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HomeMy WebLinkAboutSeptic info r� 11/0�/:�.�f'�.J_:4� rA� 7634�2191.'16 �VATER LABS & ECO SYST�hi5 �1j002 PiaoNt,:763-370-5961 Fwx:763-4�1-9J�76 Miller Envizonmenta]Inc• 333 �ast Main SLreet•Elk River,MN 55330 November 8, 2004 Palrr�Praperties Mike Palm 2311 Wayzata Boulevard Minneapolis,Minnesota 55405 Subj�ct: Site In�vestigati,on Fur Unsite Wastewatez System (O'WS) 560 Bib lsl�d; Ciry of Oro�10 MEI completed 4 soil borings on Novem.ber 5, 2004 at the approximate locations indicated on th,e attached figures_ The soil profi]e dcscription� are attached to ihis correspondenee, The p��rpose of the soil investigation Was to �er�erally determine the type of On.site Wastewa�er System (OWS) that ca.n be anticipatcd to serve the new residential ho�ne. The results of thc soil Uorings indicate the site is underlain by loa�a7y glacial deposits. Clay loarri tcxtures were encountered in the soil borings to appro�zxnatcly 3 feet, underlain by olive brown sandy loam soil.rieh in calcium carbonate and sl�ale d��osits. The soil borings completcd within the drain field area were on slopes fram 4% � 18% with a d.ense cover of oak, aspen and maple trees. Slope �easurements were taken in three locations; I) along the entire drain fie]d area, 2) along the area of the primary site �.nd 3) alons the area of the seconda.ry szte. Thc t�uee zneasurements had an avez�age slope of just less than 18%. Evidenc� of a seasoz�.al water table was n,ot obscrved in soil borings 2-4, the area oi the �roposed OWS drain lields. 'fhe attacl�ed figures give the drain field calculations and area �equirements as well as identifying the propo5ed area for the drain �Felds. It is anticxpated that a three bedroom type 2 home will be constructed on tl,e site for an estizraated average daily ilow of 300 gallons per day. With a subsurface drain field usin�; au-► equivalence of l2 inchcs of sewer r�ck �vill require two d.rain Field sites of 528 sc�uarc feet eacb,. Three foot wide drain field trcnehes are shown alon� the coz�totu o�f the landscape on the attached�figures to meet the area requirements, At the timc of designir�g the OWS for the residencc, percolatxon tests are requi�-ed by the City of Orono as well as a com�p�ete OWS dcsign wit}� data sh�cts and material specificati.ons for permitting. If you have que5ti,ons, please e free to call. P-ter G. iller, P.S.S. Desxgner I MPCA Certi�Fcation t�2262 Cc: iVlatt Bolterman; City a£Orono 11/48/2t?��4,�.1:�43, FA� '7634419176 WATEI� LABS & ECO SYSTEhiS C�003 SCALE PRI�POSED �UILDING, DiZAIN FIELDS 8�G��ING PLAN FOR 1 ° = 'rJO� DONALD HENDERSON IN LOT 4, KfTCHE�'S S11B01VISION - 0� GOV'T LOTS 5& 6, SEC. 22-117-23 ' HENNEPIN COUNTY, MlNNESOTA h� d �� �.��' �,- ...-� �= �aee `�o����'�°�� j �� i i. _�'-••--•-----�..._ O�'�,dy ``�, 1 ��� � � '-� � \ �y ���Qm ���N � � � � i�^ ` ) J �A� �r�'�^:� ' ; / .�' , ql� ` � i ' ���� i.� N U9"J2=U"E 5:3.T0 � .,._--J-(_ 7`--- � � . Q •" —� ,� T�I�Ilnc IallowRaN lene��Ilnc � � � �.^-/ . . �•�' � � -� i, %/ %^/r�/'i� ,i ``�l `����.. �f �� � / �•/•�'�� /�� �r,' /� ��. /� ' �':�� i .� / ��', �-�''���i% �. � vii��Veu / yy'"•�/��� i i „/ I ` 8u1An ,'LaaW� / %�Z�� ,�! � ��• i �„�� i ,�' � i i r��.. �qt � /,�'p / . �� / / �� - i � ( , / �'� %�'i/i/ '�i 'i /;� i J � �.y� �����;; o�T�� / l i i % ��/i ; %�` ; �/. PROP05EQ� � : 'i � :'i � �� i �/� i � j i ' `�'� BUILDINOi A / f i�!i/ i i r�:� % .� i . � l � ♦: J/// i'¢ ' �'' 1 ' 1 f � / � ! � j / /%�i:�:�j�'f�P /�� � � / /�i; �%����i �� , I . � • � i � i � ._ - — / ;j :j /:� I / i � ��!Y / �� i.�i//:� ,/NOTE� �Oh�X In min nroa ul� . , `-�� / � � � i% 4md0�orCbltb�25foa� \\` _ '•-- ' 'l��i.� ���% �I! •. ���ec a ' 9�/��;/. ��%. i �` '`"� -- �; �l���/i;% ''/ y�� � ' i ! / i ' �/',,�, ', �/' i i 1/ 3 ��~ -- - � /;��;��%�� J i- --- -------�' -" _/,/,%/ ' �;' , , -; - , ; ,,�, �'.-.-�-- , �; , ,. '`--� � -- -' % � ' •� _ _ — _ _ �i' i :' i i ___ .-->-•- � ! �% -'�! ' __�_.______J , / , I� .s�' � :' ----- ' � ;� �;� /T m�J� , �F• i5� i, i' /� _ , , ,; ;,r ; . , ; � � ;; i'�1, :'� /� �� � �/; ' i; /I ` _..- ��' � b'i; � ` w:,� � j ,,a`�:'� DRAInt FIELD (dF) CALCULAT[pNS: �/ �' 300 gallons per doy Cgpd) x 2.2 squnre Peet C5f)/gpd x .80 = 528 sF/df -�' �,� 5t�8 sf/df / 3 ft = 176 linval feet clf)/df required � -Z,Wo._�•;_._..J�l _ <.. - —"— �—"^ `�: Prinary drain Field a�eo- 197 lf x 3 ft ` 591 sF � � �� , � r Setcndory drnin Fietd area 179 lF x 3 ft = 534 sf �r'' \9 W comm of LON pnTormner,aseN��'?%:i � Sofl Boring �1�PiG 1`I�I�ICC� i �i C7S�C'� 11/08/2004_ 1�:�3 FAX 7634419176 WATER LABS & ECO SYSTEMS �v C�004 . O\`.��y �� .1\ / ��� '� SCA�'� , � �°'\ �� 1 �� --'2a' . � - � " ^ � This line fallows old fence line \ � ' � � �� �. i ����^ � i� � � � \ � �`�J���� /� �� � ' i � ; 5 � .' �c� i P,QsSible Well , Building � 'Location � � setback ' � , � � � I ines ���' � � i � � Y � � / i I � � i � � 40 � -_____ �I,_ i /i j I i�, � � � PROPOSEQ �' �/ � � � ; � � � BUILDING; � r' / ,'� � � � � � � i � i / ; / , � , � � / �i � 1 I � �� �,�� i ' p.�°s°C r Jf ' � � .\ ; �, � � � /� / /i � ` � � 4 ` -` 2 / // �` //`� , , � / . i / ' ---- �, � � .� � � / •� % � � 31' �� - =���-- � /�/ /� ��/j j i ' � / � � � / `�` —.__ 7 ' �-��:- / � i /� ��// � - — -- 1 i / i / / ti ,� i / � �� / � . � ��- ..._--�.32� i �� � � �� � Avg.~Stope � ���/ ,�9� � � �� '� ��/ 18`/. -�----32' ; ,� , i � � _ � �i' � yl. � � `� i '----- �-- � i � �` � � / / 0, -----3�----- /� �� '//�� /// �j �///� /� / , �. � /���� �/ , / _'_" - _v�_ �i �� ��� �;� ��' ��,/ � i i � / . • �� %, �/ �/ �j� / � �� � / / f � / � � / .c ' � �``" --- _ "�` ��i i�/ ��/ i�/ / � / _r- � � i / � �--- ----.___ 2� o j' i ��� � � .� _-�. - ' / � i _.._- .�.. � , � / / ' _ _, _ ---=- - - - _ �� �•/ � �/ ' i ; � -� � / / � / � / _� rJ /� / /� � � / ���� , % �I / � r_ ��/ �/ r� � i / � �� ,� .� r,c � / „ � r � ��Iiller Emdronmenlal, Inc. � x 3331•fain Street 'N 0 E]k ltivcr,�•L\'�5330 � Soil Profile Descripfion ',� .,� Dale Completed: 11/5/2004 Test Pit#� 1 �� Completed By: Peter G. Miller, P.S.S. License No. 42636 Equipment: Bucket Auger � � Project: 560 Big Island Limiting La}�er Depth; 20” y�,� Landscape Position; 2-�% Toe slope Vegetation: R�ooded � Mapped Soil Type: Lester Parent Materiad: Glacial Till � � � Elevation: Approximately 93� m � � HORIZON � D�PTH END NLATRIX STRUCTURE- REDOXIMORPHIC SOIL SIZING {1NCI�S) COLOR T�XT�URE C�NSTST�NCE FEATURES OTHCR FACTORX 10 10YR2!1 ClayLoam Z'2 � H Cr7 yU C"` 20 lOYR 4/3 Clay Loam �'2 � sP Man��,Fine,Distinct lOYR 5/6 aod NA c�-� 48 2.SY 5�2 Cfay Loam lOYR 6l'Z � � � � � � � � °{ftZ/gpd) s uare feet r ga[lon er da with residential strengeh septic taak effluent o 0 � rnilleren��ronmentalC,msn.com Phone 163-370-5961 Faa 763-441-9176 , , . r r � Vliller Environmental,Lnc. � ao 333 l•Iain Slreel \ �� Elk Ri��er,I4�L�i I 55330 � Soil Profile Description G� Dafe C�mpleted: 11/5/2004 Test Pit#� 2 ��� Completed By: Peter G, Miller, P.S.S. License No.42636 Equipment: Bucket Auger "�' � Project: 560 Big Island Limiting La��er Depth: Not Observed � Landscape Posilion: 18°/a Side Slope Vegetation: Vi,'ooded � Parent Materiai: Glacial Till � Mapped Soi! Tppe: Lester � � Elevation: Approximately 941 m � � H�RIZON �' DEPTH END MATRIX STRUCTURE- REDOXIMORPHIC SOIL SIZING (INCHES) COLOR TEXTURE CONSISTENCE FEATURES OTACR FACTOR� 8 lOYR 2!2 Loam � � H tr] `� ;g lOYR 4!3 Clap Loam Shale fragments 2.2 � � Vialent efTervesence from p' 66 2_SY 5/4 Sandy Loam CAC03 deposits; SYR�f/6 2 0 Fe Concrerions � � � � a � `(ti'/ d)s uare feet er gallon er day tivith residential strength septic tank eftluent � 0 0 � miIleren«ronmenta]Gmsn_com Phone /63-370-5961 F�x 763-�141-91%6 , , . � � � I�liiler Enviranmental,Inc. � ac .` 333��Iain Street �' a� Elk Ri��er.�Il�T 5533 0 � 5oil ProFle Descripf�ion �� Date Completed: 11/5/2004 Test Pif# 3 ;� Cumpleted By; Peter G. Miller, P.S.S. License No, 42636 Equipinent: Bucket Auger "� Project: 560 Big Island Limiting Layer Depth: I�Tot Obsen�ed � Landscape Position: 18°/a Side Slope Vegetation: V►�ooded � Mapped Soil Type: Lester Parent Material: Glacial Till � � Ele�Tation: Approxunately 947 m � ���ZQ�r rn DEPTI� E�TD MATRIX STRUCTURE- REDOXIMORPHIC SOIL SIZING (PiICHES) COLOR TEXTURE CONSiST�NCE FEATiJRES OTHER FACTOR* 8 I OYR 2/2 Loam 2 � � z 3a I OY(Z 4/3 Cla}�Loam Shaie&agments 2.2 � � Violent effervesence from � 6D 2.�Y 5/4 Sandy Loam CAC03 deposits; �YR�f,'6 Z o Fe Concretions � � m H CrJ N � � x(flZf� d)s uare feet er calloa er da with residential strength se tic tank effluent � 0 � milleren��ronrnental�d;nnsn.com Phone%63-31"0-�961 Fax 763-4�-1-9176 . . . . � � � A•filler�m�ironmental,Inc. � ao � 333 hiain Stree� �' z� Elk River,A��5�330 � Soil Profile Description � � Date Completed: 11/5/200a Test Pit # 4 ;F, Completed By: Peter G. Miller, P.S.S. License No. 42636 Equipment: Bucket Auger '� Project: S60 Big Island Limiting La�•er Depth: Not Observed y ee Landscape Position: �-6% Shoulder Vegetation: V�'ooded � Mapped Soil Type: Lester Parent Material: Glaciai Till � � � Elevation_ Approximatel}r 954 � � HORIZON °' DEPT H END MATRIX STRUCTURE- REDQXIMORPHIC SOIL SIZING (llVCI�S) COLOR TEXTUR� COl\tSISTENCE FEATURES OTHER I'ACTOR* g I OYR 212 Loam 2 � H Cr] � 30 lOYR�f/4 Clay Loam Shale fragments 2,2 � � Vialent egervesence&om � 6� 2.SY 5/4 Loam CAC03 deposihs; SYR 4/6 2 0 Fe Concre►io�s � � � � � � � '`(ft''fgpd)s uare Ceet er alfon er day with residential strength se ric tank effluent o 0 ao m�ilereu��ronrnentalGmsn.corn Phone 763-370-59G1 Fax%63-�1-91%6