ser 6 INSPECTION NOTICE SCHEDULED /o -3--/D /o.'o D PERMIT NO.A9D/D-Q0.366 COMPLETED ADDRESS D (,Lipa-t tot /v OWNER TELEPHONE NO. 5/ ?ZS" Z//D CONTRACTOR Gem �' DESCRIPTION4� G %-1--ec-1----' W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ct ❑ POURED WALL D MECHANICAL RI ❑ LAKESHOREETLANDS y /W Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS • 0 FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL Q OWNERICONTRACTOR�TtO MEET YOU:_YES NO _ l COMMENTS: eP4- i (7 S Per 3---t 1 -5 -f-- ,1W ✓ a CC ` ,ca fr/11(01 1-64q c9., ,oto J cc 0 4. 0c c e 7ecAvA -Ld 0 (J-,- Q <-7-7) (�1 ,c)1A.1 'Pec9 , CC liW re .4 -5e -7/ GWORK SATISFACTORY:PROCEED ❑AOJECT COMPLETE CCW �❑CO RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O� BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. 6_7 234s White Copyllnspector's File Canary Copy/Site Notice