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Home My WebLink About2004-P08021 - septic �, PERMIT �.ITY OF ORONO � 2750 Kelley Parkway- PO Box 66 Permit Number: Poso2i C .rystal Bay, Minnesota 55323 Permit Type: Septic (9�2} 249-4600 Date Issued: loiii2ooa SITE ADDRESS: 3640 Jacobs Mill Rd I.ong Lake,MN 55356 P I D: 3 2-118-23-24-0010 DESCRIPTION: Proposed Use: Residenrial Perxnit Class: General Pernut Type: Septic Pernut Sub-type(s): New Sepric System DETAILS: Approved per resolution#: Separate pemuts required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: RC Grading&Excavating,�nc. OWNER: Matt Vanslooten P.O.Box 24 3640 Jacobs Mill Rd Albertville,MN 55301 Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. , - /r(. LICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE � Conies: 1-File(Siunitures Repuired),1-At�nlicant, 1-Monthlv Revorts, 1-Assessin�, 1-Finance Page 1 �'w CITY OF ORONO SEPTIC SYST'EM PERNIIT APPLICATION Boa 66 (2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS � I� J ��QS '"'�� '�"4 Occupancy Type: Residential_� Commercial Other Permit Type: New or Replacement System $100.00 �` �00. 00 Repair Eaisting System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees . * See fee schedule for non-residential permit fees Owner's Name: f�'rq � VAN �IaG�r� Phone Number: Mailing Address: 3��(0 r►cc�S NA�cc I�d. City: d+�Na Zip: Contractor's Name: (ZC Graa iNq4 EX�'Gua��„� ��'�• Phone Number: 7L3-y9'7-I'72y Mailing Address: P�• C3oX 2�f � City:i416ov�v,� t Zip: 5530/ *** DO NOT MAII�PAYMENT WTTH THIS APPLICATION*** GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit cazd is on the job site. 2. Permits will be issued only to contractors holc�ing a Minnesota.Pollution Control Agency(MPCA) Septic System Installers License. 3. 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. 4. 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 requued 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 stations (where required) components are functional and comply with codes. � 5. Individual holding MPCA Installers License shall be present during all inspections. A 24-hour notice is required for all inspections. � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. 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: �C Precast Concrete Other Manufacturer Tank Capacities: 1) l3ad �aL 2) l 30o g� 3� �3 ao �� B. Pump Station(if required) Pump make&model �E'OS (attach pump curve& literature); system design require; y�.lo gpm at I 8 .9 feet of head. High water alarm make&model . Outside electrical work to be completed b�- installer X electrician other. C. Treatment System: Trenches: s.f. X Mound Depth of rock below pipe " Rock bed dimensions /b ' x �'3 ' Drop Boxes Sand bed d'unensions'1'1•�'' x 87 ' Distribution Box Pressure Dist. Pipe Diam. � " Manifold Pipe Diam. oZ " D. Final Cover/Topsoil to be: x bonowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for��uance of a septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies that 1 stat ts made on this application aze complete,true and conect. SignatureofApplicant Date: ��~��y MPCA License No. +� 3�� StaffReview: Approval Denial Reviewer: Date• Reason for DeniaL• ' SEPTIC SYSTEM APPROVAL _ .� 0,�. ��on� C � �y O O C ITY of ORONO � � lC� Municipal Offices ti Street Address: Mailing Address: ��'9 4'�G 2 0 Kelle Parkwa P. . B x kEBH� 75 y y 0 0 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Van Slooten Phone (Home) (Work) Address 3640 Jacobs Mill Rd City Orono State MN Zip Site Evaluator Bernie Miller State License # 1921 Phone# 320-398-2705 Type of Establishment: Single Family X Multi Family Commercial Est. Gallons Per Day 750 No. Potential Bedrooms 5 Slope: 4% Depth of Sand: Upslope: 2 feet Downslope: 2.4 Soil Sizing Factor 0.83 Perc Rates P-1 26 P-2 22 P-3 19 P-4 P-6 P-7 Restricting Layer Depth B-1 18" B-2 9" B-3 8" B-4 16" B-5 20" B-6 18" B-7 13" Type of Treatment System: Standard X Alternative Other Performance Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/ Lift Pressurized Bed System Holding Tank W/ Alarm Septic Tank Size 1300 # of Tanks 2 Lift Tank Size 1300 Pump Brand GPM 46.6 Head 19 Treatment System: Minimum Square Feet with 9 inches of rock below pipe Bed (1Ox63) Mound Treatment Area 45*87 THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED 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 the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED X DENIED By the City of Orono subject to existing regulations and the following conditions: 1) 1.5' soil on top of mound, 1' soil on sides of mound. 2) Sand placement must follow design. 3) An effluent filter is required. 4) Alarm must be placed inside house. 5) Fence off both sites prior to house construction. � � `�� '��G�4�-c ��-Qr.� g �� c., � `—.... �" I Y• Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us r � . 1�� 1 i ` �� SEPTIC SYSTEM SITE PLAN ��6�� () "� ��c �� .:1� ��. Prepared For: Robert Fitch Construction (Van Slooten Residence) Prepared By: Miller's Sewage Treatment Solutions A Division of WRM Services,Inc. 9075155th Street Kimball, MN 55353 July 28,2004 �------------------------------------------------------------------------------------� � � i � � I I � 1 � � I � I ( I � 1 � HYDRAULIC PROFILE ; � , � , , , � , � , � , � , � , � � � , i 82.3t i � 83.Of � i 10'+ i � ____ -_-_ � .. .. ._.._.._ .._.._. .._.._.. � ._.._.. ._.._.._.. ._.._.._. ._.._.._.. � --- ---- ------=-=---=-------- � � _ _ _ _-"______________________ � � 81.Ot ,1300 �� .. .. .._...._.._.._.._.._ i i Q°�°" bpp�SAon I $erytiC TeNC �T� �T� Line is to be laid to provide drain—back j � after pump shuts off � I � i 74.Ot j I � j NOTE: AN EFFLUENT F�LTER MUST BE INSTALLED IN � � THE OUTLET OF THE LAST SEPTIC TANK. � � � � � � � � � � � � � � t � � � � i NOTE� i jElevations are approximate and may need to be � I_ ad justed in the field. � � I I 1 ' I I �r-------------------------------------------------------------------------------------� , � � Mound Design Worksheet (For flows up to 1200 gpd) All boxed�angles must be entered,the nast will be calculated. q�1:6in�d Sewope RoNi in Gdan Per DaU A FLOW Estimated 750 9pd(see 69we A-1) ' era or measured 0 x 1.5(safety factor)= 0 gpd be�ioar� U�s I C�s q Qa�s pl C�N 2 300 225 180 60l6 B. SEPTIC TANK LIQUID VOLUMES 3 450 300 218 of ihe Septic tank capacity 2-1300 galbns(see frgure G1) 5 750 450 294 n�e C. SOILS(Site evaluatia►data) 6 900 525 332 G�ss l 1. Dep1h bo restriding layer= 1 feet 7 1050 b00 370 1,a� 2. Deptl�of peroolation tests= ��S 8 1200 675 !08 cdm�a. 3. Texture Silt loam 4. Soil loading rate(see F'gure D-33 0.6 gpol ft� Percdation rate 31 to 45 MPl 5. %Land Slope 4 % o-a�: Absorptlon Wldth Sf�t�Tabk Pacol�tiam Rate Lo�R�te i��pa 5oi1 Textore Gtbm �oa C-1: Sc k Tank C tks op�l � ,�� Irqtud capacity F�m.�s cw...s.m �.Zo i.00 Number a�' Minimum Liquid l�quid capacity with anth disposal8c �s.�,�0a Bedrooms Capaary 8�1�8�� lift inside F Ys.� 2 or less 750 1125 00 3 or 4 1000 1500 1� a i w,s siu�.o.m o:so Z.�o 5 or 6 150Q 2250 � �s w eo a� o.,s 2.6� 7,8�9 ZI)00 3000 � � 61 w l20 Silty C7ay 0.24 5.00 � Slower tbn 1 'Sfar daia�d(ar srw�oi4 w e�a6r or wro�n D. ROCK LAYER DIMENSIONS 1. Mul�ply average design flow(A)by 0.83 to obtain requi�ed area of rodc layer.Item A x 0.83= 750 gpd x 0.83 ft�gpd= 630.0 fl� 2. Determine rodc layer width =0.83 ft�/gpd x Linear Loadin Rate(LLR)(see LLR chart) 0.83(t�/gpd X 12 = 10.0 ft LLR Chart Perk Rate LLR <120 MPI <=12 >=120 MPI <=6 3. Length of rodc layer=area divided by widtl�= 630 ftZ / 10 feet= 63.0 feet E. ROCK VOLUME 1. Multiply rodc area by rodc depth to get cubic feet of rodc 630 X 1 ft= 630.0 fC� 2. Divide fC�by 27 ft�3 to get cubic yards 630.0 ft� / 27 = 23.3 yd3 3. Mul�ply cubic yards by 1.4 b get weight of rodc in 6ons; 23.3 yd3 X 1.4 toNyd3 = 32.7 tons F. ABSORPTION WIDTH 1. Ab tion width uals absorption ratio(see Figure D-33)bmes rodc layer width 2 x 10.0 ft = �0.0 ft G. MOUND SLOPE WIDTH 8�LENGTH(Greater than 1%) 1. Downslope absorption widTh=absorption width minus rodc layer width 20 feet - 10 fcet= 10 feet 2. Ca�ulate mound size UPSLOPE a.Determine depth of dean sand at upslope edge of rodc layer=3 feet minus distance to restricting layer(C1) 3 ft - 1 ft= 2 feet b.Mound height at the upslope edge of rodc layer=depth of dean sand for separation(G2a) at upslope edge plus depth of rodc layer(1 foot)to depth of cover(1 foot) 2ft+1ft+1ft= 4 feet c.Upsbpe berm mul�plier based on land see figur�D-34) Select bem�multiplier of 3.45 d.Upslope width=berm multiplier(G2c)times upslope mound height(�2b): 3.45 x 4 ft = 13.8 feet D-34• SLOPB MULT[PL[ERTABLE 1�nd [JPSLOPE DON�NSLOPE �aIo�e muld iers foc varioas muld�(Ien for varioaa 9e s�lope ra�ioa alope ra11m 3:1 41 Sel 6:1 7:1 s:l 3:1 9:1 5:1 �1 7:1 O 3A 4A SA 6d 7A A.O !A 4d Sd 6.0 7A 1 291 3�6 4J6 5�66 6S4 Tel1 3JD9 9.17 4.26 6J6 75l 2 2.s3 f 70 4S! SJ6 6.14 690 3.19 936 SS6 6.62 s.14 3 2J5 3S7 436 5:06 5J9 6.ffi 330 4S! Sd6 732 i.e6 9 2I�6 3A5 9.L �1,6�! 5.�16 6A6 9.41 �1.:6 62S 7.d9 9J2 5 2.61 3.33 4.00 4.62 5.19 5.71 353 5�D 6d7 A37 tOJ7 6 2.Sf 3.?3 �.e6 4.41 �193 6,l1 3�66 5S6 7.14 9.]6 12A7 7 2.�6 3.12 3.70 421 4S0 5.13 3�l0 5S6 7.69 lAJ4 13J3 s Zffi 3Ai 357 9�06 4�l9 4a6 �95 4d6 s33 i134 IS.9� 9 2.16 294 3.ffi 3S0 4�0 466 �Lll 6.25 9.09 13h4 11192 10 231 2�6 3.33 3.75 9.12 4.44 929 6.67 1A.09 15�0 2333 t1 2.26 2�"6 323 3.i1 3.95 9.Z6 �.46 7.14 11.11 M�(►S 30.�1; ]2 221 2.70 3.12 3.� 3.t6 �A6 �1i9 T�+49 ]2.90 21A3 l�JS DOWNSLOPE e.Drop in elevation=rodc layer width(D2)times percent tandsiope(C5)/100 10 ft x 4 i6 /100= 0.4 feet f.Downslope mound height=depth of dean sand f�a slope differe�ce(G2e) at downslope rodc edge plus the mound height at the upsbpe edge of rodc layer(2b) 0.40 ft + 4 ft= 4.4 feet g.Downslope be�m multiplier based on percent land slope(see Figure D-34) 4.76 h.Downslope width=drnmslope mu�iplier(G2g)times downslope mound height(G2Q 4.76 x 4.4 = 20.9 feet i.Select greate�of G1 and G2h as ihe downslope width 20.9 feet j.Total mound width is the sum of upsiope(G2d)width plus rock layer width(D2)pius drnmsbpe width(G2i) 13.8 ft+ 10.0 ft+ 20.9 ft= 44.7 feet k.Total mound length is the sum of upslope width(G2d)plus rodc layer lengih(D3) , � , plus upslope width(G2d) 12.0 ft + 63.0 R+ 120 ft= 87.0 ft Final Dimensions 44. f� x 87.0 ft LAYOUT 1. Select an�propriate scale;one inch= �feet 2. Show pertinent prope�ty boundaries,rights-of-way,easements 3. Show location of house,g�age,driveway,and all other improvements,existing or proposad. 4. Show location and layout of sewage treatrnent I hereby certify that I have oompleted this work in acxordance with all applicable ordinanoes,rufes and laws (signature) � '?�zf (license#) 7� (date) Landslope > 1% slope «««<• «<coN�r i' ««< ««< «.«< « - - «« « < «<.< «««««««««< «< « «« «< «< «««.< «< «< .< «« < «< ««« < «< <« < «.«.. « <. «««< ««« [ CC�Lti[C[t LLL CLtL tt[LtGtt CCC CCCLLCCLC � L «€€<i�€€��€««< «.«i ««<.< ««i:€�€€€«€«€.�`°<« 6'Topsoil «° ` «€�€«««< ««< ° «<.«.«««..� ° ..«<€�€�€€«€«<€€�€€�€«€ Q�n Sa�d it <<<€«i€�:�€�€:<i«< `« "�—�.�..�.. «<.«<.�.«.««««.««� � «««.««<.««.�..« _ �€«««««««««« . � .«ee¢eezreeeee �ee««««�.«�«««««<`°� � «««««<.««.«<.««..««< < < «<.«««« . Seperatiun�{t •�••�.�.. Restdctlng Laytr Upel-__ ope_ „Width(G2� Rock Widlh(D2) D°wnalope dth(C2i) ��—� ft � ,-, . -.�. : :. _ Llpslo W' th(G2�) - _ _ y�� - _ _ t� _ _ � it�� vv�au,(c�aa �c�� /Q v � vviac�iciai,- � ,��ft ft Length{I�3)� � -- - _ - � _ . . . _ �tg . . ._ , , . . - _ . . .._ . _ . . . _ - Tatal I.a�gth(G2ic1�L�ft PRESSURE DISTRIBUTION SYSTEM -Trenches �x�k«�� nw� .0 .. .ve a r /UI bOX6(�lbCfB/i�/93 RIll3t bB M�I6d 1/iB/95�Wl�b9 Cd�Cl1�8�. . . . . � . q'of aoctc � .. Psrf 3"izing 3/16'-1/�' Perf� m.ng 1.3•_S• 1. Select number of perforated laterals: 03 2. Seled perforation spacing= �ft F�t�r�.,�a�.��w.aii�r,a,o.�ao�w. a.r a�w�a a aaarss amc a�enso.•aa�n 3. Since perforations should not be placed Goser that 1.0 foot to � the edge of the rock layer(see dlagram),subtrad 2 feet from ' the roCk la r len z.s e ,e �e 2e 63 -2 ft= 61 ft ao e ia n za fOdc 18y6f i@ngth as � i2 ta 2s ao � i� is xs 5.0 6 10 14 72 4 Determine the number of spaces between perforations. Divide the length(3)by perforatbn spaang(2)and round dovm to nearest whole number. Pe�foration spacing= 61 ft/ 3 ft= 20 spaces 5. Number of perforations is equal to one plus the number of perforation spaces(4). •Chedc figure E-4 to assure the number of perforations per lateral guarantees < 1090 dfscha�ge variation. 20 spaces+1 = 21 perForations/lateral 6. A.Total number of perForations=perforations per lateral(5)times number of laterals(1). 21 perfs/lat x 3 laterals= 63 perforations E� Pe�o�o�on DfscF�pe in ppm B.Calculate the square footage per pertoration. Should be 6-10 sqft/perF.Does not appy to at-grades. �d Peffora�d�ameter 1. Rodc bed area=rocic width(ft)x rock length(ft) �f�t� I 31 t 6 7I� 1/4 �o ft x ss ft= s3o ft i.o« o.t a o.a2 0.5� o.�a 2. Square foot per perforation=Rodc Bed Area/numbe�of perfs(6) 630.0 ft/ 63 peifs = 10.0 ft/perf 2•ob 0.26 0.59 0.80 1.04 5.0 0.41 0.94 1.26 1.65 7. Detertnine required flow rate by mu�iplying the total number �Us�a 1.G fo7t fot Singla-f-n.��v n�. Of perforatiOns(6A)by flow pe1' iforations(see figure E-6) b u+e z.o r��ror� tn e�sQ. 63 perfs x 0.74 gpm/perfs= 46.6 gpm 8. If laterals are conneded to header pipe as shown ��--_�� ,,��,m, I �_=`�� <\I in Figure E-1,to seled minimum required lateral � �_!�_ � , diameter;eMer figure E�with perforation spacing(2)and �_� f_--��`,, � number of perforatlons per lateral(5). �l� a�-':��"r� i wov.e•�:Mmr�d toodw a�erw a A••+.m Select minimum diameter for perforated laterals= [�inches 9. If perforated lateral system is attached to manifoid plpe ��-s:M�+� I,l�i-'"""� In Gn1�t W M ly�Mn near the cente�,like Figure E-2,perforated lateral length(3) :� �„y,��, and number of perforations per lateral(5)wiii be approximately �� - ��-�' one half of that in step 8. Using these values,select �= �"� ''� �,� �i/ � - -.��.� minimum diameter for perforated lateral= 1.25 inches. ��--=� `�,,,,„��,,, i hereby certiy that I have completed this work in acxordance wfth all applicable oMinances,rules and laws. (signature) �gZ- (lioense#) - (date) , PUMP SELECTION PROCEDURE A/l boxed rsctar►gles must be e�rtered,Nie rest will be calcu/eted. 1. Detertnine pump capactty: a �m►�►o�aib� 1.Minimum required�sdtarge is 10 gpm 2.Maximum suggested�ischarge is 45 gpm For other estaMishments at least 10%greater than the water supply rate,but no fa�er than ihe r�e at which eftluent will flow out of the�sttibution device. B. Prsssure Dbfributlon-see pressure design wo�Csheet &prream,enr h�err, 9e ��t 1 SelecEed Pump Capadty: 46.6 gpm e��a�ce inlet 2A,elevatlon 2. Determine head requirements: p�� difference A. ElevaGon difference beriveen pump and point of discharge. ' -------- -- -' 12 fe� _.....----•-•-••........... ....... B. Special head reQuirement?(See Figure-Special Head RequJremer►ts) �� cial Head Re uirernents Gravity Distributlon Oft C. F�Ctirn loss P�essu�Distribution 5ft 1. Se�Ct pipe c�am�er ��in(insulate enGre line) 2. Enter Figure E-9 with gpm(1A or B)and pipe diam�er(C1) �� c Read frictlan loss in fe� 100 feet from Figure E-9 ' � Fric�ion bss= 3.3 ft1100 ft of pipe P�100 teel r�o�r�ind 3.Determine t�al pipe.length from pump discharge to soil system discharge point �� 1.5'�d��3' Estimate by adding 25 percent to pipe length for fitting loss. E uiv�ent ' length times 1.25=tot�pipe length � 2.47 0.73 0.11 45 ftx1.25= 56.25 feet "'"�'��`':�3'��?��:.�"�: 30 5.23 1,55 0.23 4.Calculate total fri�ion loss by multiplying fricGon loss(C2) 35 6.9b 2.06 0.30 by the equiv�nt pipe length(C3)and divide by 100. �. .: °�' >`��`��`�� .� FL= 3.3 fl/100ft X 5�25 ft I 100= 1,g � � 11_07 3.28 0.48 50 13.46 3.99 0.58 .�`'t�;.�:�`�'�"€�^f:�s�:��'a'�'s:��`AL7r�';�;� D. Totai head requirement is U►e sum oF elevatiai di�erence(A),special � 5.60 0.82 head requirements(B),and totai friction loss(C4). 65 6.48 0.95 12 ft + 5 ft + 1.9 ft 70 7.44 1.09 Total Head: 18.9 feet 3. Pump Seleetion 1.A pump must be selected to de�iver at least 46 6 gpm(1A or B) with ffi least 18.9 feet�t�tal head 20. I herebyr certify that I have oompfeted this wak in a000rdance with all applicabie ordinances,rules and laws. (signature) l�?/� (license� � (date) . DOSING CHAMBER SIZING All boxed redangles must be entered,N►e�est wi�be calcu�ted. Width 1. Detertnine area A. Red�angle azea=L x W �� 2ft x �ft = 0 ft� Length B. Cir�le area=3.14 x radius 3.14 x Zft = 0.0 ft� C. Get area irom manufacl��e ft Radiu 2. Cak;ulate gailons per�ch There are 7.5 galbns per cubic foot of volume,iherefore multipy the�ea(1A,B or C) times ihe oonversion fac�r and divide by 12 inc�es per foot to ca�ulate g�lon per inch. Surface area x 7.5/12= 0 ft x 7.5 / 12in/ft = 25 galbn per irx;h Legal Tank: 'AssUmed 25 galbns per irxh 500 gallons or 3. Ca�ulate total tank volume 1009�the daily flow A. Deptl�from bottom of inlet pipe to tank bottom 52 in or Altemating Pumpa B. Total tank volume=depth fiom bot�m oi inlet p�e to tank botbom(3A)x g�n(2) �.�:�,r,w�ws.�o.r�.r,�o.►ow = 52 in x 25 g�n = 1300.0 galbns �� n �� 4. Cak;ulate galbns to cover Dur►iP(vNtl�2-3 inc�es of v�ter ooverin9 P�►�) 3 � a�oo ie a�n» (Purr�and blodc_ _heigM+2 ind�es)x g�on per inch 4 boo s�s sse �o� 5 750 450 294 In the ( .12 + 2 in) x 21 galrn = 294.0 gallons a � � �� . � ioso eoo sm r.«u 8 1200 67S 4p8 cakmx. 5. Cakulafie tot�pumpout volume A. Sele�t mp size for 45 doses r day. Gallon per dose�gpd(ase f'gure A-1)/doses per day= 750 gpd / 5 e doses/day = 150 galbns B. Calculate drainbadc 1. Debrrnine total pipe length 45.0 ft � 2. Detertrrine I"quid volume of pipe, gaVft(see figure E-20) 3. Drainbadc quantity= 45.0 ft(561) x 0.17 gaU(t(5B2) 7.7 � E-20: volume of Li uid in Pi C. Total pump out volume=dose volume(5A)+dreinbadc(563) P�pe�iameter Callons per foot 150 gaAons+ 7.7 gallons= 157.7 1 o.p�5 1.25 0.078 6. Cak:ulate fbart separation d�ance(using btal pumpout volume) 2 o.i7 Total pumpout vdum�5C)/gaV'mch(2) 2s o.25 157.7 gal / 25 g�n = 6.3 inch 3 o.3s 4 0.66 7. Cak;ulate volume for alarm(typically 2-3 inches Alarm depth(inch) x gaUoN'mch(2) _�3�in x 25 gaUn = 75 gal 8. Cabulate total galbns=g�bns over pump(4)+g�s purr�out(5C)+gallons�arm(� 294.0 gal + 157.7 gal + 75 gal = 526.7 g� 9. Total tank depth=total galbns(8)/gallonrm(2) «< ««««««<i; «< 526.7 g�bns I 25 g�n = 21.1 �n$� �� e9e:n,+e cvpxi RBCOmi119t1d8d � -------- �� aiarm on crsntid Ca�ula�reserve capaaty(75%of tl�e daily flow) Pu�npout va vne�- - €` D flow x 0.75 = 750 x 0.75= 562.5 albns " " � P�p on pump ott « corrtra € contrd « I hereby cefi that I have leted this w�ork in axordance witlt�I applicable ordinanoes.�ules and laws (signabure) (hc�►se#) 7 2,� -�ydate) � M S T S MILLER'S SEWAGE TREATMENT SOLUTIONS A Division of WRM Services, Inc. 9075 155�'Street Kimball, MN 55353 1-320-398-2705 LOG OF SOIL BORINGS Project and or Location:Van Slooten;Lot4 Blockl Jacobs Mill,Hennepin County Date:7/22/04 Depth Soil Bori.n # 1 Depth Soil Borin #2 � Surface Elevation: � Surface Elevation: inches inches Silt loam l0yr 2/1 9" Silt loam l0yr 2/1 Silty clay loam 2.Sy 4/3 15" Silty clay loam l0yr 4/3 l0yr 6/6(faint)Redox 18" 18" Silty clay loam 2.Sy 5/3 Silty clay loam 2.Sy 5/3 l0yr 6/8 (distinct)Redox l0yr 6/6(distinct)Redox 26" 24" Clay loam 2.Sy 4/2 Siltg clay loam 2.Sy 5/2 l0yr 6/8 (distinct)Redox l0yr 6/6 (faint)Redox 30" End 36" End De th of Borin :3.0' De th of Borin :2.5' De th to standin water:not encountered De th to standin water. not encountered Depth to Seasonal Water Table: 18" Depth to Seasonal Water Table:9" Comments: Comments: Method or equipment used: Hand Auger Borings completed by: Bernie Miller License#: 1921 M S T S' MILLER'S SEWAGE TREATMENT SOLUTIONS A Division of WRM Services,Inc. 9075 155�' Street Kimball, MN 55353 1-320-39$-2705. LOG OF SOIL BORINGS Project and or Location:Van Slooten; Lot4 Blockl Jacobs Mill,Hennepin County Date:7/22/04 Depth Soil Borin #3 Depth Soil Borin #4 � Surface Elevation: � Surface Elevation: inches inches g„ Silt loam l0yr 2/1 Silt loam 2.Sy 3/1 Silty clay loan 2.Sy 4/3 l0yr 6/6(distinct)Redox 14" 14" Silty clay loam 2.Sy 5/3 Silty clay loam 2.Sy 4/4 20„ l0yr 6/6(distinct)Redox 16" End Silty clay loam 2.Sy 4/3 l0yr 6/6 (faint)Redox 24" Silty clay loam 2.Sy 5/3 l0yr 6/6+5/1 (distinct)Redox 36" End De th of Borin : 1.67' De th of Borin : 3.0' De th to standin water:not encountered De th to standin water: aot encountered Depth to Seasonal Water Table: 8" Depth to Seasonal Water Table: 16" Comments: Comments: Method or equipment used: Hand Auger Borings completed by: Bernie Miller License#: 1921 � M S T S MILLER'S SEWAGE TREATMENT SOLUTIONS A Division of WRM Services, Inc. 9075 155�'Street Kimball, MN 55353 1-320-398-2705 LOG OF SOIL BORINGS Project and or Location:Van Slooten; Lot4 Blockl Jacobs Mill,Hennepin County Date:7/22/04 Depth Soil Boring# 5 Depth Soil Borin #6 � Surface Elevation: �'► Surface Elevation: inches inches Loam l0yr 2/1 Silt loam l0yr 2/1 14" 14" Loam l0yr 3/2 16�� Silt loam l0yr 3/2 20" 1 g,° Silty clay loam 2.Sy 4/4 Silty clay loam 2.Sy 4/3 Silty clay loam 2.Sy 4/4 l0yr 6/6(distinct)Redox l0yr 6/6+5/2 (faint)Redox 24" Silty clay loam 2.Sy 5/3 l0yr 6/6+5/2(distinct)Redox 36" 36" End End De th of Borin : 3.0' De th of Borin : 3.0' De th to standin water:not encountered De th to standin water: not encountered Depth to Seasonal Water Table: 20" Depth to Seasonal Water Table: 18" Comments: Comments: Method or equipment used: Hand Auger Borings completed.by: Bernie Miller License#: 1921 � M S T S MILLER'S SEWAGE TREATMENT SOLUTIONS A Division of WRM Services, Inc. 9075 155�'Street Kimball, MN 55353 1-32U-398-2705 LOG OF SOIL BORINGS Project and or Location:Van Slooten; Lot4 Blockl Jacobs Mill,Hennepin County Date:7/22/04 Depth Soil Borin #7 Depth Soil Borin #8 � Surface Elevation: � Surface Elevation: inches inches Loarn l0yr 2/1 Loam l0yr 2/1 12" 11„ Loam l0yr 3/1 Silty clay loam 2.Sy 4/4 13" 13" Silty clay loam 2.Sy 4/4 Silty clay loam 2.Sy 4/4 15" 1 6/6 faint Redox 17" 1 6/6+5/2 distinct Redox Silty clay loam 2.Sy 4/3 Silty clay loam 2.Sy 5!2 l0yr 6/6(distinct) Redox l0yr 6/6+5/2 (distinct)Redox 20" Silty clay loam 2.Sy 5/2 l0yr 6/6(distinct)Redox 30" End 36" End De th of Borin : 3.0' De th of Borin : 2.5' De th to standin water:not encountered De th to standin water:not encountered Depth to Seasonal Water Table: 13" Depth to Seasonal Water Table: 13" Comments: Comments: Method or equipment used: Hand Auger Borings completed by: Bemie Miller License#: 1921 , ' > � M S T S MILLER'S SEWAGE TREATMENT SOLUTIONS A division WRM Services, Inc 9075 155�' Street Kimbail, MN 55353 PERCOLATION TEST SHEET 1-320.398-2705 Test hole IoCation: Robtrt Fitch Const/Lot 4,Block i Jacobs Mill Depth of hole bottom: 12 inches Hole No.: 4 �iameter of hole: 6-8 inches Date test hole was prepared: 7R2/04 Soil Data from Test Ho/e depth,inches soil texture soil color 0-12 Sift bam 2.5y 3N Nbthod of scratchir�sidswall: nail Depth of pea aize gravel in bottom of hole 2 inches Date and how of initial water filling: 7/22/. 10:20 Depth of initlal v�rater fllN�g: 12 above hole bottom Method used to maintain 1Y of water depth in hole for 4 hours: Aueomatic siphon Peroolation test conduded by: B.MiNer Percolstlon teat atarted at 11:17 Maximum water depth above hole bottom during test 8 ind�es Date 723l04 WATER WATER INTERVAl. WATER DROP DROP PERC RATE TIME Minutes DEPTH Irection decimal CALCULATION 11:17 START 0 3/4 .75 20 .75 26.7 A 11:37 20 3/4 TIME �. DROP � = PERC 11:38 REFILL 0 3/4 .75 21 .75 28.0 B 11:59 21 3/4 T1ME � � DROP �'�� - PERC 12:01 REF/LL 0 3/4 0.75 20 0.75 26.7 C �2:2� 20 �a nn� � DROP �� _ �Rc REFILL p TIME = DROP � - PERC REFILL E nn� .� DROP �« _ �Rc REFILL F nnoe f DROP = PERc �"" A,B,C B,C,D to�wr r�,�ec s�wrt�n�Aec r�..v r�ecn s�ur.0 a o�aco X 0.10 = x 0.10 = Sindkst k aj,lBC Sn�aflr.�M ofBCD C,D,E D,E,F Logrz.�AkICDE 3ealk,u#ofCDE logieae#ajDEF �dlr�#ejDEF $ X �.1� = X 0.1� a 9wa7R�N aJCDE S�n/ks M yIpEF ', . M S T S MILLER'S SEWAGE TREATMENT SOLUTIONS A division WRM Services, Inc 9075 155�' Street Kimball, MN 55353 P E R C O L A T I O N T E S T S H E E T 1-320-398-2705 Test hole IaCation: Robert Fitch Const./Lot 4,Block 1 Jacobs Mill Depth of hole bottom: 12 inches Hole No.: 6 Diameter of hole: 6-8 inches Date test hole was prepared: 7/22/04 Sofl Data from Test Ho/e depth,inches soil texture soil color 0-12 Silt Loam 10yr 2/1 Method of scratching sidewall: nail Depth of pea size graYel in bottom of hole 2 inches Date and hour M initial water f�ling: 7/22, 10:30 Depth of i�itial water fllling: 12 above hob bottom Method used to mairrtain 12'of water depth in hole for 4 hours: AuEanadc siphon Percolation�est conduded by: B.Miller Percolation test started at 11:26 Maximum water depth above hok bottom during tesC 8 inches Date 7/23/04 WATER WATER INTERVAL WATER DROP DROP PERC RATE TJME Minutes DEPTH frection decimal CALCULATION 11:26 START 0 7/8 0.88 20 .88 22.7 A 11:46 20 7/8 TIME �� t DROP� = PERC 11:47 REFILL 0 7/8 0.88 20 .88 22.7 6 �2:0� 20 �i8 nn��.�" .� DROP ��- _ �PERC � 12:08 REFILL 0 7/8 0.88 20 .88 22.7 C 12:28 20 7/8 TIME } DROP = PERC µ� REFILL D TIME�� _ �DROP = PERC REFILL ___w E T/ME f �DROP� = PERC REFILL F TIM� � DROP � = PERC �'� A,B,C B,C,D Lograt#ojABC Swa!!ca#ojABC logsat kaIBCD 55�allw It oJBCD X U.IU = X O.IO � S7wv/fcu k oJAK S1Mal&.�f#ofBGD C,D,E D,E,F logeat#olCDE Siwdfctt#ajCDE Logral#ojDEF Snrallat#ofDFF X 0.1� = X �.1� s Se�aRea x y/CDE sewds�t�aJvaF' . � ' M S' T S MILLER'S SEWAGE TREATMENT SOLUTIONS A division WRM Services, Inc 9075 155�' Street Kimball, MN 55353 P E R C O L A T I O N T E S T S H E E T 1-320-398-2705 Test hole bcation: Robert Fitch Const./Lot 4,Block 1 Jacobs Mill Depth of hole bottom: 12 inches Hole No.: 7 Diameter of hole: 6-8 inches Date test hole was prepared: 722/04 Soil Data from Test Ho/e depth,inches soil texture soii color 0-12 Loam 10yr 2N Method of scratching sidewall: nail Depth of pea size gravel i�bottom of hole 2 inches Date and hour of initial water filling: 7/22/, 10:25 Deptfi of initial water fillir�p: 12 above hole bottom Method used Eo maiMain t Y of water depth in hole for 4 hours: Automatic siphon Percolation test conducxed by: B.MiNer Percolatlon test staRed at 11:19 Maximum water depth above hok bottom during test S inches Date 7/23/04 warER warER INTERVAL WATER DROP DROP PERC RATE TIME Minutes DEPTH haction decima! CALCULATION 11:19 START 0 11/S 1.13 20 1.13 17.7 A 11:39 20 1 1/8 T1ME � DROP��4 - PERC 11:40 REFILL 0 11/8 1.13 22 1.13 19.5 B 12:02 22 1 1/8 TIME � �. DROP��µ�� = FERC 12:02 REF1LL 0 11/S 1.13 22 1.13 19.5 C 12:24 22 11/8 TIME .� DROP - PERC REFILL p TIME � .f DROP m�� o PERC REFILL E T/ME�� .� DROP � PERC REFlLL F TIME.�..M. t DROP - PERC A,B,C B,C,D logeat pajABC S/naJlasf N ojABC Logeu NoJBCD Sn�aftt�t k oJBCD X O.IO = X O.IO - s�wr�r a�,�ac s�u�.,r n�eco C,D,E D,E,F Lagru IfalCDE Stinalksr k ofCDE Largree MafDEF Sl�dlw k cfD£F DATE TIME V CITY OF ORONO CALLED IN INSPECTION OTICE SCHEDULED PERMIT NO. � COMPLETED 11-9-0`i I�� ADDRESS �6�I0 ��(d�s Ml\ �J OWNER CONTR. TELEPHONE NO. � DESCRIPTION S�Q��L T�`�� ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24l25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL �PTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:�YES_NO � COMMENTS: W a " �: �I� � U r. S c��..r/ ��,�� o — � -(i�u01 {��+,-•-, ��'�S � _ ��,��,.,�k� 01C � 0 � � W � Q � Z W � W � � ��WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT �CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins ion 4 hours in advance. (g52) 249-4600 OwnerlContr ctor on sit • � Inspector. ' White Copyll�spector's File Canary CopylSite Notice v`� ��C'� ' C� TIME � CITY OF ORONO CAILED IN �� INSPECTION NO�j IC SCHEDULED - - i PERMIT NO. i`�O�aa'� COMPLETED ADDRESS �� 7`'O �,./�i�E�"19�.5� �� OWNER CONTR. G� TELEPHONE NO. /�O 3 yg 7 ��7L� � DESCRIPTION /�--�/ � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q OS FINAL 14 SEWER HOOK-UP O6 PRQGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBWG RI �EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � G,4;� �= �t� � "�- 5's' -C� � 1�' :r5c1�� '�''�C a - /� /_�l' / �-- . / -�-C,� .� ��.� /l�� j o � /1 n C'l �- t� .,�_�rl,� � � C �e r'' � � A � TC' S �— �i � � %31�4C u' �-1_,,�T— f�a9'—�'f�'' � � W /� ��+ � r c' � � /—'//l /4� 5 S� 1 �//��7 �,, � J � 7` Q � � _l,—�^a,�i � ' /,� �l l� — 5P ��—f��/�,r� � ��"T�r��f � ��I r r_.c.�a��J ��J^l� � ,�ORKSATISFACTORY:PROCEED �[PRO EC CT O�PLET�y�� W��❑CDRRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CI�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN n ❑STOP ORDER POSTED.CALL INSPECTOR ; j �� CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANk,'EjA ESS. Cail forthe next inspectio�24, urs' ance. (952� 24J-46O0 OwnerlContractor on site: � � Inspector. � � � White Copyllnspector's File Canary CopylSite Nolice , � WETLAND \ DRAINAGE LEGEND EASEMENT �— —� — — — --�_ � � denotes well location / �5't �8�` �- � � G denotes perc test locatron � � denotes soil boring location � � �'' �, � 1 ( 97*8 ) denotes proposed elev. � � 97*8 denotes existing elev. � se5� sBs � -�-- denotes surface drainage / � �� I D /22.2� FS�\ I Z I � � � ��2 �21' �°^o Se� 'pc�`,�68� I I APPROXIMATE PRIMARY MOUND QUANTITIES �� 20.9� � 'i 25't Rock Quan fity — 23.3f yards / � s , � ,, � Sand Quantity = 220t yds. J� � 13 8, 1300 GALLON LI�'T � Loamy Sand Quantity = 18f yds. EXISTING � � ,( ` TANK I DEEP WELL � � � ' \98 S81 �Sg I Top Soi/ Quantity = 90f yds. \ \ � / � \ SB3 ` I I *Quanfrties are approximate \ � c��' � �8 � ` � and do not include waste '\ � \ �2 / 8\ \ ��2 \ �o �8�--� I � \ \ \o � 5 \ � \ � �\ / s� \ 2�300 GA\ N \ — — �28 I � \ \ \ � SEPTIC TANKS� \ I � � / ��' � � \ � -� — —�8 �_ — — .___ _ � \ � � / \ � � � � \ ( — \ � �" � � I NOTE: SEPTIC SITES ARE TO BE ROPED OR FENCED � � � ��5 �98-� ��" -- OFF TO PREVENT UNWANTED DISTURBENCE. FENCEING �s BENCH ARK: OP Nq � '' -- SHOULD BE LEFT UP THROUGH—OUT THE � � �RNER OF EL�CTRICA� � p � � ` � CONSTRUCTION PROJECT. \ B \ ELEVc=100.Q (ASS�MED) � J Cy�R pSF� \ ��97*OJ\ -.� � � \ � �\ � � '��, 3 ��S eeoRo \��\ � � � \ � a � � �M� \ � / �6 � \ \\ \�+ � � \ �9�*� � � �6� � � \ / Notes � � Q � � � PROPOSED 1. Avoid compaction of mound area before, during and after � \ � � � � � 9c�� DEEP WELL construction. \ � � � � 50' 2. Verify before construction that no wells are within 50 feet �Q�C, � � \ � of the proposed or existing septic tank. \ aS \ \ � / / 3. Verify before construction that no shailow welis are within 100 feet, \ �2 � \� / / or any deep wells within 50 feet of proposed treatment area. \ll \ � �� / 4. All materials used for construction must meet or exceed the �\ � M.P.C.A. Chapter 7080 requirements. ��4Q. \ _ f � � 5. Divert surface drainage away or around the septic area. � � - - - 6. Ail dimensions, quantities and elevation shown on plan are approximate. � 8g� 6� J MlLLER'S SEW4GE TREATMENT SOLUTIONS PROPERTY LOCATION PREPARED FOR: I hereby certify that this site plan was prepared by me or A division of WRM Services /nc. LOT 4, BLOCK 1, JACOBS MIIL, Septic System Site Plan Robert Fitch Const. under my direct superv' ion. HENNEP�N COUNTY, MINNESOTA. PO BOX 458 Kimball, MN 55353 (3670 JACOB MILL ROAD) DATE JOB N0. SCALE IVan Slooten Res.� ,��,�'��' (320) 398-2705 ceil (320) 980-1737 7/2$/�4 ��4'14 i�g� iller 0. .P. M. P. G A. License 1921