The URL can be used to link to this page

Home My WebLink About2003-P06942 - septic � � PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 P06942 Crystal Bay, Minnesota 55323 Permit Type: sepc�c (952) 249-4600 Date Issued: io�2�i2oo3 SITE ADDRESS: 4775 Bayside Rd Maple Plain,MN 55359 P I D: 06-117-23-22-0019 DESCRIPTION: Proposed Use: Residential Pernut Class: General Pernut Type: Septic Pernut Sub-type(s): New Septic System DETAILS: Approved per resolurion#: Separate pernuts required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Hayes&Sons Exc.Inc. OWNER: Evan Meline 263 82nd Street S.E. 4775 Bayside Rd Montrose,MN 55303 Maple Plain MN 55359 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. ,,"---� � � ;i -� � /., �� -�� i�i'C-- � � APPLICAN'1"P �RMITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessin�, 1-Finance Page 1 CITY OF ORONO SEP'TIC SYSTENI PERI�IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, Mn 55323 JOB SITE ADDRESS 7 � S �l S�� ` � Occupancy Type: Residential ( r Commercial Other Permit Type: New or Replacement System $100.00 -��' Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to a6ove fees * See fee schedule for non-residential permit fees Owner's Name: f=�''�� ✓�'�-�� "� Phone Number: Mailing Address: ti"�7S� � s�� /?.:� City• G'r�� Zip- Contractor's Name:J_�> f- S��-..5 Phone Number: �=�iz-�:>>5"-iS��! �'`'., � Y75�/7GG Nlailing Address: 2G� .�lz � >f s t City��i��e Zip; S�.5�� *** DO NOT MAII, PAYMENT`VTTH 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 Off'ices and work must not begin unless the permit card is on the job site_ 2. Permits will be issued only to contractors holding a Minnesota Pollution Control Agency(MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Desi�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 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 stations (where required) components are functional and comply with codes. � 5. Individual holding NIPCAInstallers License shall be present during all inspections. A 2-�-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 co y of the s stem desi n includin the Ci of Orono Se tic P Y g g tY P System Approval Cover Sheet. ,� _�� 2. I will be installin f g�l�e ollowing: _ A. Tanks: �/�PrecastConcrete Other �fanufacturert��``U'"' Tank Capacities: 1) /Uo�%' gal. 2) l�G gaI 3) �"� gal B. Pump Station (if required) Pump make& model_ �;:�-� �1��' (attach pump curve& literature); system design requires ! gpm at 5�� feet of head. High water alarm make& model C�,�-z(�Y�� . Outside electrical work to be completed by installer electrician -�' other. C. Treatment System: Trenches: s.f. `�" Mou�d Depth of rock below pipe " Rock bed dime�sions%U ' x �{l' Drop Boxes Sand bed dime�;ions �_' x�Z' Distribution Box Pressure Dist. Pipe Diam. � %z " Manifold Pipe Diam. �- " D. Final Cover/Topsoil to be: borrowed fron site (show locatio�on site plan) � trucked in The undersigned hereby applies to the City of Orono for issuance of a septic sys:em installation permit, agrees to do all work in strict accordance with ordinances of the City and the rejulations of the State of Minnesota,and certifies that all statements made on this application are complete,true and correct. _.______ ___.__ __.---__-----_. SignatureofApplicant Date: %� " z- 7 � �� MPCA License No. � �C/ ----------------------------------------------------------------------------------------------------------------------- Staff Review: Approval �' Denial Reviewer: ��t�(.(# ��y�r--z� Date• �� --�--� —(->� � Reason for Denial: �+�f' TES TIIV G� INC. Steven B. Schirmers 8� Debra M. Schirmers 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License #394 October 18 1998 Q�� , � / � �L s�c��, �f�ll,r .7 y Evan Meline Lot 1, Block 1 Chadwick Farm Orono, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, three bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - KkB - Kilkenny loam. The seasonally saturated soils were located at 16" to 34" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 10.6 mpi. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. 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 tumed over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. 1 Keep all heavy equipment off of the proposed treatment areas before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, cleaning agents & 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 '� �F�'� ��-�- 1;r"��/`�' �r0.��'1'�r-�-� o� �� s�� ,-�,�{- �� "(N'� �'W�'o6�^a -T�"c�(w�'�-�--�'C R"Y��-1s Y'�Tr9-�.-�. �L� ov� a��a `---�_ � o ►1�� c�l-iS-�'�-�c-'�l�a�• �/ T�r'ac��ti�o�.:- Y�c'�cs� —� I�j T-P.��T-,.��-r �� /� 15 /�' � , :� ��' _ �1 � �� ooe�y+-, . � 1 a � �s, , �/ �,-�' p �. � - � ,� �o s.� 7, .� ,- . � � �3 �, i-' j�'b-�i- z �� / ` , � — � - � / % �j�� .,s ; � �. - / � x � � � �oeo�e� � r-- � � �\ � .� � �,\a� ` *��.�, ' / t � � — — � `" `�!�� " ��.� � / i�4�7' �i� � o � . � •�, . ., 1; T ' // c� ,n —� , SOIL ,��.i � `� . /. \\ L`f �t1 j�� '�'c�-. r_ � /00 — , , - -�� -- r (� �'� \ \.� 'T� �� , -r.�6 '('�v�l I � ' 1-�0�1 S"�.�.. �--��'--- t/>_.. �� p � I 1.04} r ♦U � I `� _�__ y., , � / �� '' � �� / ` �>CL�^�-�ln� � � -�(i-�� e i �� ,� s.t / �� _ �Q'l�)�. � �3� �y,/ ^. "��```7 / / �-v ) i ___'_- ' � =/� }� �� ,I 4.1 V � � �( � "�y�f,031-5 �� / � �'C�v✓l 1�� r%rf 1a� Y��r4� I / '< �� :�\��tS ��c� Ger�N-re- ��o�.L 0� �XG� o) 5L � � +- ��3 � t�, i ,- � / � ioo,.s �.�_— � /j \_O � '�D SDil'��} �_—/DOfS.S <, \ � �, � � �� 9�� / F;SSJ Yl'�'a. � ��, �,. , I � v_ea�r�a��- tias��-,�.-�. �— " ' � , �' ��v�� ,� � � / 'Ex4�us�� /; 9Perco�a!�on Tests Scale: I = 50 '�; ��- , � �Soi! Bor'uigs � �^ / �� ' �. �� ' �B�ct: Mork r � j � r � ` � � Note= Tti�s system is to be construcied to me�i � � i �/ Chapter� 708,0 1& �Loca 1 AOrd nanc I i \ � � , Check all underground utilities I , \ , I i j PftCPERTY OF=_'��/)�-�1 1`'1�L--)�'� , i f� r -- --� % � '-_o_� 1 ,�t�c,� 1.. � U L- - --- I GNao... �� A� , _� r � � � � . cr�uuo r��.t, . �-1�u�. Co . �-�o-Y-�� 5��-r�� ,� r S-P TEST/NG C. � , � � � W�ST• _ oe��ee er: �`�--6� �,�c_.-i- ' Core�L/L/9� pti_6t2 -q97-3566 � / /�I ` _ � y•.� s5 a� — � _ ►n'� J � o��- zs�� S - - m a�� - '`» , _ 3.p -Coe oF_sRuo F��-�..loo�,� 3.5� J.o�Sp,y,�.o loot,.8 �A-� v��) 5�O SET- BACKS - � �n� .f. /o' _L � I I HOUSE System must be� � Tank �52 from property lines X ' SF-�-'f�r'�--a c�}�Sn�-- �'��o`�� . �� from wel!s � , �, from b:dgs. ' -"�u�; Treatmen' orea =�from lokes , � �+ree�s �� Treatment orea � from property lines h�� supply and switches m�st be located in a MA-NI{Ot.�S m:�r+ ��." ��from we'Is weather proof encbwre outside the pumping chamber and manhole - :� � GRce F,c� � '�rom b!dgs. '`` :=i �'from trees SOIL BORInG ELEVAIIONS ' I � ��, � . I �min. {i , . ( . � � I� - �� _ . TH. I EL.- �oo�.� �-1�"l0 - �oo�. � iI a ,�c�o.suo l P� rode S% TH.�2 FL.-��o .0 5�`� - ioo�.. i Tank � Tank -�o' 9 TH"3 EL: � �1y_ �'``� - �oo�.'3 Orop to Tonk I �j� PRESSURE D!STRIBUTION MOUND SYSTEM T H"��L:�5,3 �in. i"to 8' �p�,r.,.�p;�9 TH.`5 EL.- �o .3 Max.l��to4� � �f�P -T'r�.�1�s S!-�+�A�.�oc�J Chomber ELEVATIOV al PROr'OSED PL�MP;NG �4�l0 6��dio.pipe , CNANS�n- oo .5��,��*-+4/000.o SYSTEM DES!GN -MOUNO � �� L�W'�ST 'FW� - /OoS.O TYPE-�., 3 BEDF200M , Average percolafion rate 12�L min./inch (design.83sa.ft treotment area pergal. of daily sewa� flaw} - L1SD gal./day x.83sq.ft�gol. �� sq.ft.of treatmenf orea +10% _�� sq.fi. (.= IOft.widfh= � � ft.length of b2d area +sides!ope run y to( x 3�heigFG= 3� ff.x�_ft.lawn•er2a needed) ; Clean rock needed- �_sq.ft,treatment area x -L�depih o�rock=�cu.ft=27=�S�cu.yds,(3/4�to 21/��dia. ,inJudes 2�of r�cR above pipe) � -�'-w�-�S��-o Cleon sand fill below rock needed�`1(Zcu.yds. oFprox. , sandy loam back fill�a.yds.approx., topsoil 6��`L cu.yd. gV=• SA�� 4��u � �•3_ - � (�c[.o_Mr��_-Co Aoo_�}0'70 -Co_-foP So��.EoF 1g-Rrc_�tA�S;.o��Y�) ; Number of tanks required � , Ist tonkJQQQ.gol. , 2ndtmk/�i��gal.minm�ms �..us P�mP►Nu 4t��mpER- . � Pum in chamber ca cit 25% of dail se e fic�v of `�� 1.= >> � � 7 ?'E'�ls�� lo -1 b-�f 45 �.%�l P 9 Pa Y- Y Yr°9 9a gal.+reserve s,orage of 15 0�?l./B��gal.+pipz bock drouioge— � PROPERTY G�� -�� of « gol./IOOlin.ft.of��db. supply pipe, lin.ft.needed��, �_gal:+ manifo!d 1`Fgal./IOOfnftof��dio.pipe,in.ftr�eded� ,�gai. �OT I ��oc..1L l �-{�flvJ�C ' � � total capocity needed S� � 1 _gol.(plus area forpump) �S� T,,,,,, ooU gal.caP. � � ZY� o � � Distribution pipe��dia. � L►�lin.ft., ��_�dia. perforotions�!��aporf F--�,��-��. C 0 . ' , Pump s¢e �Ja- hp, (pumpable capocityL)_gol. 4cycles/c{oy) ,�,1�� 4 � H.Ao PR.E�s ;p�Se�qQ-u� 3 I aal � ri,�n. S—p TEST/ C. _ Noie � �vhen cortsirvciing bed .- � tnis areo shoud be shaped Note� Distonce from treotmen► oreo to neiqhboring we!Is— I � to diver� run-o`( from entering treotmenl orea. L-cy��-�� -�.�-� )�p ' j Des�gne�+ 9y� � ' � , Oo�c ��/.x,/� , P�i. 6i2-ti97-3566 _ -- - ---- ' MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. �QW Estimued Sewage Flow in Gallons per Day(gpd) Estimated � v d N�� -SP or �Y�► �=.:. or measured - x 1.5 = -- gpd. B��t,,, 7Ya�II TYP�fIf Ty�rv 2 soo zu �so � 3 450 300 218 °t B. SEPTTC TANK LIQiTID VOLUMES 4 �ao 3�s �.s� .� s �so 4so Z�a m � a-�� g�o� 6 � su 332 � � iaso soo s�o ''"' �.m,. 8 1200 675 408 C. SOILS (refer to site evaluation) N„m� �°�:� �"" 1. Depth to restricting layer = �.�''- 3�, �� inches B�� ,,, �, 2. Depth of percolation tests = �Z'' inches `�'�'' `""m'' 3. Percolation rate I o�(� mpi z a� 7so �.�u 3 or 4 1,000 1,500 4. Land slope � % ;a s zoo 0000 ova 9 See fig.C-6 (x 1S) D. ROCK LAYER DIIv�TSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = , y,�o gpd x 0.83 sq. ft./gpd =�2.�sq. ft.+�o"� �i �o° 2. Select width of rock layer (10 feet or less) _ �o ft. 3. Length of rock layer = area-�-width = Rock Bed ��sq. ft. -:- �_ft. _�L ft. �...ti.,.�.ti., �.�.ti.ti.�.,.�.... ti r.r•r•f•�•r•'r•�•r•f•t•r•r•1'•1•�• ti.�•�•ti•ti•ti.ti•ti•1.ti•1•ti•ti•ti.ti•ti.t r.r.f•f•r•r.r.f•r r•f•f•r•r.r•r• idth <_10 ft. ti.'L.'L.ti.ti•ti•�•ti•ti•ti.\•1.ti•ti•ti•ti•ti tiftifl�tiftiftiftirtif�ft`�r�f�ftiftifti�ti ,f./.f.f.r.f.f.l.t.f.f.t.l.l.j.f. E. ROCK VOLUME �-- �ength -� ,� 1. Multiply rock area by rock depth to get cubic feet of rock; �`�� --1/� sq. ft. x .� � ft. _ �-�3Qcu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 3o cu. ft. y 27=��cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. _ �a tons. F. ADSORP'ITON WIDTH c,LA-'� 1��-wl n� a,w,a�,s;�, Lbk 1. Percolation rate in top 12 inches of soil is io,c� mpi r�,,,e�,R,� �,; ;�„ 1�t�,uer,pR�►, Soil Texture �p�� d�I1b (mpJ t"" 'r.�� 2 Select allowable soil loading rate from table; Faster than 0.1 oar�sana 12o i.00 d/ft� 0.1 to� Sand 120 1.00 • �S � 0.1 to,i FineSand" �-� 2•� 6 to 15 ndy Loam 0.79 1�2 3. Calculate adso tion width ratio b dividin rock la er tb co so t,o�, o�� Z� rp y g Y 31 to 45 s►�c i.�m o� 2-� loading rate of 1.20 gpd/ft2 by allowable soil loading rate; ��o bo ctay 1..0�, 0.4� Z6� 61 t4120 Clay 024 �.00 1.20 gpd/ft2y ,�s gpd/ft� = a�lo� slowerthanl2o Ciav - - "Soil}uving�05C ar morc af fux or vey fux rard 4. Multiply adsorption width ratio by rock layer�vidth to get required adsorption width; ��x��.ft =�_ ft �' � G. DOWNSLOPE D�WIDTH 1. If landslope is 3��more, subtract rock layer width from �;� adsorption width to obtain minimum downslope dike toe ,,: �2ft-��ft =_,L'�_feet 2 Calculate Minimum mound size based on geometery: a. Deternline depth of clean sand fill at upslope edge of rock layer: Separation 1. t� feet b. Multiply rock layer width by landslope � roor co�.� to determine drop in elevation; '� rooc Ro ea Slope Difference s•c'�"�'° r••` f V X_��o y 100 =��feet Slop• Dttterence et UDSIoDe W1Cllf c. Add depth:of clean sand for separation (2a) -�-teet Ro�k e�a w,a�n at upslope edge,depth of rock layer (1 foot) to depth of �r�et Downslo e w,a�� cover (1 foot) to find the mound height at the upslope edge reet of rock layer; 1•o ft + lft + lft= 3. � feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3 •3 3 e. Muldply dike multiplier by upslope mound height to find upslope dike width: 3,3� x�_ __/� feeE f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; -�,o ft + . �� ft= 3,S feet '�,�t. , g. Enter table with landslope and downslope dike ratio. Select dike multiplier of S,� h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3-S x �.� _��feeE i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; _ �_ Ly- feet : . _. , upsio�.a�ain j. Total mound width is the sum of -1�r..i � upslope dike (G.2e) width plus rock � go�k o.a w,at� layer width (D.2) plus a �o��000'w�a�� 'J�L t„4 UDiI 0�MIOI downslope dike width(G.2i)� 3 �- �eet �teet la ft + �ft + l� ft = �_ feet � k. Total mound length is the sum of °°'"°S�°°°"�°`° �1�ieet upslope dike width (G.2e) plus rock layer length (D.3) plus upslope dike width (G.2e); I ' ' ��ft + � _ ft + �_ft = �_ feet ) D t �' � 1 � _ � I Totel lenpt� own ope ps ope 3:l l:l 5:7 G1 7:1 3:1 4:1 5:1 SI 7:l 8:1 x.lope 0 3.0 l0 5.0 6.0 7.0 3.0 4.0 5.0 60 7.0 8.0 1 3.W 1.17 526 638 753 291 3.fli 1.76 S.fb 6S/ 7.1] 2 3.19 �35 556 Gffi 8.1� 283 3.70 �51 536 Gl� 6.40 3 330 45� 586 732 8.86 2T� 3S7 �35 5.08 5.79 6.15 M � 3.11 1.96 625 7.89 9.T1 268 3.15 t.17 �.84 5.�6 6.06 �';''�`�• 5 353 S.W 66� 857 ]OTJ 261 333 {.00 1.62 5.79 571 � �� 6 3.66 516 7.1� 9.3a 12Q7 Li4 32) 3.85 L�l �.93 5.�1 7 »p 556 7.69 1034 1373 268 3.12 3.70 t13 l70 S.13 8 3.95 5.88 B33 115{ 15.91 262 3.Q3 357 1.05 l.�9 !BB 9 l.11 6.?5 9.09 13.Ot 18.92 2.36 29/ 3.15 3.90 !30 4.65 ]0 {2g 667 10.0 15.00 233) 231 286 333 3.75 4.12 4A1 11 �.48 7.If lt.il 17.65 30.11 2.26 276 3.21 3.61 3.95 41b �2 �/A 7.69 I250 21.13 d375 221 270 3.72 3.19 3.80 �.OB F-17 ,��' TMP SELECTTON PROCEDURE E1D PERFORAiION OF n PERFORATED LATEQ/+L A. Determine pump capacity: �..•�.� Gravity Distribution *«.«� 1. Minimum suggested is 600 gallons per hour(]0 gpm)to stay ahead of � ,,�,.N„w F,e,k,,,,,,� water use rate. '`"�'�`�"� ��""•��"•�`� ��,�� 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . , ��;o��°^�°", gallons per hour(45 gpm)to prevent build-up of pressure in drop box. .:.,,•�,w -u�.,.� �:•�e E.a. o ie .r a«a w,« ... . � P.r�aawr lsm�w e� Pressure Distibution . "�^�°�°� �'�""'~`'""� 3.a. Select number of perforated laterals 3 ' b. Select perforation spacing= 3 feet �:;'�„��"° c. Subtrad 2 ft from the rock layer length. ��-2ft=�feet d. Deter�rrune the number of spaces between perforations. ? ft.=L�spaces I.ength perf.spacing=3�ft.+ � Requimd Perforaaon Dischazge e. L spaces+ 1 = I� perforations/lateral �n�11°�per II"I"'�e�gp�'� f. Multiply perforations per lateral by number of laterals to �l y�a,p, ��e 32 m��", 4 ad� get total numberof perforations. �,�� x �„ �Q,,= � � perforations. �f�c) g. � X ��.�'=3�gP�,. 1.Oa 0.56 0.74 � SE�.ECI'ED PUMP CAPACTIY�gpm 2.�b 0.g� l.�t� B.Determine head requirements: a. Use for single family homes 1. Elevarion difference between pump and point of discharge. b. Use for ail other applications SS feet :;:^� 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity�stem,zero. �, feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. , �P�L�B� , Read friction loss in feet per 100 feet from table. � Poin�of Discharg� F.L=I , � ft./100 ft of pipe �'O�� b. Determine total pipe length from pump to discharge Elevatian Differrnce poinL Add 2S percent to pipe length for fitting p,u„p /ooc�, loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b 'L1(� x 1.25= 5� feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying �m Friaimloaper IOOfto(pipe friction loss in ft/100 h by equivalent pipe length. 10 0.69 0.20 To�l friction loss•= /• � x S 0 +100=_�feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 038 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 � + �v� +� 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 � 40 11.07 2.64 0.39 TOTAL HEAD �_feet 45 1a.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection bo s.bo o.s2 1. A pump must be selected to deliver at least :� 31_gpm (Step A) with at least 1�feet of total head (Step B). � S-P TESTING� I111 V. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX • (612) 497-5011 State License #394 LOGS OF SOIL BORINGS Hilloway Corporation Lot 1 Co.Rd. 19 & 84 Sub-Division Orono, Henn. Co., MN Borings completed on 4-26-96, with a 1-1/4" Soil Probe. BORING NUMBER 1- EIev.1007.1 - MOTTLED SOIL AT 2'10" - No standing water present in boring. 0 - 14" Topsoil dark brown loam 10YR 3/1 14" - 34" Brown clay loam 10YR 4/3 34" - 40" Rusty olive brown clay loam 10YR 5/3 40" - 48" Rusty olive brown loam 10YR 5/3 �ORING NUMBER 2- EIev.1008.0 - MOTTLED SOIL AT 2'2" - No standing water present in boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 26" Brown clay loam 10YR 4/3 26" - 38" Rusty olive brown clay loam 10YR 5/4 38" - 48" Rusty olive brown loam 10YR 6/4 �ORING NUMBER 3-EIev.1007.4 - MOTTLED SOIL AT 2'8" - No standing water present in boring. 0 - 14" Topsoil dark br'own loam 10YR 3/2 14" - 32" Brown clay loam 10YR 4/3 32" - 38" Rusty olive brown clay loam 10YR 5/3 38" - 48" Rusty olive brown loam 10YR 5/3 .7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX • (612) 497-5011 State License #394 LOGS OF SOIL BORINGS Hilloway Corporation Lot 1 Co.Rd. 19 & 84 Sub-Division Orono, Henn. Co., MN � Borings completed on 4-26-96, with a 1-1/4" Soit Probe. BORING NUMBER 4- EIev.1005.3 - MOTTLED SOIL AT 2' - Standing water was present in the boring at 3'2", 23 hours after the boring. 0 - 14" Topsoil dark brown loam 10YR 3/1 14" - 24" Brown clay loam 10YR 4/3 24" - 38" Rusty olive brown clay loam 10YR 5/4 38" - 48" Rusty olive brown silty loam 10YR 5/4 BORING NUMBER 5- EIev.1003.3 - MOTTLED SOIL AT 1'4" - Standing water was present in the boring at 2'4", 23 hours after the boring. 0 - 14" Topsoil dark brown loam 10YR 3/1 14" - 16" Brown clay loam 10YR 5/3 16" - 30" Rusty olive brown clay loam 10YR 5/3 30" - 48" Rusty olive brown loam 10YR 6/3 �ORING NUMBER 6-EIev.1003.1 - MOTTLED SOIL AT 2' - Standing water was present in the boring at 2'8", 23 hours after the boring. 0 - 14" Topsoil dark brown loam 10YR 3/1 14" - 24" Brown clay loam 10YR 5/4 24" - 48" Rusty olive brown clay loam 10YR 5/3 S-P TES TING� �NC. Steven B. Schirmers & Debra M. Schirmers 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX • (612) 497-5011 State License #394 LOGS OF SOIL BORINGS Evan Meline Lot 1, Block 1 Chadwick Farm Orono, Henn. Co., MN Borings completed on 10-8-98, with a hand bucket auger. BORING NUMBER 7- EIev.1002.1 - MOTTLED SOIL AT 18" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 18" Brown clay loam 10YR 5/3 18" - 24" Rusty brown clay loam 10YR 5/6 - mottles 6/8 24" - 36" Rusty gray brown clay loam 10YR 6/3 -mottles 7/1,6/8 BORING NUMBER 8- EIev.1002.3 - MOTTLED SOIL AT 16" - no standing water present in the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 16" Gray brown loam 10YR 4/2 16" - 36" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 CERTIF(C�ITION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 427-96 staRing at 11:30am• Test hole location Hilloway Corp Lot 1,Co Rd 19 & 84, Sub-Division, Orono Test hole number�. Date test hole was prepared 426-96• Depth of hole bottom �2 inches. Diameter of hole f inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE _ 0 - 12" Topsoil dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is� inches. Date and hour of initial water filling 4-26-96, 12:30pm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks 11:15 _prefill 6 11:30 12:00 6 2-1/2 12 30 min 12:05 12:35 6 2-3/8 12.6 30 min 12:47 _ 1:17 6 2-3/8 12.6 30 min Percolation rate=.�L4 minutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 427-96 starting at 11;29am• Test hole location$�oway Corp.Lot 1, Co Rd 19 & 84, Sub-Division,Orono Test hole number�. Date test hole was prepared 4-26-96• Depth of hole bottom�inches. Diameter of hole�,inches. SOIL. DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8" _ Topsoil dark brown loam 8" - 12" Brown clay loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 4-26-96, 12:30pm. Depth of initial water filling is �2 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is �utomatic sinhon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks 11:15 refill 6 11:29 11:59 6 1-1/2 20 30 min 12:06 12:36 6 1-1/2 20 30 min __12:46 _ 1:16 _ 6 1-1/2 20 30 min Percolation rate=�0•0 minutes per inch. C�RT"IFICATION N0.627 STATE T�[C'ENSE N0.394 PERCOLATI4N TEST DATA SHEET Percolation test readings made by S-P Testing,�on 4-27-96 starting at 11:2gam• Test hole location �illoway�orp, .ot 1* C�.Rd_19 & 84, Sub-Division, Orono Test hole number 3. Date test hole was prepared 426-96• Depth of hole bottom �inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 4-26-96, 12:30�m. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automati�s�phon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, __ Time Time interval,min inches ____ inches ____ minutes per_inch ___Remarks__ _ 11:15 __ ____�refill 6 � � 11:28 11:58 6 2-13/16 _ 10.7 __ 30 min 12:07 12:37 6 2-11/16 11.2 30 min 12:45 1:15 6 2-5/8 11.4 30 min Percolation rate=�.,,�minutes per inch. CERTIFICA�I'ION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 4-27-96 stading at 11.27am• Test hole location Hilloway .orp L.�t 1, Co Rd 19 & 84, S�b-DiviSion, Orono Test hole number 4. Date test hole was prepared 4-26-96• Depth of hole bottom �2 inches. Diameter of hole�inches. � SOIL DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown i�oam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 4-26-96, 12:30om. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic ' hon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks 11:15 refill 6 11:27 11:57 6 4-1/2 6.7 30 min 12:08 12:38 6 4-1/4 7.1 30 min 12:44 _ 1:14 6 4-1116 7.4 30 min Percolation rate =7�minutes per inch. CERTIFICATION N0.627 STP.TE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, nc, on 427-96 starting at 11:26am• Test hole location Hilloway orp Lot 1, Co Rd 19 & 84, Sub-Division,Orono Test hole number�. Date test hole was prepared 426-96• Depth of hole bottom�2 inches. Diameter of hole�inches. SOIL DATA FROM TEST HOL� DEPTH,INCHES SOIL TEXTURE ___0 - 12" Topsoil dark brown loam Method of scratching sidewall is �nife. Depth of gravel in bottom of hole is 2 inc6es. Date and hour of initial water filling 4-26-96, 12:30�. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least l2 inches of water depth in hole for at least 4 hours is automatic siphp�.. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks 11:15 refill 6 11:26 _ 1_1:56 � 6 4-3/8 6.9 30 min 12:09 12:39 6 4-3/8 6.9 30 min 12:43 1:13 6 4-3/8 6.9 30 m i n Percolation rate =6 9�ninutes per inch. DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED PERMIT NO. O ?� COMPLETED "� -�'' % � ADDRESS �77� �� S'��- I�c7 OWNER Me �•"'� CONTR. N� P � TELEPHONE NO. � DESCRIPTION -�L� �y �. 1�-� �k �� f � 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 Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 7 DEMO-SITE 2 SEPTIC MAINT. 21 COMPLAINT � tl DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL \�� OWNERICONTRACTORTOMEETYOU:�S_NO �� COMMENTS: .` �� . ' � ' W � � � � N• .�_ �G � ,3. ��' �./� 7 � ` 5`� `1 l o , , �,� � o .- _`, f � �_ � , Q � S� ac ( � — i� { �� Z W W ' ' � � d W RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � C RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CO ECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p 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� Z49-46QQ OwnerlContraC�or on site: �� ,` ti� Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME V CITY OF ORONO CALLED IN INSPECTION N TICE �[ SCHEDULED PERMIT NO. � � 7 �' COMPL�ED C�-�.5�'1 �1�o�— ADDRESS �77 S�(�Z � OWN ER �e-��'r'�- CONTR.��°��l'�S TELEPHONE NO. � DESCRIPTION �� ✓s� --V l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL �EPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL X 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOMEETYOU:�`YES_NO � COMMENTS: � a - Sr��k.� C�� i v �� 0 � — al c� ��.I�� G�y �-I�-� —�--11 �t�'S-�.. 0 � W � Q � Z W � W � j d ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on site: ' Inspector. ��C White Copyllnspector's File Canary CopylSite Notice J DATE TIME CITY OF ORONO CALIED IN INSPECTION NOTIC SCHEDULED PERMIT N0. ��9 y�'— COMPLETED q"�`� 12'-v U ADDRESS ��7� ��I S�f�t ¢.J OWNER CONTR. TELEPHONE NO. � DESCRIPTION S t P �;� �-%� (��l� � 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 Z04 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 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES\� � COMMENTS: � — �c�ac,�— ti—d�kS a o �— (� ��-� �.�-a I�L S � � � �.�.��.� �x ��zas � �< ��.�� 0 � W � Q � z W � W � � � ❑WOFKSATISFACTORY:PROCEED �ROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REG�UIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-4600 Owner/Contractor on site: Inspector. White Copy/lnspector's File Canary Copy/Site Notice