The URL can be used to link to this page

Home My WebLink About2003-P06752 - new septic system � PERMIT CITY OF ORONO Permit Number: 2750 Ke►1ey Parkway- PO Box 66 po6�s2 Cryst�l Bay, Minnesota 55323 Permit Type: septi� (95�) 249-4600 Date Issued: 9iioi2oo3 SITE ADDRESS: 4355 Chippewa Ln Maple Plain,MN 55359 PID: 31-118-23-42-0020 DESCRIPTION: Proposed Use: Residential Pernut Class: General Permit Type: Septic Pernut Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate pernuts required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Bursh Brothers OWNER: William&Ann McCrackin P.O.Box 55 4355 Chippewa Ln Hanover,MN 55341 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. ._ �--/ '�C� �� /_� ��i� � ,C�, , APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(Si�nitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessine, 1-Finance Page 1 08,'1��;'2�Q? 1�: �� .�ia�3�G1k�2=E:1 hi!;i�R�CI<:.1��a PF�GE F_i11F�2 L . ,. , , ��.�OF ORO�1rO S�PT'IC S'!�5"l�EM PEI�MTT.AuPPi-f�CAT�Q� Boa�66(27,54�lley I'aa'kway) C�ps�al Bay,Mn 553Z3 � . , � � ,�o�a sr��nz��s�� (�''� �r� � � _ Oceupancy 7Cype: Resider�teal �� _ C��xtpnercis! _ Other� Fermit Tppe: New or Replaeezr�ent�ystem �I()0.00 �Q�� P� Repair�xxsting Syst�rn 5 SO.DO __ _____ ('Tanlc� or Urainfie�d) �0.5� State surchar�e added to above fees � See f�e schedule f�r�o�-residential pernxit fees �� Ovvx�e�-'�Name: ; ��a r^� �-I�N� C.�2�K�rJ Pl�az�e Nuutber: 5 � '-� ��o ��C."� R�[ail'r��,1�.dei�ress:��K'S'__�'..�...; �ra f n% Cit'9� �/zOtVO Zip: �'� 3•��– Cr+ncractor's Name: L�2`�t��1�Cr''�' Phane Number:�.�l Z 2Z I__ l�f43 _. 1�Jf�ijir�g Address: ! U 5,� _____—City:�R�6� Zi�:_SS.��{1 !4�l,�CR l�rsc- 2�FL�`- , **« DO J'dl7'�'_�'I.4i�.�''A,�k"MENT'Gti'l,�'�'��ii9 AFPLICr�i.TION**" GEI�RA.L]ir+iST]E3..UCTIONS t. ,t�.pp.ti�a#ioss fqr septio systezz� permits rn�y he mail��l nr suhmitted in persan at the City Of�aaes; however, peruu,�.s vvill n�t be ax�ailerl aut. The permit must be picked up in perso� at th�C�k�-C�i�'ices and wor�C must not Y►e�in uz�less the�rermit cazd is o.n the job site. 2. �'srm'sts wil! t�p is::u�d or�ly to contr�ctorx holding a M.innesnta Pc�llution Cdz�tro� A.geacy(MYGAj Septie Sy�tam��s*�ll�rs Lic�ans�. 3. t�il.l w�7rk+uust Uc dc�no►n ac,ord�noc with thc approved septic system design, llesign seporks are nut cons�dered appr�ct°ed unless accainpasued by the "City o£ �rono Septic Syste�, A��ro��af'" r..�ver sheet signed by th�City Anspector. 4, Tbe fvlivwing in$pectxvns wiTl be required far al�s�gtic systerns: A Pre-insta3latian site in��+ection to incl.ude inspector,insta�l�z,arzd general contractor. B. Tank iastxllation pri�ar to�:overing. �. Dr3iilfl�.E�t�e�cfg installalaoia(�ri�r to�ovtrin�. For mouncis, x[�3per�ion is rcquir�cd a#�er raugh up h�t�rior to sand pfac�mp�t�sand will be jar tested for silt contentj,�nd agaan durin�t pr�s3ure d�strx6uainn pi�+in�3 inst�llation in tbe r�ck bed �t. Fin�1 iaspectian to verify pr�r�r fina� cov�r t�eptb�s azad to verify ihat all purnp statious (where re�ztired} cnaryponents are iunc:ion�al�nd caffiplg�v�rith cod�s. 5. Individualholdingl�LP�'A�nst�llersr.i�ens�sh�3lb�p�ese�tdi:riug�lli.nspections. A241�our nu�tice is rtequired for a!1 ir�spections. E��!�5r'��3 15: :.� ��S��S�,�r`,« M!1i'Rl�CP;IhI F�k�.;E a�1�� 1 - , . � NO"1':�: Appiicant m;�st in�itiat al� spaces, �'ill in ali ��ropriate blunks and check a14 a,ppropriate • box�s. r _ l. � have rece.iveu a copy ofth.e svs+em desigr, a�.cluding +,.he Cit�� af Ur�no Septic ' S,�stem Appr��I �c.�ver S�aeeE. ____. 2. I will he insk�l[irag the following: r��a 1-.�C�� A Tanks: Prect�5t Conc[�[e � -�---- Qther i`Vla�itafac�urer �r�w.r�',,+�r/� 'Tank C:apaciti�s: 1)__i.OP� �al., 7r�oC��a 1 3 i �-� �ae. )c�� b� :B. Purzap Statian. (ifrequued) 2'ump make ce:modeX��z_�i;' t�ez��u�K OSI�$G' (attach pum� curve& Iiteraturz); systezn �esigr..re�uires_ �{D gpm at I�_��of��,� I-�A�.b wat�;,r ala,rm r�ake 14:ytiucie3_�'�-��,,�.,b,,,,,y Z,,,,k Al,k.h., pB . Outside el�ctrical wozk ta be yoxn��eted by_�,xnstaIler�__��ctrician�otrzer. C. Treatzr7;e.�t System: Trenche�: s,£ _� i4xound �3epth o�rock below pi�e�------.—„ Rock bed drz�lensians Ic� 'x 55 ' _ L�ron Boxes �Sar��d bed dimensio�.s_�.4_' �c�;S ' _„___b�SQii�7'c�iiOSJ BOY .Pressure Uist. �ipe D'zr�i. Z �� ?��.tanifold �'ipe Diam� 1�3, Z+� D, �'inal Co�eri�'opsoi�to be� _ borrowed fro�r� site (shaw locatian, on sztc pIar�} �� trucked in T�e unde�igne�here�y applies ta the Gity of Qrono for issuance ofa septic sy;'tem installation�erznit, agrees ta d��.�', `�vork in�Trict acco�d�nce wittz ordinar.�es of the City and the regulations ofthe State �f A+iin�cso:a,�nd ccrt,i£"ies tE��al�s�a�eme�,ts made qr�tlus.�,p�lic�tion are complete,tn��and cor�ect. 5ignatL+re of.��pp�i.c�nt , L. �,_ O � q O Dale:_�►– _�_ � ��rR�.1CBCISE �O. — Z'�Z� — — Staff Revfern•: r�►p rot�a! Deni�l Reviewer: �`� � 'te.-,�---� ----. � _ �_�____ _.��_� D�te: � I U � � Reasot� for Deni�l: �� 4 � S�P TES TING� I 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 � 0�� n April 13, 2000 Fred Shemanek 4355 Chippewa Lane Orono, Henn. Co., MN This site has an existing on-site sewage treatment system which is classified as failed due to not meeting the required separation from the bottom of the system and the saturated soil. The upgrade requirement is determined by the City of Orono. This on-site sewage treatment system is designed for a Type 1, four bedroom home, in accordance with the Minnesota Pollution Contro!Agency Chapter 7080 and local ordinances. The soifs on this site are SCS soils mapped - LmB - Lerdal loam. The seasonally saturated soils were located at 12" to 22" (mottled soif). Due to the seasonally saturated soils, a Pressurized Mound System will need to be instalted to treat septic efftuent. 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 of 8.5 mpi. The existing tank or tanks are old and deep and will most likely need to be abandoned, pumped and filled with soil. A pumping chamber will need to be instalfed to !ift 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 waming device must be installed with a tight and sound device, this is in case of a pump failure. �:-;:�n 1 �: . � . ►: � � The new supply line will need to go through the driveway. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shatl have their ends capped. Be sure the rock and sand fill material are clean. The sod fayer befow the entire mounded area must be tumed over, just break up the sod, be sure not to over work. All neighboring wells are tocated greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not va{id & the system witl need to be relocated if fai{ure 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, toitet 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, anti-bacterial 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 manhote by a certified pumper every 2 years. Check with your pumper to set up a schedule. ��..� ��(_---- Steven B. Schirmers A� 4. 2 , �k i ; � � , ____ � �a� _ � �9� � �� 0 �� __ �9?,oL' ___�t � �l � - --- - ---- � _ - ---- ---- ---- -- - - - - _ ��.o � i � �� ,(�6vv� � �oz_a- �.'�� nj � �� ,,� �-�� ' _�� 'F-}C�'R� ��2A�asioas � �'` - r�4�n,- . J ' � � ;�i� � ° � �s a£��r�, sUuw�s.� �� ' �� -'�-� 1\�� R�/�-( �0.a��P�'�-�� i � " � ,� �,�s "1�1"� S�'-a'F'vsrGC> T'R-�-�Ttn'�--q-'�-�" x � x �op�e q / �ot.10 � di tot,$ � �� o j.s ��I� �' � " � "' I `� i '�-� \�-�•9 X/ o�,'� /� `' � , �Q ..�_l�/o�,b . �o3.s X�� \N . � . /`' - . � � �106�.0 � .:�� j i `, r�o \ �04� �*�Z' �oa,9 �/l \ ' M � � ' � F�'VbY(}�1-�1a�.. X � �.' � . � A�� 5TM'G�Fc.rtoorl � � �o4,f\� 6d+t�p �oa�a �.�1kll� � io��-� : -�'�Y✓\ . '�D�O'C '�-�f��\��115'� A'��N,. ; c� \ � �a � ! � �C K�5-t�a`�.> 'F�frY�� LD'Q-l-�'��= S�L t�� 1 � F��z�`�'os��.:_ /�I� _ - � � x ��os�� s�s�C�w� :�_ `� -t��.��-� �- � r,4,�� x �� o�,Q-- _- ��c�-w� ��/c>ooqg� ---- i '��-l�O-C� 3 � � - �� lWi �r�s+.,tia-«�vR.�i - �oe,Z -J�P�F�-o�o�-��i000agl I --'� I � �t i.�_' �; . — - oo --- -- � �axil �<,�� r�e a —� v¢�J'�..- � I I �' �, �i —.- - — QPt�rco!alan Tcsts Scok= 1- =5�� C=� � GSal 6orings � r�Q orw � B�c?: Mortc /�� '� �G�Cjs'SS�`� " - � 7 � . �'a�� i : Note= T1i4 syslem is b be constcucied to mer3 � $ �t1G MiMCS(�a �U��OA CO(LtO� Q^yt(1CY , � �= ✓, , ; -- Chapter 7080 & Local Ordinanc� � E� a�� Ex,s�,.�� „- ; � u��<E ��- !6azw� � E — � :-- � ___ _ Sfi`° Check all underground �tilities , — (o 0 4. 47 . PRCPERTY OF: �C�-� s�-1-�M�� `� ,�,3 5 5 L��l�`P�v�/� L L�,�--1,'� � o�o�O M �1 , U'�� . �b, ' S-P TEST/NG//1/C. Oevgned By: ��.--.�• �%c�.crv�,-- J Oo:e=.1/�/oa PH.6Q-497-3566 - �?,i �y� �-F'.I S S -1'� ��''' 5 S� �oLl�- R�-p — — �-- � � �j 1 ao . �s , _ � � � - �S - y,o -t�Q o�.sR►lo 4.3� F\�-�.Lr_.� � a .o� 5�,� __/ �/oy,o� '� P�A�J v��.�/ —_ SET- BACKS I � f o' ao� 1~ � HOUSE Sysfem must be� Tank 3�� from property lines >C - SP�-�t o�.-1 �}�Sl�� w�o-��}_, ti.1 L�- �S�1 s�-1��-1� '1s', f rom wel Is 3s2 from b!dgs. r��.. - n„ Treatment area =�fran lokes , _� streoms Treetment oreo ao� from property lines NOTE� Power supply ond switches must be locoted in a M�N�{0�5 �.�n l�-" .��,�from w e!Is`f�''�'' weather proof encbsur2 outside the pumping chamber and manhole caceF,c� :,i ,3��from bldgs '� � 10 'irom trees SOIL BORING ELEVATIONS '� i � � s �(y �� {• , � - �o min. a ,�da.su � � � o TH�? ��.-1t2�...1 Zt1'� t a. -I��1.� ' � - 3 S ,_ grade� /o TH. S EL 152�I Tan�c Tank TH'� EL.-�� Drop to Tonk � �� PRESSURE D(STRIBUTION MOUND SYSTEM .T.h�,� �L. 1v�-1 7 L'�-��✓S�F- ��A�,4v��. Min. I��io 8� �p�mP��9 TN."�► EL.- �n o Max.l��to4� � ��P -'('��-1�S Sl�+�D,��ovJ Chomber ELEVATIOV ot PROPOSED PL�MPING 4�to 6��dio.pipe CHAV�BER-/v�,.v ��a ,4•�M� �c�.v SYSTEM DESIGN -MOUNO ��.��ow�t��c��.� �ro 0 7 TYPE�,� BEDROOM , Ave�age percolation rate �•� min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) �� gal./day x.83sq.ft�gal.�1��! sq.ft.of treatment orea +10% _�.`�sq.ft. (.= IOft.width=s�ft.lenqth of bed area+side slope run '-�to i x 4_z-heigh2=�L ft.x `6g ft,lawn-area needed) Cleon rock needed- �.12sq.ft.treatment orea x �-�� depih d rock=S'�`- cu.ft=27= a � cu.yds,(3/4�10 21/��dia. ,includes 2�of rock obove pipe) q�ti S�a�.s,�, 4_��- a e� �, �� Clean sand fill below rock needed��cu.yds. opprox. , sa�dy�oom back fill a�a.yds.approx., topsoil 6��.cu.yd._R-�c.otMM'��.o �fo A�vv yo�o -fo -(oQso��. /o z G�.�{�s c.vAs�o ( �a"�ooS��LL.= t�" �i�-�,i�.) Number of ianks required__�___, Ist tonk np� gol. , 2nd tank�� gal.minm�ms �.y S P�lm P�N u ��-t�m pe R-- Pumping chamber capocity- 25% of doily sewoge flow of �� gol.=�gol.+reserve s'oroge of 15 0�a�1/BF� ��D gal.+pipe bock droinage— 5�� „ PROPERTY C:=� of.�`�gal./IOOlin.ft.of��dia. supply pipe, lin.ft.needed 3 S , _�gal.�+ manrfo!d��gal./IOO liRft of� dia.pipe, I�.ftneeded� ,�gal. y 3 55 Ly�1.PQ�� ,�. ; total capacity needed ��_gal.(plus area forpump) ess� rn�,n./oo gql.caP. _p�0� O MJ-�. \�'�?-�� . �O. � - Distribution pipe �l��dia. , � 'l`'Zlin.ft., ��_�dia. perforoiions�_��apart - Pump s¢e �� hp. (pumpable capacity.LS�_gol. 4 cycles/day) y�s�� I�} � H�f�o PQ.��s ��5e��v� �-}D aa 1 1 rY,�n. S—P TEST/NG /N . Nole � �4hen conslrucling bed � � this areo shoutd be shoped Note� Distonce from treohnent areo to neighborinq v.ells— I 6Z,.C _ io divert run-off from entering treatment areo. L��E->a--�'�`�'- -'�1��=;�' /'�;�� i Designed 9y� � � �'-.--- � Do�e��/�/.o� , PH. 612-497-3566 � , , MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW a,�.�e s.�.Fl�u+cnu«�ar d Fstimated�gpd �d, c a'°a n'p°' �°° �`yp`m ,�' or measured_.:_x 1.5 =.=._ LI UID VOLUMES 4 � � �� B. SEP'I'IC TA.NK Q a y� s�s m �y"p� a - !o0 o gallons . � �oso eoo r�o 11�a . I 1 i t200 673 � Q1 C. SOILS (refer to site evaluation) L� �� A� 1. Depth to restricting layer� � � ��- �lnches feet �M �� ,� ,�,�, 2. Depth of percolation tests= �.=inches �"' `�' p"'""'"' """"° / 3wlr Tf0 112! 1� 3. Textwre ��-�� Percolation rate �•S mpi �.• �� 4. Land slope �� % ''""• '°° °° � � D. R K LA ,D I 1, Multiply flow rate by 0.83 to obtain required area of rock layer. A x 0.83 = �_,o_gpd x 0.83 sq. ft./gpd = �� K sq. h.�,��5�►�� 2 Select width of rocic layer (max 1�0' if<120 mpi max 5') = i=ft. 3. Length of rock layer= azea+width= �- » w . . � . �,�, �, � ��sq. ft + =ft• =�„_ft• �. �, ,� .b 7: , �dth �o ft . ' � <120mpi <10' un� s s ft >120mpi c5' E. ROQC VOLUME 1. Multiply rock area by rock depth to get cubic feet of rock; �i sq. h. x �v S' k. = s� cu. ft. 2, Divide cu. ft. by 27 cu. ft/ru. yd. to get cubic yards; �y.,cu. ft. +27 =�_cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons;�L cu. yd. x 1.4 ton/cu. yd. _ �tons. F. ABSORPTION WIDTH A,Dsotptloo H'ldts Slsin;T1DIa 1. Percolation rate in top 12 inches of soil is �-s� mpi r.�.�.i�.�.m au� �� Texture L_��-�{ t_u✓�v✓1 Mi��r�ea� seu Taan ��r ura w� �..�er m..o,� co.r�.a.ea �So �.00 Q 1 p 3 Saed 1.20 I.00 .2. Select allowable soil loadin rate fzom table; a�a s �a�e o.�o �oo 8 e p is s.ver�,o.�. a�9 i.s: • � �a/� ��oa m �a'�.r`'e.�' o' s o0 3. Calculate adsorption width ratio by dividing rock layer �'°"'"1°ii120 `�'' 0�0 `.0° loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft�+ . s' gpd/#�_ • �-`'� . 4. • Multiply adsorption width rdtlo by rock layer width to get required adsorptlon width; �x—�= a�°-� � � � , . G. DOWNSLOPE BERM WIDTH ��: �, co��r 1. If landslope is 1% or more, . ,, subtract rock layer width rp o idth �� .: .� :�.:��;;�::,.�.`,�:., ��, from adso ti n w �� ^�Y � ��. ;�,� :,��,; ;v?,2S':'t•.:,x� ROck 1 �x�0 ; �K` 'or� to obtain minunum downslope berm toe , `� . " C1eaa Sand ,,,;'t.� j �� , , �:.r•�� e ti;r ,• � �L,� {�- I C� � = ��_ feet =� ,3"�`, ° r;;?, 6�Topsoil 2. Calculate Minimum mound Size a. Determine depth of clean sand fill at U�►�w,ar� ��rv��, upslope edge of rock layer: �w,��, �a�� Separation 3' - l, 0 ft = a,o teet -L°- �'� b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; a •o ft+'lft+ lft= �,U feet _ � �� _ c. Enter table with landslope and upslope berm ; r�` �. Up�o� w.,��, : � . ratio. Select berm multiplier of �.�''� , � ' r �+��--� �. d. Multiply berm multiplier by upslope mound ��,Up�"r�w:'::a'��:��r„" Rock Bed �o:Pox41.�.;�..:u �o�w�ar�°:-.;: � ti,• !U � p j1� Width o �a:•a'-••r��+r p�� height to find upslope berm width: -�� ',xY;;;,:4�;;� � ��°�'� � �,i��Q��. <� �s � � ,�� . .� � :��d►.��.� l,t��t �x �. • =�_feet .� .�� ,�s , ,�s��a�,��;t�;� ,� �,r�,,aw�c ' r;�Y�,�t�`rs� ,., . fc 4 }` a 7 l �, . e. Multiply rock layer width by � . �'<'- >'�ti � ```" °'' ` "�' `':�, ` ` A � '' '="i },',,;.��+�` , , ,, 'r .. ._ . k ' landslope to determine drop in elevation; F �' T , ��;`'y: �o��r�a ��r� �o �> ,,�,, � � �_o , Abso,paoa w,dt2t t� �� x /0+ 100 = �.feet � T'?� ,, �+ { �,,,� ,; .s.t� .,, : { r:�� ' � f. Add depth of clean sand for slope "" ''''k''`°'�'�`' ''''h� "�� + ' ' �� difference (2e)at downslope edge, to roc��' the mound height at the upslope edge of rock layer (2b) to find the downslope height; -� �t + ft= 4.3 feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of y-�y h. Multiply berm multiplier by downslope mound height to get downslope berm width: y•� x u.� = ac� feet SERM SLOPE MUL?IPI.IERS i. Compare the values of step G.1� and Step G.2h �� I..aa ��t � � UpSLOPE Select the greater of the two values as the ��c e��.�. ��.��`'°"` downslope berm width; a c feet j. Total mound width is the sum of upslope berm (G.2d) 0 3.o a.o s.o 6.0 �.o s.o a.o s.o 6.0 �.o s.o width plus rock layer width (D.2) ' 3.� a.l� s.za 6as �s3 z.s� s.as a.�6 s.� b.sa �.a� 2 3.t9 4.35 S.S6 6.82 8.14 2.83 3.70 4.34 5.36 6.14 6.90 plus downslope berm width(G.2i); 3 3.�o a:sa-� s.as �.sz s.sa z.�s .3s�� a.ss s.os s.�9 b.as I�-I ft+ 1 o ft+ �o ft = ��feet a s.ai a.�6 a.zs �.s9 9.n z.a� �i.as a.i� a.sa s.a6 b.o6 IC. Total mound length is the sum of upslope S 3.53 5.00 6.67 8.57 10.71 2.61 3.33 4.00 4.62 5.19 5.71 berm width (G.2d) plus rock layer length (D.3) 6 3.66 s.z� �.i� 9.�s «.m z.sa s.a� 3.as a.ai 4.93 s.ai plus upslope berm width (G.Zd�; 7 3.80 S.S6 7.69 l0.34 13.73 2.48 3.I2 3.70 4.23 4.70 5.13 1�._ft+�_ft+ 1� ft = �63 feet $ 3.9s s.sa 8.33 ii.0 is.9i iaz s.os s.s� a.os a.a9 a.ss � O -+- .�5 -+ ;�c� -9� 9 4,(I 6.23 9.09 13.04 18.92 2.36 2.44 3.45 3.90 4.30 4.65 10 4,29 6.67 10.00 I3.00 23.33 2.31 2.86 3.33 3.75 4,12 4.44 Final Dunensions. 1l 4,48 7.14 I1.11 17.63 30.43 2.26 2.78 3.23 3.61 3.93 4.26 12 4.69 7.69 1Z30 21.43 43.75 2.21 270 3.12 3.49 3.80 4,p8 `--�'-� X `z�� A v� Pt1Mp SEL.ECTION PROCfiDURE A. Determine puatp capadty: Gravity Diatribution 1. Minimurn suggested is 20 gpm Z. MaXimual Suggested is 45 gpII1 Pertoratlon DL a in GYM Had Perforation diameter ' Pressure Distibution feet irchea 3.a. Select number of perforated laterals 3 7 32 1 4 b. Select perfontion spacing= 3 fee� �.oa o.56' o.�a c. Subtract 2 it from the rock layer length. �s o.�9 0.90 55 .2�,a�_fee� . 20� o.so i.oa 1lad�V�r I�tl� d. Deteratiine the nualber of spaces between perforat[ons. �Use 3A foot dngk homa. �� ,�g�g.��{.+�ft��„2_apacea b Uu 20 het tor utythiag else. e. �spaces+1 ��perforationa/lateral f. Multiply perfontlons per lateral by number of laterals tc ,�,� ', get total nuaiber of perforations. � x ��_�perfontiona. g. � x�_` � BPm. SELECTED PUMP CAPACITY , 4 D gpm B.Determine head requirea�enb: 1. Flevation difference between pump and point of discharge. `d feet 2. If pumping to a pressure distr�ution system,five feet for pressure s°"°"m'""'r`@' required at maaifold if gravity system,zero. �� f eet '°ti'a�.�.'�'' 3. Friction loss a Enter friction loss table with gpm arid pipe diameter. �,r„b„�„.,a Read friction loss in feet per 100 feet fzom table(F-14). a�' ..._,__ ., , F.L= ��h/100 ft of pipe ' ,, b. Determine total pipe length hom pump to discharge ..................................... ; `�o poin� Esttmate by adding ZS percent to pipe leagth for fitting loss,or use a Htttng losa chart(F-15_�eet). Equivalent pipe length-1.25 tiaies pipe length s . • � _�,'�.x 1.25=�feet Friction Loss in Plastit Pi e c. Calculate total friction loss by multiplying frictlon loss in ft/100 h by equivnlait pipe length. � Nominal Total friction loss= u +100= feet pipe dia. �x�' � �'OW R3� l�.w r�» .3� 4. Total head required is the suat of elevation difference, �m special head requiremenb,utd total friction loss. 20 247 0.73 0.11 `� +��+ � 2S 3.73 1.11 0.16 ' (1) (2) (3c) 30 .5.23 1.55 0.23 35 6.96 206 0.30 40 8.91 264 0.39 TOTAL HEAD �feet 4S 11.07 3.28 0.48 50 13.46 3.99 0.58 C. Pump selection bo s.bo o.s2 65 6.48 0.95 70 7.44 1.09 1. A pump must be s'elected to:deliver at:least � �}J - gpm (Step A)..�nth�at least .�:,f:_feet of total hea�i (Step B). � S�P TES TING� �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 ��?GS OF SOIL BORINGS Fred Shemanek 4355 Chippewa Lane Orono, Henn. Co., MN Borings compieted on 4-10-00, with a hand bucket auger. BORING NUMBER 7- EIev103.1 - MOTTLED SOIL AT 22" - no standing water present in boring. 0 - 14" Topsoil dark brown loam 2.5Y 3/2 14" - 22" Olive brown clay loam 2.5Y 5/4 22" - 26" Rusty olive brown clay loam 2.5Y 5/6 - mottles 10YR 7/1,6/8 26" - 48" Rusty brown silty loam 2.5Y 6/3 - mottles 10YR 7/1,6/8 BORlNG NUMBER 8- EIev.103.1 - MOTTLED SOIL AT 22" - no s#anding water present in the boring. 0 - 14" Topsoil dark brown loam 2.5Y 3/2 14" - 22" Olive brown clay loam 2.5Y 5/4 22" - 32" Rusty olive brown clay loam 2.5Y 5/6 - mottles 10YR 7/1,6/8 32" - 48" Rusty brown sitty loam 2.5Y 6/3 - mottles 10YR 7/1,6/8 �ORING NUMBER 9- EIev.102.6 - MOTTLED SOIL AT 14" - no standing water present in the boring. 0 - 8" Topsoil dark brown loam 2.5Y 3/2 8" - 14" Dark brown clay loam 2.5Y 4/2 14" - 18" Rusty dark brown clay loam 2.5Y 4/2 - mottles 10YR 6/8 18" - 42" Rusty gray brown clay loam 2.5Y 5/2 - motttes 10YR 7/1,6/8 42" - 48" Rusty olive gray clay loam 2.5Y 6/2 - mottfes 10YR 7/1,6/8 Soil borings cont'd. BORING NUMBER 10- EIev104.7 - MOTTLED SOIL AT 12" - standing water present in the boring at 28", 24 hours after the boring. 0 - 8" Topsoil dark brown loam 2.5Y 3/2 8" - 1 Z" Dark brown clay loam 2.5Y 4/2 12" - 18" Rusty dark brown clay loam 2.5Y 4/2 - mottles 10YR 6/8 18" - 40" Rusty olive brown clay loam 2.5Y 5/6 - mottles 10YR 7/1,6/8 40" - 44" Rusty gray sandy loam 2.5Y 6/1 - mottfes 10YR 6/8 44" - 48" Rusty olive gray loam 2.5Y 6/2 - motties 10YR 7/1,6/8 BORING NUMBER 11- EIev.105.0 - MOTTLED SOIL AT 12" - no standing water present in the boring. 0 - 6" Topsoil dark brown loam 2.5Y 3/2 6" - 12" Dark brown clay loam 2.5Y 4/2 12" - 20" Rusty gray brown clay loam 2.5Y 5/2 - mottles 10YR 7/1,6/8 20" - 40" Rusty olive brown clay loam 2.5Y 6/3 - mottles 10YR 7/1,6/8 40" - 48" Rusty olive brown silty loam 2.5Y 6/3 - motttes 10YR 7/1,6/8 BORING NUMBER 12- EIev.104.5 - MOTTLED SOIL AT 16" - no standing water present in the boring. 0 - 10" Topsoil dark brown clay loam 2.5Y 3/2 10" - 16" Olive brown clay loam 2.5Y 5/4 16" - 26" Rusty olive brown clay loam 2.5Y 5/4 - mottles 10YR 7/1,6/8 26" - 32" Rusty olive gray clay loam 2.5Y 6/2 - mottles 10YR 7/1 6/8 32" - 48" Rusty gray brown silty loam 2.5Y 6/2 - mottles 10YR 7/1,6l8 2 CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 4-11-00 starting at 1:25�m. Test hole location Shemanek. 4355 Chippewa Lane,Orono Test hole number 7. Date test hole was prepared 4-10-00• Depth of hole bottom�inches. Diameter of hole 6 inches. SOIL DATA FROM TEST HO F DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is in h s. Date and hour of initial water filling 4-10-00,3:OO�m. Depth of initial water filling is i h 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 6 inches. � Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 1:15 refill 6 1:25 1:40 6 4-1/8 3.6 15 min 1:51 2:06 6 3-13I16 3.9 15 min 2:08 2:23 6 3-11/16 4.1 15 min Percolation rate=3,�minutes per inch. � � i � a CERTIFICATION N0.627 STAT'E LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 4-11-00 starting at 1:26�m. Test hole location_Shemanek, 4355 Chi�pewa Lane,Orono Test hole number 8. Date test hole was prepared 4-10-00. Depth of hole bottom�inches. Diameter of hole 6 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 4-10-00,3:OOpm. Depth of initial water filling is 1 in above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sip on. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 1:15 refill 6 1:26 1:41 6 3 5 15 min 1:50 2:05 6 2-7/8 5.2 15 min 2:�9 2:24 6 2-3/4 5.5 15 min Percolation rate=�minutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 4-11-00 starting at :21 7pm• Test hole location Shemanek. 4355 Chippewa L�ne,Orono Test hole number 9. Date test hole was prepared 4-10-00• Depth of hole bottom�inches. Diameter of hote f inches. SOIL DATA FROM TEST HOLE DEPTH,lNCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Dark brown clay loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is i h . Da.te and hour of initial water filling 4-10-00,3:OO�m. Depth of initial water filling is 2 in h above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sip on. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water tevel, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks 1:15 refill 6 � 1:27 1:42 6 1-13/16 8.3 15 min 1:49 2:04 6 1-3/4 8.6 15 min 2:10 2:25 6 1-3/4 8.6 15 min Percolation rate=$5 minutes per inch. , � CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 1-00 starting at :1 28�m• Test hole location Shemanek.4355 .hip.�ewa LAne,Orono Test hole number�0.. Date test hole was prepared 4-10-00• Depth of hole bottom�inches. Diameter of hole 6 inches. SOII. DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Dark brown cla� loam Method of scratching sidewall is knife. Depth of gra.vel in bottom of hole is 2 inches. Date and hour of initial water filling 4-10-00,3:OO.�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 hows is�utomatic siphon. M�imum water depth above hole bottom during test is 6 inches. Measurement, Drop in water fevei, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 1:15 refill 6 1:28 1:43 6 1-1/2 5 15 min 1:48 2:03 6 1-1/2 5 15 min 2:11 2:26 6 1-1/2 5 15 min Percolation rate=5 Qminutes per inch. � � CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 411-00 starting at 1••29�m• Test hole location Shemanek,4355 Chi�newa Lane, rono Test hole number 11. Date test hole was prepared 4-10-00- Depth of hole bottom 12 inches. Diameter of hole 6 inches. SOlL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 6" Topsoil dark brown loam 6" - 12" Dark brown clay loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 in . Date and hour of initial water filling 4-10-00,3:OO�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 automatic si�hon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water levef, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 1:15 refill 6 1:29 1:44 6 5-1/2 2.7 15 min 1:47 2:02 6 5-1/2 2.7 15 min 2:12 2:27 6 5-1/2 2.7 15 min Percolation rate=2 7 minutes per inch. , . , . . CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Lnc,on 4-11-00 starting at 1:30�m. Test hole location Shemanek, 4355 hi�newa i.Anp, rono Test hole number�2. Date test hole was prepared 4-10-00. Depth of hole bottom�inches. Diameter of hole 6 inches. SOII..DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown clay loam 10" - 12" Olive 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 4-10-Qtl,3:OO�m. Depth of initial water filling is 12 in 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 6 inches_ Measurement, Drop in water level, Perooiation rate, Time Time intervai,min inches inches minutes r inch Remarks 1:15 refill 6 1:30 1:45 6 4-1/8 3.6 15 min 1:46 2:01 6 4 3.7 15 min 2:13 2:28 6 3-7/8 3.9 15 min Percolation rate=�7 minutes per inch. ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULEO �� PERMIT NO. A�n ��S 1- COMPLETED �-T�-G�,S �:c��U ADDRESS �• ��'` t-�� OWNER CONTR. ��` �i�1�ti� TELEPHONE NO. � DESCRIPTION �a �� " � 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 OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOrMEETYOU:�ES_NO � COMMENTS: +�`�� ` O � �� a �-"�� S�- 4� , o - 5��-�l�k5 �i< �� :�S► �`�� P�S �� ' 0 ~� � S t - ' s�.. �� lo � o _ dl() � S v � C.��,S�e � _ `-:L� c U � '�� Q Z ' �.�i ��'��V �lo... S1✓� t � �-'-..�C,� �-S a�r�� ,-c� �,. „ W � � W� ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W O C RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlConU c� tor on site: Inspector. �� White Copy/lnspector's Ffle Canary CopylSite Notice V / DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT N0. p��s 2- COMPLETED �(1 -14-�3 �:a i� ADDRESS y��S «-=D 4 S'�� ,�c OWNER CONTR. Q V� �-� TELEPHONE N0. � DESCRIPTION Se�� . T-.c�l � Ot 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 OS 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 i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL � 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � ��°`� ^ (�� "' �� hSc�,c.�;'f � — v �-- �d �� o �' r.o J r� C� � � 0 � W � Q � Z W � W � � � ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLETE W ❑COHRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlC tractor on site: Inspecto�� White Copyllnspector's Ffle Canary Copy/Site Notfce � DATE TIME CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED PERMIT NO. � - �� COMPLETED �-►�-�3 :c � ADDRESS �3S �� C ti--� �;. OWNER CONTR. '��"{'L ��G' • TELEPHONE NO. � DESCRIPTION s��'�'.C- ��'�`',i�` "� � 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 � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEEf YOU:/�YES_NO � COMMENTS: W _ a �.�.5 5�.., .S f,�. � ��'�,�- � � - 0 � Z. � sp.,_ �� —slop 0 � W � Q � z W � W � � d� / W� �QCVORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W/�CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�0 OwnerlContr ctor on site: _� Inspector. ,�l� �.�c� White Copy/InspectoPs File Canary CopylSite Notfce ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTIO N 4TICE SCHEDULED PERMIT N0. `�� COMPLETED 4-1�-�� -%�— ADDRESS y3 �'S Cl.�r-i�-�. Lar�� OWNER CONTR. b�� TELEPHONE N0. � DESCRIPTION �� L ��C-� lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 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 06 PROGRESS � 07 DEMO-SITE �EPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:�ES_NO � COMMENTS: " � ^ I Dv� �1 �c��.s '-�f w;r1 � � �nSv\��;vr. d-- :�S��a�c� 4�� .;��r � r ��e. ..�1 o .. Co,�„ 5 ��►� 5�^�� a- Q��S R� �i6�a< �. � �� - l�ee �_ }" p��q f„� o — ��l 1 W � Q �.a. � z W � � � W � � � � �RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � O CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� Z49-46QQ OwnerlContr tor on site: Inspector. White Copylinspector's File Canary CopylSite Notice