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Home My WebLink About1991-003944 - sewer/water replace PERMIT CITY OF ORONO PERMIT TYPE: 1335 Brown Rd. South • P.O. Box 66 i' ` ' Permit Number: `';EWER F4 WATER Crystal Bay, Minnesota 55323 Date Issued: 00 '344 (612) 473-7357 09/17/91 SITE ADDRESS: 580 ORCHARD PK RD LSV P. I .N. : 32-118-23-23-0004 DESCRIPTION: Sewer & Water Permit Type DRAINFLD " 4 TANK Sewer & Water Work Type REPLACE EXISTING REMARKS: FEE SUMMARY: CITY OF OT?ONO FINANCE OFFICE Base Fee $50. ��i y 1313300000 Surcharge 1-5Q nc200000N N 50.00r' # X50.51 i Total Fee " I CHECK 01 TL50.50 RECEIPT—THANK YOU #223950 0001 R01 T09:15 CONTRACTOR: OWNER: -- Applicant - � CARRUTHERS CONSUEL O - 580 ORCHARD PK RD 47-2 - 5—C3 ‘0 ORONO O MN 55356 THE UNDERSIGNED:SIGNED H `REBY REQUESTS RM MAKE 7* +=� {=`�..m;t} r I.'�:`��.i i�r,�; TO I ;r�F�::E THE REAL IMPROVEMENTS '.�F EC:I: ` 1 f AND AGREES Ti_t E. O ALL Wi,{i'1{'^•. IN STRICT WITH _.i , -:F COMPLIANCE 1+�d 1�-i 1-�fL_!._ 5_•1 I �'�' OF ORONO ORO I NAND ES AND STATE OF MINNESOTABU I LD I NG CODE REQUIREMENT:; . L_ (---ez)-2.sii a d° aeitet 0.---1224_,.14_, APPLICANT/PERMITEE SIGNATURE ISSUED BYSIGNATURE( : ��Aj•-- SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2 Permit Type & Fees (check one) New Construction, Full System $75 . 00 , Replace Existing System (1 or more new tanks & drainfield) $50 . 00. . . Partial Replacement (replace just tanks or just drainfield) $30 . 00. . . $0. 50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION *************************************************************************** NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Initial 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: Precast Concrete Other Manufacturer Tank Capacities: 1 ) gal. 2 ) gal. 3 ) gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature) ; system design requires gpm at feet of head. High water alarm make & model Outside electrical work to be completed by _installer electrician _other . Inside electrical work must be completed by electrician. C. Treatment System: Trenches : s.f. Mound Depth of rock below pipe " Rock bed dimensions _'x Drop Boxes Sand bed dimensions _'x Distribution Box Pressure Dist. Pipe Diam. Manifold Pipe Diam. 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, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. Signature of Applicant: (L-_,_ , 05. Date: 9 _/7q ( MPCA Certification No. : / APPLICATION FOR SEPTIC SYSTEM PERMIT �f�{ CITY OF ORONO . - _l Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 *************************************************************************** General Instructions: 1. You may apply for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4 . Permits will be issued only to contractors holding a City of Orono Septic System Installer' s License. 5 . All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 6. The following inspections will be required for all septic systems: a) Pre-installation site inspection to include inspector, installer, and general contractor. b) Tank installation prior to covering. c) Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content) , and again during pressure distribution piping installation in the rock bed. d) Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. *****************************************//********************************** JOB SITE ADDRESS: •• .F67 Occupancy Type: Residential t/ Commercial Other Owner' s Name: Pity? 5,�e�� ( �01/./ Phone: �'Z3 ,5:5-3 7 Mailing Address: J �O o,,cha�,,ei )*,,a( City: 10,16/y7p Zip: ,.5-7S'3f6 Septic Contractor' s Name: fl—O 1s, Bus. Phone: Mailing Address: �' o 1� - City: Zip: 55 3 ) *********************; *****I** ******************************************** - over - SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2 Permit Type & Fees (check one) New Construction, Full System $75 . 00 2CReplace Existing System (1 or more new tanks & drainfield) $50. 00. . . Partial Replacement (replace just tanks or just drainfield) $30 . 00 . . . $0.50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION *************************************************************************** NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Initial 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: Precast Concrete Other Manufacturer Tank Capacities: 1) gal. 2 ) gal. 3 ) gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature) ; system design requires gpm at feet of head. High water alarm make & model Outside electrical work to be completed by _installer electrician other . Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions _'x Drop Boxes Sand bed dimensions _'x Distribution Box Pressure Dist. Pipe Diam. Manifold Pipe Diam. " 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, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. Signature of Applicant: ( ,-�5_,,,.g,-, ,deco Date: g -/-/ -y MPCA' Certification No. : / " 1 APPLICATION FOR SEPTIC SYSTEM PERMIT / ci (./%4 �. r . CITY OF ORONO Box 66 (1335 So Brown Rd) .Crystal Bay, MN 55323 *************************************************************************** General Instructions: 1. You may apply for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4 . Permits will be issued only to contractors holding a City of Orono Septic System Installer' s License. 5. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 6. The following inspections will be required for all septic systems: a) Pre-installation site inspection to include inspector, installer, and general contractor. b) Tank installation prior to covering. c) Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content) , and again during pressure distribution piping installation in the rock bed. d) Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. *************************************************************************** JOB SITE ADDRESS: 80 d24 C,,G.i ' Occupancy Type: Residential - Commercial Other Owner's Name: � 5 ,,.Y0 [/"G'�!Z / . Phone: 4 z 3 ,..57.3-3 7 Mailing Address: J �O C)Ocha,,,LJ ?'i� City: 01.ale Zip: , S-3.. g Septic Contractor' s Name: &__.;/1---,01 SS Bus. Phone: Mailing Address: S?N �� o1 �l1 - City: Zip: <53 13 ********************* *************************************************** - over - CITY OF ORONO Permit SEPTIC SYSTEM APPROVAL Fee $ stx�' tri f Entered By The General Contractor will be given a copy of this report and is responsible for its distribution to all AS APPROVED UNLESSTHISSHEETtISSATTACCHEDC SYSTEM DESIGN IS NOT CONSIDERED LOCATION: $yk PHONE: GENERAL CONTRACTOR: PHONE: SEPTIC CONTRACTOR://'�� OWNER: ie (1 PHONE: 3 SCan-nrjThe�5 ■ APPROVED ONDITIONALLY APPROVED: (Note Changes Below) COMMENTS: L si h ayy-j //fee Aediejan,S_, rrems i;,- a 'k on ly fkJo yn_s-� hekiekier 3B.R. NOTICE TO lans and approval of INSTALLERS: Inspector (473 7357)5 Call forto the pproved iinspe tions 24 hourspinsadvance have prior PP NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites MUST be protected prior to and after system installation to avoid compaction of the natural soil. ALL DRAI1FIELD AREAS MUST BE FLS?® OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You could be held liable for damaging sites on neighboring lots. VEHICULAR TRAFFIC CAN CAUSE SOIL COMPACTION, RENDERING DRAINFIELD SITES UNUSABLE. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. 92 le Date Approved By• "CI y of Orono r Licensed Septic Contractors in the City of Orono. 5/91 Clover Hill Company, Inc. **Elmer J. Peterson Co. Rt. 1, Box 372A Rt. 2, Box 226 Waverly, MN 55390 Delano, MN 55328 658-4834 471-8151 Coppin Plumbing Quickway Excavating 2300 Chateau La. Rt. 3, Box 3 Mound, MN 55364 Rockford, MN 55373 472-2316 477-5077 **Don' s Backhoe & Excavating ** uian' s10eServices, Inc. 3660 11585 110th StreetHwy. S. Cologne, MN 55322 Wayzata, MN 55391 466-5959 473-4300 Hayes Excavating Thompson Plumbing Rt. 1, Box 202 15001 Minnetonka Industrial Road Montrose, MN 55363 Minnetonka, MN 55343 972-3521 933-7717 Jerry Johnson Excavating Volkenant & Sons, Inc. 2445 Morningside Rd. 1030 County Road 83 Long Lake, MN 55356 Maple Plain, MN 55359 473-4361 479-1547 ** McCarty Water & Waste Widmer Brothers, Inc. 6250 Wayzata Blvd. W. P.O. Box 219 Maple Plain, MN 55359 St. Bonifacius, MN 55375 479-4343 446-1495 Patnode Brothers 16551 Lake ridge Road Mapple Grove, MN 55369 420-3793 **State Licensed Septic Pumpers S-P TESTING, INC. 951 KATYDID LANE ST. MICHAEL, MN 55376 • 497-3566 STEVE SHIRMERS June 30, 1988 • Connie Carruthers 580 Orchard Park Rd. Orono, Henn. Co. , MN • This system is designed for a Type 1, Two bedroom home and in accordance with the Minnesota Pol.utibn Control Agency standards WPC 40 and local ordinances . The soils on this site are typical of SCS soils mapped - ErC2 - Erin clay loam. A seasonally high water table was -located at 12" , 20" , & 22" , (mottling) . . This site has an existing failing system which outlet to the surface in a low area south of the house. Due to the strong clay soils & high seasonally high water table, a pressurized mound system will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth .of 12" & 18" have. a percolation rate averaging 13. 7 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the treatment area . ; The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand :fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (Mercury floats are a good method) . All neighboring wells are located more than 100 ' away from the proposed treatment area. • Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. • With proper installation 'and maintenance, this system should have no problem in treating septic effluent effectively. It is recommended that the septic tanks be pumped every 2 years. Soil and Percolation Tests S-tA „ • &fi,„.. , Septic System Design Steven B. Schirmers C:$S SBS/ds , . .CERTIFICATION # 00627 Logs of Soil Borings Location .r Project Connie Carruthers, 580 Orchard Park Rd. , Orono Borings made by S-P Testing, Inc. Steve Schirmers Date 6-28-88 Classifiction System: . AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 102. 9 feet Surface elevation 103.7 0 - 0 - Topsoil dark gray loam Topsoil dark gray brown 0 - 8" loam 0 - 10 1' -mottling 1 - Gray brown loam 1 - Brown strong clay loam 10" - 1' 8"-mottling 8" . - 1-1/2' 2 - Gray brown clay loam 2 - Olive brown clay ' 1 ' 8" - 2' 4" loam to loam Rusty gray brown loam 3 - -3 - 1-1/2 ' - 3 ' 2 ' 4" - 3 ' 4" • Rusty gray brown 4 - 4 - ' strong loam • Olive brown loam • 3 ' 4" - 4 ' 10" 5 - 5 - Rusty olive brown loam 6 - 4 ' 10" - 6 - 3 ' - 6 ' 7 - 7 - 8 - 8 • End of boring at ' 6' feet. End of boring at 6' feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours after boring: hours after boring. Not present in hole X Not present in hole X Mottled soil: Mottled soil : Observed at l' R" feet of depth. Observed at 11 feet of depth. Not present in hole Not present in hole • Comments : Comments : CERTIFICATION # 00627. Logs of Soil Borings Location or Project Connie Carruthers, 580 Orchard Park Rd. , Orono Borings made by S-P Testing, Inc. Steve Schirmers _ Date 6-28-88 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : •Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 103.9 feet Surface elevation 0 - 0 - Topsoil dark gray loam 0 - 10" 1 - Gray10" - 1' 2" bronam 1 Brown1 ' 2" - 1' 8" claloam 1 ' 10"-mottling Brown clay 2 - 2 - 1' 8" - 2 ' 2"loam-strong • • Olive brown loam 3 - 3 - • 2 ' 2 - 3 ' 10" 4 - 4 - Olive gray silty 5 - ' loam 5 - •6 - 3 ' 10" - 6' 6 - 7 - 7 - 8 - 8 - End of boring at : 6 ' feet. End of boring at feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, • hours 'after boring. hours after boring. Not present in hole X Not present in hole • • Mottled soil : Mottled soil : Observed at 1' 10"feet of depth. Observed at feet of depth. , Not present in hole Not present in hole • Comments : Comments : • CERT..4#0-0627 • PERCOLATION TEST DATA SHEET •S—P Testing, Inc. 6--29-88 10:54 `'m' Percolation test readings made by on_ starting at p.m. IJo�rl Test hole location_5 80 Orchard Park Rd. r Ori number 1 ,Date hole was prepared 6-28-88 Depth of hole bottom.. 18 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches . Soil texture • 0 — 10" Topsoil dark gray loam 10" — 18" Gray brown loam • Knife Method of scratching sidewall Depth of gravel in bottom of hole 2 inches 6-28-88 1:30 .m. 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon ,Maximum water depth above hole bottom during test 6 inches Time Percolation Time interval; Measurement, Drop in water rate, Remarks minutes, inches level,inches minutes per inch 10 : 44 prefill 6 10:54 11: 24 " 3-5/8 8.3 30 min 11: 29 11 :59 3-3/8 8.9 " " 12:00 12: 30 3-1/4 9. 2 " • • - I Percolation rate =_8.8 minutes per inch. • CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test readings made by S—P Testing, Inc. on 6-29-88 _starting at 10 :55 �.m. Test hole location_ 580 Oreha rd Park Rd.Oror�ole number 2 ,Date hole was prepared 6—2 8—8 8 • Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: • Depth, inches Soil texture • 0 — R" Topsoi1 dark gray brown loam 8" — 12" Brown strong clay loam Method of scratching sidewall Knife '2 Depth of gravel in bottom of hole inches 6-28-88 ]D 3 m 12 Date and hour of initial water filling ept of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours. Automatic siphon • ,Maximum water depth above hole bottom during test 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 10 : 44 prefill 6 10 :55 11: 25 1-9/16 19 . 2 30 min 11: 28 11:58 . 1-1/2 20.0 " " 12 : 01 12:31 n • . 19 Percolation rate =_ ' minutes per inch. CERT.#00627 • . PERCOLATION TEST DATA SHEET S—P Testing, Inc. a.m. 6-29-88 10:56 Percolation test readings made by o" starting at �rTT. faatel Test hole locatiort_5 8 0 Orchard Park Rd. , 0#pmclumber 3 , Date hole was prepared 6-28-88 Depth of hole bottom 18 inches,Diameter of hole 6 inches Soil data from test hole: • Depth, inches Soil texture 0 — 10" . Topsoil dark gray loam 10" — 14" Gray brown loam 14" — 18" Brown clay loam Method of scratching sidewall Knife . Depth of gravel in bottom of hole 2 inches 6-28-88 1: 30p.m. 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon ,Maximum water depth above hole bottom during test 6 , inches Time • Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per 1 inch 10: 44 - prefill 6 10 : 56 11: 26 It2-11/16 12.3 30 min 11: 27 11:57. I, 2-3/8 12. 6 re " 11 11 111 12 : 02 12:32 If " • T . . • s. I . Percolation rate =_ 12•5 minutes per inch. i . ......at " e._ ...................... §I /o2.5:7 -A- ::: .. N /02.r iV /0',:f ice s 3o' H Z X Sil PPLO( ti /92.9 {� 1 n \J sip,/c TAR �' /L _p tom.. - . - - /4A4P° . \/3- . . .. - - .. -II W. Aa0✓E.d �.+GE �A�r5 �' to/.Ly, "aid_ 4e vero VC-y7 (ogrvPoS..1" /O�', ' / TBM 7 r ‘7:/ ).., / X it, I Inn' . 1co .9 \63� Haos E b M�.r?-� l i /4 s'o't ....__)1k----....i., rev.-::-�T \� I '0 9 / %%/> • IoSo i� /a2.7 pOTN?-�'L�S'*_.:1.'C�V-1-1"-r) .p �) 3o, tQ-/ 3_o'___,1k) I _m01 _ L31.i �\ rl ELE V.. TOP of C. C. v. 1 2IoG/( FOR IloL'SE S.') . O 99,0* • O •a 04 /OM,. A- C....., P o cRECK U$t0.=A4Rocle • U rli./r/ES II 0 V v FL I v e. • /23' 4-5" oftf•I‘ 77' h + 3'1 ARE EISKrEP A/3.CFORQ�p/It.' ,FrE�~conFsraLicTic.vr�Ef- l -r . " Z O,QcN.4/cb PAEK /fGIio PROPERTY OE:Gon/R!/F cAe•ev77 5 TBM /s , ,, of w�� ,9' 6Per Borings Scale: /1"= yap 5oi 6-86 02G41,414D PAR k AOR l7 A,ea,F G,edv.uD 6L E v.- /0 O•o ®Bench Mark C, /Ii , /4N. /l/FN N. Go. • _ Note: This system is to be constructed to meet the Minnesota Pollution Control Agency ' ,,? S-P TEST/NG IN . Standards -W v Y4o0& Local Ordinance Designed By- •• Date:1 6±Q/ PH.612-497-3566 a I . . . i , . • • . . _ _ .s� _ _ 5 t.-1'SaPoo. �} X3,5' . L_.y 3�0 SET- BACKS 1 1 io' 4, 1 HOUSE System must be: - • Tonk o' from property lines X - 5-.-.. ...e_.--(1c,1,-.1 c2,A S A L t.,..)\•0-‘*-Nat _al' from welts . from b'dgs. • -"wM,; Treatment area ='from Jokes,. streams. w *'°S Treatment area 2..Q.,' from property lines NOTE:Power supply and switches must be located in a MP-Not-CS veiny. �7S'from wells weather proof enclosure outside the pumping chamber and manhole - eaceFitL 2o'from bldgs. t- -, 'from treesy SOIL BORING ELEVATIONS _Orrin. 1 am • • I a . r TH. I EL.-2249. I dna.su I -� TH�2 EL.-103.2 Tank I— I :r� grade %TH+3 EL:X03 Tank I PRESSURE DISTRIBUTION MOUND SYSTEM Drop to TankI [ , TH;'4 cL- I '�Pumping • Min. I"toe' - TH'5 EL.-____ e Max.I to 4 4- r..-��GP -TAU`c SNA'ALLo r_.I,_) ELEVATION at PROPOSED PUMPING Chamber CHAMBER-"7-12c>. 4"to edict.pipe fo_P_ - bL.oc.V- A-PP-t?-on( _g9.0 SYSTEM DESIGN -MOUND TYPE-:, BEDROOM , Average percolation rate 13•'0 min./inch (design.83 sq.ft treatment area per gal. of doily sewage flow) _ 141 UgaI./day x.83sq.ft/gol.3 ?'4 sq.ft.of treatment area +10% = 410 sq.ft. (= 10ft.width=4 / ft.length of bed area+side slope run.... to I x height= ..ft.x_ a ft.lawn•area needed) . Geon rock needed- y IL)sq.ft.treatment area x h Os depth of rock=�cu.ft-27=11--cu.yds,(3/4"to 21/i'dia. ,includes 2"of rock above pipe) Clean sand fill below rock needed I')O cu.yds. opprox. , andy loom bock fill..L2a.yds.approx., topsoil 6" Sc, cu.yd, A uc•--. s•a�-' ____ J.S J �PrFi�C'11� 19 -Cc. Aon �.o% ^Co -rotsu `� cost ‘ g�_L,a�.�Q_.s sS-_4z,is- c� ��ct�;] Number of tanks required r ., 1st tank/DDOgol. ,2nd tank/6 DQgol.miniruns PLS•:. v1.4.-+-%P%►i � ,a",.:.c-�- Pumping chamber capacity- 257/0 of doily sewage flow of 4So gal.= I I a gal:+reserve storage of got./bedroom=a, 0 got.+pipe bock drainage— PROPERTY OF: c_61Al-ails- €.-x V144-4 14Ste.c . of 1 `d gal./1001in.ft.of._a:dia. supply pipe, lin.ft.needed OS, 2_2go1.+manifold I Kgol./10Olin.ft of udio.pipe,ln.ftneeded..L0._ , a gal. Slec) o -11lD PPR-V-- ?t • total capacity needed /401 gal.(plus area for pump) I..,-,,t_ r,,.,-,, /DoD O I-c f_ OV-01-1 0 VI Ni . 14 ?..l1...1 CO Distribution pipedio. , I I`) .lin ft., ��4.*dia. perforations 3!o"apart Pump size �Z-hp. (pumpoble capacity ISS'gal. 4 cycles/day) u``c-=v ' r-a u._ <: �c-•:. •v_l s - Jr -(-0 A7-1,C_ 3 I g,l , ,-,. I $-P TEST// ( Note : When constructing bed -.- , this area should be shaped Note: Distance from treatment orea to lneighboring wens— i Designed 9y: (� %rte _. to divert run-off from entering treatment area. /... F--SA--1V42- 'TVkA)4 160 ; Dote :6/at4 t, PH. 612-497-3566 • . • 1 . . • �.-(ot ofr 1 3.$ F., ..ibA4y,7§S 3 .(o, • 1:3's4uo....3s„If Lo 3.S ' • , , _ _ • SET- BACKS I '•f /o 1 I . - - . - HOUSE. - - - . . . System must be: • • . - . - - - - . - - . . - - - - - . . • . Tonk ?.Q' from property lines • X- S•_L-r,'1 r, 1 Z,1),St4L w\o-fYr • - • •• •• .2' from wells . • • a.o from b'dgs. - D flys. - Treatment area _--z:.frorn takes , .. streams a uv ua►aos • Treatment Oreo ao from property lines NOTE:Power supply and switches must be located in a MIEN HeicS Treatment e, �from wells weather proof enclosure outside the pumping chamber and manhole tiacrF"`- O 'from bags. t • t- -, Air' �'from trees SOIL BORING ELEVATIONS 1 , 1 r - i.: . ctP- • 1 ao min. tr- TH. I EL.-toa.q - _u I ` grade 3 o TH:2 EL.-.Lela') , . — /o TH r3 EL:103.9 lank Tonk Drop to Tank. ' Pump!ng MOUND SYSTEM I PRESSURE DISTRIBUTION TH,»4 EL.--,_- Min. I"to 8' � TH..5 EL.- * Mox.lilto4' # r•- -- --'? "1-1 )3Y- SNA`.L-ovJELEVATION of PROPOSED PUMPING Chamber CHAMBER- 93.0>~vp. Auto 6 dia.pipe "roP_QF— .K--141:ee0,4 , qq.o SYSTEM DESIGN -MOUND . TYPE- .., .s_ BEDROOM , Average percolation rate 13.') min./inch (design.83 sq.ft treatment area per got. of daily sewoge flow) . -0-Q71l./day x.83sq.ft/got. '- .sq.ft.of treatment area +I0% ar) sq.ft. (- IOft.width=�_ft length of bed area+side slope run.oto I x `�height=2•_-„LLft.x •f�I ft.lawn•area needed) Clean rock needed- ,R13>sq.ft.treatment area x /•o. depth of rock- .(i5(e• cu.ft : 2,7::_14..._. (3/4 to 2I/2 dia. ,includes 21 of rock above pipe) .. Clean sand fill below rock needed 1 CuLI .yds. approx. , sandy loam bock fill "1 e i yds-.approx., topsoil 6''_�cu.yd. Avg• >�)h vc_�T1a - I •S - -- _- �trcc oc-ni• r0� -to Fav o ,o -c-c) -roe sow_(-0.gc. o.g � .f.ti . .�i-wQ- ��_.�-5 _4��> • Number of tanks required__a__, 1st tank ALL o gal. ,2nd conk/00 0 gal.mint-runs Ft.L\ F w��,r 1 p 4- *+•»N'c K- Pumpiingg chamber capacity- 25% of doily sewage flow of 3OOgo1.=7)gal.+reserve storage of Sg:5gol./bedroom=.O gal.+pipe bock drainage—PROPERTY OF: L01-\T-1\E- Lrig eTN of. 1gal./IOOlin.ft.of a "dia. supply pipe, lin.ft.needed 3°., $'_gal manifold . r. go!./lOOlin.ftof=*dia.pipe,In.ftneeded _•. , gal. 54Sa oY-c.-HAPW---- r2-tXl•,D total capacity neededy t L gal.(plus area for pump) :,.,,, r,,,, '1 :<O o e.1,c.,f_ O i••10 t.1 D N•1)•-1 . 14 ti\1-1 - 41)•• • Distribution pipe.[ diar) t ,tn.ft.,. 1/9 dia. perforations opart- . , Pump size 2hp ( obl -capocitgal. 4 yes/day) u - ' %- -u- t vt s a1.o c1/ m, . S-P TEST/NG /if . . . -. Note : When constructing bed - , this Oreo should be shaped Note: Dtstonce from treotment oreo to neighboring wells— Designed B l • . to divert run-off from entering treatment Oreo. L'1� � A 1J /0 O ' i g y Dote :c/ad-* PH. 612-497-3566 DATE ay/ TIME CITY NO CALLED INSPECTION NO C SCHEDULED PERMIT NO. COMPLETED ADDRESS 5C3 C3/k`Yd l4rk OWNER 670r '/J !ii. CONTR._,4 artr c,- TELEPHONE NO. 52• DESCRIPTION A- W 01 FOOTING kOiY1 MECHANTRI 16 WELL TEST PUMP C02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT • 09 PLUMBING RI ( ;SEPTIC INSTALL. 22 FOLLOW-UP v• 10 PLUMBING FINAL arr,►� Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: a O'i rkt e r �� cc �I e cc a cc R 0 14/ RK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY Q 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 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.473-7357 Owner/Contract• •: inspector: White Copy/inspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN '/ INSPECTION NOTJgw SCHEDULED /8-5"' PERMIT NO. S MPLETE, ADDRESS &() • Zd OWNER ii' Li d CONTR. TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL • 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO-SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO-FINAL 27 SEPTI 21 COMPLAINT i09 PLUMBING RI 15 SEPTIC IN 22 FOLLOW-UP 10 PLUMBING FINAL 23 I NAL OWNER/CONTRACTOR TO MEET TYYOU:_YES_NO /i • COMMENTS: (0-2);l /9Cq3/A111°/1 Itl\ Q. CCr h�d Aa/"Se- —C47s1) CC 14.W cc 5• 41/ORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 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.473-7357 Owner/Contractor n ite• Inspector. White Copy/Inspectors File Canary Copy/Site Notice DATE 411z*Ar:rdzit), CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED /1 • PERMIT NO. //COMPLETED ;aft Z, d ADDRESS u J ,J • OWNER yciz,____5±/12 _ efT CONTR. fie TELEPHONE NO. Ark-GMK Pe, LU▪ 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING CO 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS ✓ 07 DEMO—FINAL 27 SEPT T. 21 COMPLAINT 09 PLUMBING RI 22 FOLLOW-UP v• 10 PLUMBING FINAL 23 SEPT' INAL Z▪ OWNER/CONTRACTOR TO MEET YOU: YES_NO Co COMMENTS: •LIJ -'.. (/;./14) .- ./7.ni 0 Q. O — /UG cc /?�bCC G/ h 4-'. �Or ../- „A. O .rtee:&- 7 1a W cc Q 2 W z W W CO4WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 6,00 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.473-7357 Owner/Contra , ;,, site: Inspector �� c, White Copy/Inspector's File Canary Copy/Site Notice