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HomeMy WebLinkAboutSeptic system design _ . , SEPTIC SYSTEM APPROVAL � ��7{ f;� x 3�. �: -::�s�wj� . . � ., y,a ,F�� as-�w.w f� ` ,�� � � �. ..: � -,. i" � �'y � O� �Y Y� � �W+•Y X �a�p I r•� �V�'� . O . ':. O -'�' �� "-� Ci��� O� ���N� 1� ,'3'� l�''' ;� � ', �, Municipal Offices �\�,� -�� �:;-,�".A G� ,,\ ,�� ' �.�� Strest AddrEss: Mailinb Address: � �E��p 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Phone (Home) (Work) Address �'2 5 gR��,,) R� 5 City State Zip Site Evaluator��k�J�c' rn����2 State License# L(3 Phone# ��z}bs3 z-c�5�7 Type of Establishment: Single Family�_ Multi Family Commercial Garbage Disposal Yes No No. Potential Bedrooms S Est. Gallons Per Day ��j'Z� Water Meter Required: Yes No� Soil Sizing Factor /� 6 7 Perc Rates P-1 15 P-2� P-3 /6 P-4� P-5 !8 P-6_� P-7 Restricting Layer Depth B-1� B-2 5U" B-3 56" B-4Nm�. B-5 SY`" B-6 So" Type of Treatment System: Standard_� Experimental Alternative Pressurized Mound System At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift G,c�vC!Ps3 Pressurized Bed System Holding Tank W/Alarm Septic Tank Size (3�0 # of Tanks 2 Lift Tank Size 13o� Pump Brand 'l3 h� GPM Head Treatment System: Minimum j 2 52 Square Feet with�inches of rock below pipe Type of covering Fabric � Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A pernut 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 (249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to buildina 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 HIND is allowed within 20'of tested drainfield sites ever. ACCEPTED_� DElvIED By the City of Orono sub' t to exis-ting regulations and the following conditions: � By: �� _ _, .__._-- C ' Penc , On-Site Systems Manager %�t rk-�� � � c �� ��'�r!� - 1 � —� Telephone(612)249-4600 • Fax(612)249-4616 J � Westwood Profess�onal Services, Inc . 104 Marty Drive,Suite 3 Bufialo,MN 55313 Phone:612-682-2587 Fax:612 682-2639 Toll Free:1-B88-682-2587 April 2 I, �999 Email:wps�westwoodps.com Steve Bohl Bohland Development 420 Upland Lane Plymouth, MN 55447 RE: Septic System Si[e Plan for Lot l, Carriage Hill, Oron��, �linnesota. Dear Steve: This proposed on-site septic system was designed for a 5 bedroom home, �vith an estimated flow of 750 gallons per day. The system best suitable for this area will be�18 If_ of 10" Gravelless trench installed no deeper than 12" below the existiny,ground level. The seasonai hi;h water table was found at a depth of 4A feet in the Septic area. Two 1300 gallon septic tanks��ill be adequate for a system of this size. The site in which this system is proposed has an average e�i�ting ground slope of 12%. Percolation rates for this particular site were found to be between 14-19 �IPI. An alternate septic system has been designed to sho�v that there is enough undisturbed area on the lot to support another septic system. This system was also desianed for a 5 bedroom home. The seasonal water table was atso found at a depth of 48 inches,this site«ould also require 418 ff. of 10"Gravelless trench. This system will not need to be constructed unless the primary system fails. Certain precautions will need to be made to protect the are� in w�hich the above referenced septic systems are proposed. Both primary and alternate septic arzas have been or�vill be staked off. It is recommended that safety fence be placed around both of the sites for protection during construction of tl�is project. It is critical tl�at tlie soil is not disturbed before.durina, and after construction of tf�e system. These system should treat the septic effluent effectively if the systems are installed properly and are maintained properly. It is recommenced that the septic tanl:s be pumped once every two years. This will reduce the chance of solids reaching the system. It is also recommended not to use excessive amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. This bacteria is needed to treat the septic effluent Designing the Futu!e Today_since 1912 ;- . If you have any questions in regards to this design, 1 will be happy to answer them. I can be reached at (612) 682-2587. Sincerely, WESTWOOD PROFESSIONAL SERVICES, 1NC. ������.�i1� Bernie Miller Septic Site Designer MPCA Lic. No. 43 cc. Stephen Weckman t11� II1l;AL5l.V�A�,L 1ltLAli`ll_i� l J1J ► t.itil �1Uhh�IiLt. 1 . _Mwi'� FLOW �O� / F_aumatrd Sewa�r f lnw m(�allun>�.ri I):��Ic�dl A. [.stitnated _ 7� gpd N„�„tk, — -- -- --— --- measured X = SP� �r ry��i ry�,�ii Ty���ui T�i,�iv liedruoms SEP7'IC TANK VOLUME z �oo ��s ixn f3. �2� (300 gallons � aso ;a� �iF ",;; 4 600 175 �Sh mc 5 750 4S0 ?y� "'"� SOILS Site evaluation data �' � 5'` '''- „„� � � 7 IOSU 6(XI 370 C Depth to restricting layer= '1�� feet x i'-oc� �,7s aoh """"". D. Maxirnum de th of system C-3 ft = iC O feet E. Texture S�;��cL� Percolation rate /�/-/g MPI Number Mmimum �tinunum Sepuc TanA Capaaiv wnh F. SSF � sq ft/gpd ot L�qu�d c;art„�� BC(jfOOfT1S Capaniv Uis�x>sal (galloasl lgallons) TRENCH BOTTOM AREA H. For trenches with 6 inches of rock below the pipe: 2 or less 750 t.125 A x F= x = sq ft of bottom area 3 or a I.000 I.Scx) I. For trenches with 12 inches of rock below the i e: 5 or 6 I.500 �.?So P P �o�s Z.000 �.ax� A x F x 0.8= x x 0.8= sq ft of bottom area o�er 9 See 6g.C-6 �x �.5� J. For trenches with 18 inches of rock below the pipe: A x F x 0.66= x x 0.66= sq ft of bottom area "''c'�'""°"'"`>'`R"a""r'"rc''`.'`"`"R'''�A' rr«�i,n.��rs,K �,�K...' �,�.... K. For trenches with 24 inches of rockbelow the pipe: M;��,n�,,,�h SoilTexture MR'y�^ p.re.. r+ rve y,..,. A x F x 0.6= x x 0.6 = sq ft of bottom area �'"�'� ' '�" BED B01TOM AREA Faster chan o.1' oarse Sand ---- ----- 0.1 to 5 Sand O.S3 120 L. For Gravity beds with 6 or 12 inches of rock below the pipe; o.i co s Fine Sand•• i.b� o.bo 6 to 15 dv I.oam 1�7 0.79 1.5 x A x F= 1.5 x x = sq ft of bottom area ib co so t.oam i.6� o.bo For Pressure beds with 6 or 12 inches of rock below the i e; si ro as Silt Loam z.00 o.so p p 46 ro 60 Cla Loam 220 0.45 A x F= x = sq ft of bottom area Slower than 60•�• �iay -- �o.2a> ROCK VOLUME IN CU FT -s„�«.,�,���.,��..aR�•�rcr�mr�� Ux>vstrm>(ur rapidlv permiable w�l> M. Rock depth below distribution pipe plus 0.5 foot times bottom area: -s��ha����s�•�-�,�m�rc�rr��r„�,�.,���<.,M, M=Rock depth+6 inches x Area (H,I,J,L�K� "'�d wi�h t�w high a percmtage of clav fur ira�illation of an ingmund standanf s���trm. ( +0.5 ft)x = cu ft ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M=27=cu yds_=27= cu yds 6 inches- 0% Reduction'� ROCK WEIGHT o O. Cubic yards times 1.4- tons 12 inches= 20/o Reducfion N x 1.4-tons x 1.4- tons 18 inches= 34/o Reduction 24 inches= 40% Reduction DISTRIBLJTION *sizing for gravelless trench (Chec�one based on slope) Bed (<6%slope) Trenches ✓Drop boxes(any slope) Distribution box (<3%) SYSTEM LENGTH P. Select width = ft T l l•J•f•1•f•f•r•f'r•f•f•f•1•1• Q. Divide bottom area by width: (H,I,J,or K)-P= lineal feet f�f~f`•f�f~f~f�f`•f`•f~f�f�f�%�f� 2 a,c L Co�er ti•ti.ti•ti•ti•�•ti•ti•ti•ti•ti•ti•ti•ti•ti � f.r.r.r r•r.r.r•r•r•r.r r r•r• lineal feet �.�.�.�-,.�. .�.�.,.�.�.�.� _�__ f�f f�f f f frr f f ti.L.ti.�. ti.ti.L.ti.ti Gravelless Pipe ftirtiftirtif :ftiftiftif� ( 10" :A x F r 3)=Lineal Feet(8" :A x F-2)= Lineal Feet ` r f f� f f�r.f� ti.ti•ti•ti- ti•ti•ti•ti•ti 4 mCbPlpe :'r'r'f' f'f'r'f' ti.ti•ti•ti• ti•ti•ti•ti••. r.f•r.f•r r•r•f•r•r• Chamber(A x F=width of chamber) f�};}�f:f� ,f;i;r�J�}; ti.ti.ti.ti-ti•ti. �•ti•ti.ti•ti•� 7.�_X L�GZ-._�_ �f�_lineal feet ftiftftiftiftiftiftfirtififtififtiftif: r•r•r•r•r•r•r•r•r•r•r•:•r•r•r• LAWN AREA �.ti.ti-ti.ti.ti.ti•ti.ti.ti.ti.ti•ti.ti.•. itirti�tiftiftirti�ti?ti.ti:ti?ti?,f.?tifti f•r•r•f•i•f•f•r•r•r•r•f•r•f•�• r •ti•ti•'••ti•ti•ti•�•ti•'••ti•ti'ti'ti•'•-ti 6�04 u.nL K 5clect trench spacin�,,center to center = _ _ feet f•:•f•f•f•f•f•f•f•r•f•r•�•f•f• .•..ti.ti.,.ti.ti.ti.ti.ti.,•ti.ti.ti•ti.�. •-f-�•r•r-f•r•r-r•r•r-r•r•r•:• RocF:$ebu�tLx F ti•t•ti•ti•ti�t•ti•'.•ti•ti•ti•'••ti•ti � ti. Multiply trench spacin�;bv lineal fc�et K x Q = ,c� ft cif la���n area r?r.f-r•f.r-r.f•r•r.r•�•:-f•:• ti•ti•ti•ti••.•`.-•.•ti•ti••.•ti•ti•ti•'• J•l•l•l•/•l•r•�•1�r•�•f•%•r•�• yi8 '`�_ = 2070�<� tt ��•�•�•�•�•�•�•• •�•�•�•���-•� r•f•r•:•s•f•r•:�r�f•r•�•f•r•r- ti f��ti ft fti fti ftirti fti fti ftirti fti�ti�;• LAYOUT(Use c�th��r 5ide) 1. S�lect an appropriate scale;c�ne square� _ ___ feet. 2. Shuw pertinent property buundarics, ri�ht-of-way, easement,. 3. Show� location of house, garage, dri��e�vav, and all other improvements, existing or pro�osed -�. 5h�w location and layout uf sewage treanile�lt system. S.5huw location of water supply well. 6. Dimension all set backs and separation distances. USE A SU Nl P PUMP TO LI FT LAU NDRY AND FLOOR DRAIN WASTES TO A SHALLOW ^� SEPTIC TANK � i'. �� i,�Z.,�i �„ VENT ;�i VENT ; �i i� ;� i !. I �} NOTE� ';1PROPER VENTING CAN CAUSE OOOR r���d�=�.�� � . �; �;::�ti TUB �� � y �—�� �r�-- c��.�fi INSPECTION PIPES �;.r�Y __���+a�N� JOINT , CLE�r�G�.,�T� � l 4" HOuSE � � SEWER ,�� � ° � �� � � � GAS FROM - �-- __.__-- � � �� ;� Gns r�.n�v Si Prvf<� - `� �.'— r�- ---,--.. . _. _ ' _ ., •i .;BS � � � � -- � T�� .-� r„ � ��i ., ',C �— Ui�OP BOx `• � � ;,i a � i3oo � QSD,O ' �/' SEPTIC TANK __�:,� _ ..a ���,�� CHECK VALVE_ G�5 SUMP PUMP FR�'r� SE?TIC TANK �� estwood Professional Services, Inc. • / LECEND ' // ��_ � exisl6nq wc// \ � soA boring / — Q percdol/on lesl _�-- \ / � —x—exlsting/ence � exis�mg deciduous t�ee / � � existin,q coni/elaus free // � • \ ———— exising e/ewtion confou� / 92.4 exirfkrq qool Ne�nfim / 92«4 proposed spof e/ewfion / ❑/ E/ew(ions�e/ofiw ond ossumed g E7erotions rdotiYe to-US&.L 1929-KC.VD, � � � � �� Oenotes propased sur/oce dl-oinoqe P fMARY SE T 1' M � � (4� F 0 ID �" � aor`s: cn co GRAVEL T E C � � �,d � (p 1. Awid compoc[ian in seplic orea be%re, during ond � � �„� o/ter constrriction sa s OP E � � W 2. Trrsches ore ta be inslo/%d polo/%/to the tontours ond the pR�P W LL • �,, t�ench excorofions ore nof /o exceed o moximum depth of B�O �SED 5 � 72 inches be%w lhe existing g�ound surfoce. A ATE SEP C � R��M I 3 Venly before dnNinq �hot no septic fonks or droin�e/ds �4� L OF 10 �� / o�e within o 50 loot rodius of proposed we//%cation. ' GRA LE S ENCH �� � (�oo rB�r ro.snoirow wea) \ 1 $ 3 4. Ye.-ify befire consfrUcficvr (hot no sho/%w we//s ore within 100 feet, or deep we//s wi�hin�50 leet of proposed sepfic \ ' tonks or dioinfie/d oreo. x �6 5. To extend lhe/i/e of sept/c system pump seplic lanks o S 22 minxnum oI eYery 2�rars. CO • — 3� L � 6. See o[tached sheetr for oddiliano/canstzction detoUs. C EP � 7. Soi/C/assi�ed os Hubbo�d/oomy sond(Hb0) 72—>8�s/opes, \ S�� 82 �ROP BQX T , xcording to the U.S. Depo�lment olAgricu/ture soi/Su�uey • � � Site p/on prepored by or under/he supervisim o!Bemie � OF ND Mi//er—M.P.C.A. License Na 43 �WE1LA / � � � Dole/'?�PT ti_� / � � � � ' �� 0 40 80 120 .W e s t w o o d Property location. OESIGNED BCM REQUESTEa BY: DATE Se tic S stem ''�2°�°e We9twoodPro(easbnal Services,Inc Lot 1 CARRIAGE HILL DRAWN BCM P Y Bohland Development 104 Morly Drive, Suite 3 > ��LOIIO Site Plan Buffalo, AIN 55373 � CHECKEo JMc � Job No. 672 682-2587 Plymouth,MN. 98'195 ' D�21�, P1.AN �nryo�Ut' . ':�:�y;��.,.� '�i ti✓�c� `D��.lG l� �' � ' f � ,. . ,�T ; ; � � . � . , �LAND I , � U+�' x't,,;;` � V 1154 .' � / � �. \ \ ; , 1 0� . .93 _ / -_ � `, `,, . �� ''� ��J .. , , �`r , ���J///� �jI33 1� Q� 203.93� ;t __ _\ � 42 2 — — — �. �_ '^'� ��. �Y� 2o9y , , / T � \ \ _ `\ \\ � _ �._ ' � �� `�� / � ; r �v� VYET ; '. , .,. . `,� .�� o �.f , `�'�F cF /� . / _.o�ivew�x_ - .;_, �. 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I I , y '� � \ � \y � °� , . ; , 1 -� � � A�o. .., � I � �:�- P��� g g�- � : ,i' \F�s . � ' �.. „� � �� �YSOo ,I R H�E � I ' I `� � �. \n� \ -.� / / • �\_�945�,� ` �'TJ, \ . I , � \� ✓� I ,. �J�B� .. : � �� ,. � \ • , I�./.- . " . �3/ � 1�.. \..J� . � _._ ...._. �\ `\ ,��ac. o---- g4�. � " l '�� � ,, ��s . ...-- _.__ I ii' � � ,�_\ ake \ - � .�. / ' �ry / �1��r � I � I � j `\�� I� �r ��. � y�;o � . �/ . �. , � � �� I ;�' 1 \p��. � „�o �,� ...����«� ; � � ,� `(.�l � . �.� . �Pump tartk.___.. c9st � , � �� �' . \ �.. - ��IS //�i ` \. . � _.�, � __ i / /.S�g 1'� �� /, .. V'� '.• �1 `_� M� \�I- . ._ - -_. :� � / . .t � .�' � �/ . ` �.. ._ N�9Qr9'SP" -- � � � � � I {5 �� � � !28.38 � ...._. --... ___ � / ....-. � � i i� � �� ~ �� . / - • .� ' _� • ` - � / ' , 'Y� � ! �y'N I ... ` r----�,y � 1 � 4 �'. Y � . /� SS1s00 . �1 I � ''OO I _...... .. _. .-.^ . 2 ....__ ___". �S S. I � Q � '�•��� , ?F' �� 4 � RETAINTNG V1IALLS OVER 4' HIGH -- �I l , I� REQUIRE ENGINEERINC AND -� I ; SEPARATE PERMITS ___ --- � ' � I � I 1 __-----_-���- � � � �e�uer_c en�n ii�u iT.. recruc.�T _�—--.—�� .I , � I I .... s . �"' °1999 Westwood Profassional 5ervices, Inc. :,'3J.� 'F��� . � '� BROWN ROAD 8 H ,: � , V8� � j f / — �+ �j � , � f � � n�` / �-- .� � L � � \\ •� \ � ��o'"�� / ���C�\ / \ `�� \ L.i.\�]-���ii �ti - �� �� � � � � d r � ; Z � � � � _� 'm` j,. 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INVERT OF INLET MUST BE AT LEAST ONE INCH HIGHER THAN INVERT OF SUPPLY PIPE TO NEXT DROP BOX. OUTLET TO � TRENCH 5. TRENCHES MAY OUTLET ONE SIDE OR 80TH SIDES OF OROP 80X. � SUPPLY I INLET —�— �fVLE i i � � LINE � ;„� I _i_1� , � ^ I ,_ � SUPPLY LINE � i._I_ —�— I I I 2„ i �,F � � ,� i I i� I �- -i i r i- -� � � � I I � � � OUTLETS '�"� ��' � _ _ _ _ _ � TO TRENCH � � OUTLET TO � L - - - - - � � TRENCH �, DROP BOX U5� ��- A I J t-ren�l�, lo�-��o�s GRAVELLESS TRENCH CONSTRUCTION DETAILS =! �F/PUa1�'�rls /Sf ` � t�'`���0"r 1 1 /2" Inspec���n ..-, � Inlei Pipe 10 Next 9�,g Weil i Dro� Box 1 ��2 Male ; , — Adapter ;' 6-��Z Soll Back(ill ' � . y � ` , . Corrugated Tubing Cove ed i 9ss.o wiih Geotextile Fabri Ex's�''"9 ' ibv� , 55,3* ;' Drop F3ox qsy3 . ' ; � Trench Length = up to 100 Feei ; � yiB �.�' �f� / ��� ; Overiill lo A1low NOTFS : 1 . Bottom o( trench must be level. Top , tor Settl�ng � ot tubing muse be level. Soil 12•� of Soil 2. Scari(y trench bottom and sidewalls ; , Backfil! Backfill at (Aast 12 ir�ciies abode trcnch bottom � 24 '� ; �� . � : to expose �atural soil. ; ; 12" v. p, ' � ►o" = D 1 G%� - . _ _ '� 3. For propriciary products consul� ' Noles Localed mar�ufacturers perlormance cri�eria 24 N at 4 and i � � 8 O'Clock � Fig-u_.re D-29 . � .. . WestwOod F'rc�iF��;�;icin;ii ;;��ivi�.���, liir �� L O G S 0 F $0 1 L B O R I N G S CJ 7599 Anagram Orive M 104 Marty Onve. Ste 3 Eden Prairie,MN 55344 Bufialo. MN 55313 Ei12-937-5150 612-682 2587 loll fieit 1-8A8 682-2581 1 nX fit2-937-5822 I nx r,t; �Ft? ?g39 I nr:i�i��n iir I'rii�rcl Il�ihl,in�t I)r�i I„�,inrni ')ti��/i i):i�i I�:11�)-')� I�iinn}�s tn:fdc h�� Iluh 1��is>i C I:issilication tiystrm ,\:1ti1 It� I ltil).�-ti('ti \ 1 nilir�i Othcr ;�u��.r uscd(chrck I�+�i) 11an�1 \ ur I'����rr I li,�hi ur 13u�kC1 \ OIhrr I)r�ih 13c�rint tiumhrr =__-_� —_— 1�r�nh - -=1t,�rin,�Numbcr �7 --_ . Westwood f'r�f���sic�n�tl ���rvic�5 Irir �� L O G S O F S O I L B O R I N G S O 7599 Anagram Dnve J 104 Marty Drive. 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Standing�vatcr tahle titandin� ��;�t�i tablc Present at: Icct o� dc��th. Prc��nl ;u I«i ��i�Ir��Ih. huur�aflrr hunnL hours afl�r borinL Not prescnt in borinL hul� \ N��i �,rr.:nt in h��rin�hol� � Itl��lllr,l�url. Il���r!, � �.;h<C���i�I:tl ,i� �. ...., // � ��i . (�1 . .,� j t1_ nl ilr�,ll: � � `: n � �rv-n� in h��ini li��l. I � n� li il� -- - ; � � � �i u�:�u�iti,_�n�l.��iniurni � i i ii . , ��i;��n.i�i. . ___ , — __ — - _ __ _ _. 4 . ; .. i � � � i � i � ' . Westwooci F'rofessional Sc�rvices I�ir �� L O G S O F S O I L B O R I N G S ❑ ��ss A��a9ram o���e l�l 104 Marty Drive, Ste 3 Eden Prame, MN 55344 BuHalo, MN 55313 f 12-937-5150 612-6g2_25g7 toll tree t-888-682-2587 FAX 61? �?:�� '�+i7,' FAX 612-682-2639 I nr:�liun �ii I'i���i�l liulll:in�l Ilr�'rlt)�nitCnl 'IR7`)S 1):iii I_':11�1!`)\ Ia�xinc�m:iilr h� Il��h S�visti� (�I,i�s�fr:iu�inti�.lrm AAS11O l�til)i�-ti(�ti X Unilir�i Othii ,\u,c�i ��•r�i Irhirl. I���ii 11:ind X tir Yu��rt 1 1i��hi ur I�iiikii \ Ulh�r !)c���!3 li�,ru�� !vumbci i)�p�h I;urint Numhri=--- ZZ in �`�ui:iic I:Icvalicm in tiurl.��r I:Ic�:u���n liit �lun,.�ll('h;trt (r�t �1uns�ll C�h;irt --�— --- t� .�4�a�Y j ou�v/ /OY� z/z. U 54n�y l-aavr� iOY�Q z/Z � � � - ------ ��-- San�y !-BaM �Dr'R �l3 aa� IGfR 3 ------------ �-04� �a 3/ �--- �� - L6ah� Sunc� ro'sR yIy 2 y -------z-y �oamy SQ�d _ Z,SY `/l� / 3 3 a q --- S 0 --- ---� — — ��a�r �S�nd r�9r� 5/�( ' __- �o d� �o��e sl2 mo�1A,s s 6 6 ------ —--- ------------ 7 � -------——- ------------ g A Gnd oC 13orin�at (o�^' �r— Gnd of Qorine y� fcct. Standic:� �+airr t,ihir Standing���:�(cr tahic I'rc�rnt al fccl of dcplh. Prc.eni al Irct o� dcrth. hours alicr horinL houn alt�r h��rine \iH rri�rn� in hniin�r h��lr X Nut rr�scnt in h�xing h��lr \ 1!,Vlr��. .. ,. 11u1r/t'�l cr�il ,� I ' ' �li�•,r;�.� ! .,i -Lj �i(�I����li � l i i�ri��il al �:,i; � _. \„t i���.,:��� �;: !•, „�ti.. ���,I. I l . �. .., .. . ; .,�� ; .��„� ,,, �„„��� ' . � � „�, ,,,,��„ �, „ 1 ri•,.il���n.:tnJ��nn�i� ,. .. . . . �, , � k _ _______ �_ : __ _______ __ ; _ � _ � , �, � . Westwood Professional Services. Inc �� ❑ 7599 Anagram Drive � 104 Marty Drive, Ste 3 P E R C O L A T 1 O N T E S T S H E E T Eden Prairie. MN 55344 Buffalo, MN 55313 612-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location: Carriage Hill (Bohland Dev) Lo f' � Depth of hole bottom: 12 inches Hole No.: /6 + 1'] Diameter of hole: 6-8 inches Date test hole was prepared: ��ZZ,��� Soil Data from Test Hole depth, inches soil texture soil color see logs Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches Date and hour of initial water filling: �v�/�l Z Depth of initial water filling: 12 above hole bottom 1 Method used to maintain 12"of water dept in�ole�for 4 hours: Automatic siphon Percolation test conducted by: R. Swisse Percolation test started at �; L� f 9/y/ Maximum water depth above hole bottom during test: 8 inches Date /v,2�/C�$ WATER WATER INTERVAL WATER DROP DROP PERC R.4TE TlME (Minutes) DEPTH (fraction) (decimal) CALCULATION q%27 START O _ � '` -- ,9 ----,'-�- ----«:_�. A 9� 6 J� I I � �C.J TIME - DROP = PERC �� �• y 6 REFILL O _ ` ----��- -----�-------- •---�--��0- B 10;Q � 1 ( TlM — DROP = PERC �O;d 3 REFILL O ` ,! �� JY� �C IO'ZI I I •� Tl� - DROP = PERC �I� YI REFILL D Z'�----- --!'��------ •-I_$,_T__. D S OL Z I (� � .� 71ME - DROP = PERC O.'� REFILL O _ _I�---- -----I--------- •-��------- E � 7 �O�Z � � ' I TIME - DROP = PERC /D:Z3 REFILL � --1,-5_---- l-r�.7__ F � `'v � IZ 1 ,2 I�� TIM�� - OROP = PERC A, B, C g, C, p /��i�e>�qofAH(' .Cmulh�o I n/AH(' l.vXe.i pnJB�'/) .Sma!lra q aJUCU X �.�U — X �.�� — .1m�/lrsr M oJAH(' .1mollrv e uJH('U �', �, F n, r:, � /.ui•r.rn��l�'1�F .Gn..11r,�a.�/('/il. I.uA��.reu/l�l.l V.�,d6�.in,�/Ph.F . � U.�U — \ ��.��) — [m�dl.v e nj('/4-. Sm��ll:��v uJIU.F ''� , . Westwood Professional Services, Inc �� ❑ 7599 Anagram Dnve � 104 Marty Drive, Ste 3 P E R C O L A T I O N T E S T S H E E T Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location: Carriage Hill (Bohland Dev) �o� � Depth of hole bottom: 12 inches Hole No.: /fj tl9 Diameter of hole: 6-8 inches Date test hole was prepared: 1�/22 /9 8 �- Soil Data from Test Hole depth, inches soil texture soil color see logs Method of scratching sidewall: hub w/nails Depth of pea s�ze gravel in bottom of hole 2 inches Date and hour of initial water filling: /t�/ 9;�� Depth of initial water filling: 12 above hole bottom Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon 6 Percolation test conducted by: R.Swisse Percolation test started at q'J 4$`— 9,�y Maximum water depth above hole bottom during test: 8 inches Date 1'Z�2�'S/�8 WATER WATER INTERVAL WATER DROP DROP PERC RATE TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION �:YS� START b --- �-- --�-��----- ----�-S .Z A 8 ;(� � � 3 �� .� T1ME - DROP = PERC 1 /d/O 6 REFILL — d — ` �� ---�. ZS---- ----�6-��-. B D.� 6 ZG I ' � �� I Z,� TIME = D140P = PERC /D; 2 REFILL / s a 6..__ (� ,Q C O� v�b �� ( /B . TIME = �RO�----- _ --PERC----- �I.�Y6 REFILL O / ��----- •----�'-��-- ---��_�--. D .' 7 Z-� ��/ I �(Z� �,� TlME - DROP = PERC I� ���7 REFILL IlL �-�---- �---�- � �--���-�--- E .� l � �2 i� TIME = DROP = PERC � REFILL o ��----- ��-7�---- �-1 Y- -----. F � / �`3 �� 7 TIME - OROP = PER� A, B, C B, C, D L.rxrv duJ.lN(' .\.rwJlcv a uj.IH(' l.n�;c.i a,�JH('1> .G.ndlrv a u/H('U � U.�U = X n_�U — .Cma//rv d r f.�H(' ��i�Jl.����,J H<'U C, U, F: 1), F.. F i,.,,,..,u,,,�ni. �,.�,n,�:,,,�i�r i,,,,,,,,;,,,,,r� c,,,.,u.„a,,,r�t:r � 0.10 = � U.I1) �m<./l,�i�„�r'l�F. Snr,�llre�a„J/11J� �. '`• . Westwood Professionai Services, Inc �� ❑ 7599 Anagram Drive 0 104 Marty Drive, Ste.3 P E R C O L A T I O N T E S T S H E E T Eden Prairle, MN 553<t4 BuHalo, MN 55313 612-937-5750 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location: Carriage Hill (Bohland Dev) Ld"�' � Depth of hole bottom: 12 inches Hole No. � ( --� z 3 Diameter of hole: 6-8 inches Date test hole was prepared: �/27�/f+g Soil Data from Test Hole depth, inches soil texture soil color see logs Method of scratching sidewall: hub w/naiis Depth of pea size gravel in bottom of hole 2 inches Date and hour of initial water fiiling: �Z�La 9J/�" Depth of initial water filling 12 above hole bottom Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon Percolation test conducted by: R. Swisse Percolation test staRed at ' 9 9' Z Maximum water depth above hole bottom during test: 8 inches Date �2�23�/�^g WATER WATER INTERVAL WATER DROP DROP PERC RATE TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION 9;Y9 START d _ i Zc� .-�'1�------- •--�-�=�-. A / '(,`'j ��/ I /S ���3 TIME = DROP = PERC /O.� REFILL � _ 1 S� ' —�-�----- _ � DROP ------ •-p�C-�--- B 2 � ' 7 C �3�6 / G O�� 3 T1ME _ 10��g REFILL O --�6----- -�=Y-�------ --��_�--- C 2 6 � �6 � 7f . y�{ TlME - DROP = PERC 9%SZ REF/LL o 5 D — -----�3 .___l=�--- ---�--=-�- �3 �IZ I /Z TIME - DROP = PERC .n� iD;I REFILL I IZ 3 ---20-- --�'�------ ---��`� E L : � ZO � � �. 3 TIME - DROP = PERC /D: (� REFILL D _ � � - �G----- -1-�-�----- -��'------. F ' ' ,� TIME - DROP = PERC A, B, C g,C, p l.�irgesi Ma/�ec' sm�u�•,r a„f.air�� i�.F.-„a.,/rirn c„�<,ur.,�a„/�r<'n x O.IU = � 0.10 = Smaqrsi M oJAH(� .1'mallcsr k nf H(�D c, n, E u, F, H l.u�r.�aul�'l�F. 1)mdlecr n o/�'/U�. l.�..�a•v a„/I�IJ� �o��J6�,�.�.��1�1.1- � 0.10 ° � U IQ �m„ur��a,�J�'l)F Cmulfeva//.�Il �1999 Westwood Professional Services, inc. .` LEGEND / / / �/� w exi - / \ � slmg we// \ ` � soil barng Q pe�co%tlon test ___---�---- . � � / n x existing fence '�-� / ' � existin9 decidrious I/CC - / �� /� .� v � �Z exisfing coniferous t�ee • / • — / — — existing e%votion confou� /// • �4 existing spot e%votiov� / ` � �� 92�4 p�oposed spot e%votion E/evofions �e/afive ond ossumed � / � 7 7 H E/ewtions rdotive to U.S.G.S. 1929 N.G.V.D. / � � (0 � 3 �� Denotes p�oposed su�foce dioinoge C� � -?� P tMARY� SE T 1' M � � �g+ �5 � � �4 F 0 ID `" � es- GRAVEL T E C � � � (� ��p � I �Ch�voi compoction in septic o�ea before, du�ing ond pp T ofte� onstruction lJ L\ � sg 3 , OP E �� cT�en es ore to be insto/%d pc�o/%/ to the contours ond fhe P W LL excawtions o�e not to exceed o moximum depfh of � , e R�PpSE� 5 . . �� ° � 12 inches be%w the existing ground su�face. A TE ATE SEP IC IT � RO e� �M 3. l�e�i befo�e d�i//ing that no sepfic fonks o� d�oinfields (41 L OF 10 ID . + o�e ifhin a 50 foot �odius of p�oposed we// %cation. � (100 feet for sho/%w we//� � GRAV' LE S ENCH � 1 S 3 . 4. Verify before construction that no sha!/ow we//s are within 100 feet, o� deep we//s within 50 feet of p�oposed septic � tanks or droin�e/d oreo. ' � 16 5. To extend the /ife of septic system pump septic tanks o minimum of eue�y 2 y�o�s. \ S 22 — 3� L E 6. See attoched sheets fo� oddifiono/ construction defai/s C EP I � S81 7. Soi/ C/assified as Hubbo�d /aomy sond(H60� 12-18�"s/opes, 62� \R�P B�X T , according to the US Depo�tment of Ag�icu/fu�e soi/ Su�vey � 8. Site p/an p�epared by o� unde� the supe��ision of Bernie � �F- N�� Mi//e�- d.f.P.C.A. License No. 43 Dote/'�G � \ 75' WETLAN�D�! . � ' � ��, , � � l � - . � � . �� � ����: � � � � ��y_ ��� � 0 40 80 120 W e S t W 0 a d Property location. DESIGNEO BCM REQUESTEO BY: DATE DRAWN BCM Septic System 4���09 Westwood Professional Services, ��� Lot 1 CARRIAGE HILL Orono Bohland Development l04 IAarty Drive, Suite 3 � � — Buffolo, MN 55313 CHECKED .1MC Site Plan Job No. 612 682-2587 P�ym°ucn,�`'B`'. 98796