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HomeMy WebLinkAbout1997-009410 - new septic PERMIT , .CI�Y,OF ORONO PERMIT TYPE: __ : 275� Kelley Parkway- P.O. Box 66 �,�,w =��� �°`=-� �� �. .�'`_�-�: ::: Cryst�l Bay, Minnesota 55323 Permit Number: .�� , ..-, , , (612) 473-7357 Date Issued: �,�.'" �� - � � SITE A�DRESS: � _ _ ,_". _. ; � : . . �-_ -_ -: DESCRIPTION: _. .. :w..- . _ .. _ '��_ ; :...-. - - - w. _ .�, -u;�;E;i t. 7}�,_ i ai=':�! __='�i�`�' -��°=�+1�= �,�,�`'-,�}Y c,i ,7;-, _. _. .. — {- ;;t:.p' 4;_ rJ �ii��i�:.h�i� i 11�'i j � a..s6:^ i"��._��i f'v..� REMARKS: FEE SUMMARY: __;�-r I-„�r��F;�_� ___.____ ^� �__. .�._ }-t�:: ��'�:::ti �(i CONTRACTOR: - - - - - OWNER: _ __. __ ..�_. ..,..�.... � _ . . s_S..J:�. _. � —.__ iaa: ' _ _ i/FF'�.! ' =�f�}a'..�... . ........ . .. . . . .. . _ ._ .... .,.. . .. , ... _ � _. ... �, . ._. , , ... . . ._ ... ....5 _. . . .,. .�. ,a«. ._�. .....��, .:r i�3 p�. ..L; � "•j,. i:'Yi..'F..:�f .�i t 3 ' ;_.�. ; ,S'u;:�.:���_ � r s�.: i' — � i`�. : ,3 . "s - � �'. � ; [ }v ;'t'`at r=� �".._ ...�.4. _l: . .._ __ '�.:._.__ %_E ���_� . ..._.._ tt�F ?. . i t�> � .E. .. . w _ -��_.w i�E :�___ � � ; i' sa...._. . _ t . _. ; L �' ` ` ; 3 "t-t ..—`— - N'�,;: - - ' . � , _.., _ . +'�a. .-. � _ � . _ .... .. . _ .. _. a� . ... y;+ m r..,. ._�,. . . .. . � . , } . : f � _ G, : �� 1 � � (y��-+� __ APPLICANT�PERMITEESIGNATURE � ISSUEDBY:SIGNATURE CITY OF ORONO SEPTIC SYSTEI�i PERi1�II'�- ICATIO�,' Box 66 (2750 Kelley Parkway) � Crystal Bay, I�IN 5�323 ��� �'`� ;5 L�� `J �� ` _ JOB SITE ADDRFSS: � � � Occupancy Type: Residential X Commercial Qther Permit T�•pe: I�'ew or Replacement Sy�stem, $100.00 Repair Existing System, $ 50.00 (Tanks or Drainfieid) 0.50 State surcharge added to above fees , �`See fee schedule for non-residential permit fees O�vner's I�'ame: \) o� i.� �V U � �i � PhoneNumber: I�Iailing Address: / 5� � (�, ,� S 1 _ City: Ztp: _ Contractor's Name: C (u�c v- /-f� l< <�=� PhoneNumber: � 2 `� - 7 i 5� Nlailing Address: ��.� ��� �>-Y ��� City: / ���-��i Zip: .s S 3�7 DO NOT �IAII� PAYI�IENT WTTH THIS APPLICATION GE\rERAL I�'STRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 2. Permits ��ill be issued only to contractors holdin� a Ciry of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system desi;n. Desi?n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4. The followinj inspections will be required for all septic systems: A. Pre-installation site inspection to include i.nspector, installer, and general contractor. B. Tank installation prior to coverinJ. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rouah-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution pipin� installation in the rock bed. D. Fi.nal inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holdin�NIPCA Installer Certificate shall be presen[ durin� inspections: A 24- hour notice is required for all inspections. t � , r NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. �,i�'� 1. I have received a copy of the system desijn including the City of Orono � Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: � Precast Concrete _ Other Manufacturer �u'�/��� Tank Capacities: 1) 3�.�= gai. 2) / 3��� gal. 3) 3��� gal. B. Pump Station (if required) Pump make & model �� /�l f J��� (attach pump curve & literature); system desi�n requires �'� gpm at J '' feet of head. Hijh water alarm make & model �=�. � :-{, �� Outside � ' electrical work to be completed by � installer electrician other Inside electrical work must be completed by electrician. C. Treatment System: \,�, Trenches: s.f. /� Mound Depth of rock below pipe " Rock bed di.mensions �'x ��' Drop Boxes Sand bed dimensions �'x�' Distribution Box Pressure Dist. Pipe Diam. / '�z " Maniford Pipe Diam. � " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) ?�� trucked in The undersi;ned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance with the ordinances of the City and the regula[ions of the State of Minnesota, and certifies that all statements made on this application are complete, true and conect. ) .r ) / C -� Si�natureofApplicant: ���-�� f� CJ�C��� Date: l �%�� �' MPCA Certification No.: �-S �� Staff Review: Approval �_ Denial . � p Revie�ver: - _� ,c �� ,:-----�. Date: /��--� Reason for Denial: �� -_.•�..-- 'Qv �.� , J �M CZTY OF ORONO SEP�i� SYS�''�NI APPROVAL A � � n. O ����,��, � �� �ITY o� o�o�� � ���lr� �� hlunicipalOtFces 1 C5� r,1,,L., � �.. �,� �. ''�ti��� `'�� Post Oti'ke Box 66 . ,�� � �P� , � Cry�stal Bay,Minnesota 5532�0066 kESH� - LOCATION: 1540 Fox st. OWNER: John Nolan GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: xoch's soil Testing REPORT DATE: May 28, 1997 The City of Orono has Approved your on-site system design as of June 24, 1997 (approved-disapproved) (date) with dle following corrunents: THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until tlie Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY HIND (cars, trucks, earth moving equipment, etc.) is allowed�vithin 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF R N By ;f`� Stephen eckman, n-site Systems Manager TELEPHONE-473-7357•FAX-473-0510 ��o���,'s Y;.���a� ��-�;:,�ii��J � ' ' ��QOU�' �5 (�C'j�� i:�.;�. !'��: Ei1 � , L��rcCtn, f.'iIu :a.`�'�.;l � . . T.-i `.[' i,.f �, i:� .:'�;`.ii' John T:�alan 5/��� 1540 Fox St. �� Orono , r'inn. ����� ; � ��' . Job Site; Above Address Per�colation tests �.nd soil bor�ings were done on the above lot and it w�s deteer•mine that a mound system would be neec�ed due to mottled soil levels. Pr•imat�y Site- N'ottled soil level--2 ft . 10 inches and 3 ft. 8 lnche:� A�ternate Site- P"ottled soil levels-3 ft. 4 inches & 3 ft. � inches. Phe City of Orono On-Site Sewage Codes require that the minnmum deptt� to mottled soil be at 4 ft. or� deeper� befoz�e : � tren:h drainfield system can be installed . �'herefore with the abov�: informatior� the only type of system that can be installed is ::� pressurized mound system. A soil bor•ing was done on this �ot on 5/20/97 and the mottlr� l soil levels was found at the s:�me depths as previously l�eporced + therefore it can be assumed that the same percolation Y�ates exist that wer�e 1•ecol•ded in 1989 r'epol�t. (Date-6/1�/�9) 'Phe size of mound system needed foi� a .5 bed��oom hume (1�.�.sed on 750 gal/day daily water useage �.nd a perc . rate of 40. 6 tnir./in. the siz�ng factor�s primary site ) would be the followin" size; Over�ll �ize--3510 sq. ft. t?pslope I..en;�th--85 ft. �ownslope Length--95 ft . '�lidth--39 ft. Rock �?ed �ize--650 sq. ft. Width--10 ft. Length--6} ft . Amount of materials reeded ; Sand-- --120 yds . 240 tons Ave. Depth--1 . 3 ft. t�ocis--24 yds . 34 tons " " --1 . 0 ft. s•�.nay L,o�.m--4-5 yas . . „ „----1 . o ft. �ro�>soil--loo ya�. �� ��---ioo yas . "he above amounts could var�y by plus or minus 10 ;�. "his mound must be px�essurized therefore a pump tanE� and a pum� is needed ; �iz� of pump tan�c--1300 gallon Size o� ��ump-- 50 g. ��.m (must ovex'CUIP.� at least 14 ft. head �:�i�es�. } Pumpin.� i�ate--201 gal/cycle( 4 c�rcle/day ) �n al�rm i s;�stem must be installed in th'e house to indicate pl.mp failul�e , this must be both a sound and a light al�zJ�m~sy°:;teli�. Size of septic tanlis needed--2-1300 r,�illon sealed t�,nEts. Site F,v��luator � � �� G,�,�-`,' Rc�bert t1. T�och , . P.C .�..�� 193 ,. . i i ��; �i ,, , � � � �� . , , � —_— -- ----._ _ _--. _ �u+� .`.,,� , _ �. ____ _ ___--__ . _ _...___. __ - i .L� .� ���.�., ____—__ _._ .._ -- __-- ,� �w�..�� '�� �'�,�'� _ .�_ ' �� I w��,,, � � ; �--% y o�a� —� �ERMR IY�7, �,�,,,, A�"dOt��.� ,q� St7BM91�'�D I � A��OYED VYITH CQ�F���'apNS AS NOTED � NOT ApPf�pVEp _., Cp{�R�CT. & RESUBMIT, �hase co►+�ments aqe for your tnfcrmation.All vyprk shall b� �M� �} � �t ��!ianCe wt:t: �te a�HC�fil� tt:dtlrPll7g & � lfiAEtu r ` t �nta Inci:,�1;n� itertia not ' �8 E4f{'ba � � '�i� �. � �� J� sgcacfficelfy nofied In this n��:s� � '�` �� � •i�fi N• 7H1�'� F{ j�`n. ';�:'1 .J>'{ ��:4.'�. t;. � -- .. — �i r A,�.l: ��,�t'. � � ,. Jt,♦� :�� ,� 2�7� �U � �- -,� -- t --+-_ _...._...._ � i � � _Y` _.._. ���i` , 1- IG _ _ _ " _ �� ', '3 v o �� ? � � �° �X 6 �'� -- –� -- /r,�- ---' "- '� I r�, „ � � y� � � _�----- ` �. -��.M�r� ��c-.� � -�� �` �� � �9 ��- t � ----- -- _ . __________-- �", �-��- ., ��; �� �i�,�l��b�v � 1 �,��- � ��. ,,,,� � �� �� � i / ti , \ � � \ �t i A�1 9r�� V�... i � � i �� ,� , , 1\ �J;/ � �� �rT ' � � � � __ , , ; , �,���� /; / I �,,v•,.1�� , �� I � i —+ ._ � . _�..._- _____.___._�.._._.._,__ �.%'� 'S �T V ��.i�r �'�=---- r, _ , , � � - � ; , - �.r--��---. ._.___.—_—.�!!, . ._ � ; > ; �,1 � f' � 1�� ,� � _ � - , ; �� ' ' � MOUND 1�ESIGN WORKSHE�T !�y� ��X 5'1� • (For Flows up to 1200 gpd) t�. �.Ow � rauu�+tn+�:ww»acFluw�wC� , ,>µcr<'.., ` Estimated �s� gpd � �e.G�'�"�-'-►�.� :����.�_�,___ , trwnbr� ilyycl ;i�t! 7>� 1}, . - i� or measured x 1.5 = gpd. i � o�` �- -- �-�--__ z xiu� -�s i��, ! �.{. B. SEPTIC TANK LIQUID VOLUMES a ��7^a-''"�'—'� ,l.�.. �t����,�;'� I :��a �tz � ViWK. y�1�,'����!ga�l�� � ��� �� � 4-.t.n.+ �]U �� �u � �� G � �� ,__S.� � xk� � ,.� !s' � T�1� r �� 7 " �li�� ! :M�, 3 ' U,, � � l� � <'� .�, �,: C. SOILS (refer to site evaluation) _ � - ..,.,.,.,.... .�.."" 1. Dzpth to restricting layer= �--�'� inches �• � feet ����'`"`" '"`"'" ��. , ���,. Nunnu�A M1w.�ww4.��rJ r_. .we�.rww� j �•�.�.4i.,--. 2. Dzpth of percolation tests = /2- inches ��u �f •��-�.�� � .�w..� ' 3. Texture ��A rn Percolation rate�mpi 2i1"` "° " � "" � �„�u :,:,,. -�. Land slope ��,, o % �f h ��W `l ,._.., M._._._ 7�Y �.4W —��i('.� +w.i D. ROCK LAYEIZ DIMENSIONS y ` w'"��� 1. I�fultiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 � �, � '���gpd x 0.83 sq. ft./gpd = z 3 sq. ft.� s;� �. t��w �'� � 2 Select width of rock layer (max 10' if<120 mpi max 5') _ /a tt. + 3. Length of rock layer = area -width = r a•� —� �_�- .� � L [ /� � L n o ��, o n y� '=---��-=�,• �ij .3C) .S(�. lt. T �L�lt. � 11J �-� lt. "^J-�oofU.a.fGJ�C�D``-0o� O.'i�y+....,Q+.1�..+.- ..rw..w.• ! . C o d � i n�dA., n Op.o�,G D�ll � '"" � . L 9 yA � '4Y"'7'..µ ��. Width�ft °`�=�-��.;.�?::_�:..�..�..: <120mpi <10' Len`;ch C.`-.._ '.�t � >120mpi <5' � � � E. ROCI< VOLUME , 1. Multiply rock area by rock depth to get cubic feet of rock;�a��' sq. fr. x l�/�� � � ; ft. _ �� cu. ft. � 2. Divi3e cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �:�� cu. ft. — 27 =�cu. yd. ii 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �� cu. yu. n 1.�} I ton/cu. y d. = 3� tons. ; _..�.,�.._..__ __...� ____ �__;.�...,_ ___ ,_.� ._ , ...._.�_..�:;.Y:...���.,.. F. ABSOP�l'TION WIDTH �„�44.,www si�.,:.,��.,��� �.�; , 1. Percolarion rate in top 12 inches of soil is"�G' � mpi �n�.��,<.,.�� �;,;,,,�,,,, �,,;<,,, ,,,,�,,,,,� Texture ^�'�/�I�1 1 ) Nt�nuw�,cr Irwh SWI Tc..iws Fw.isr sc: ��..::.w N:,;:a �.��. .� /-- '��,$ �r�j ! (��wi ,.,;...��,..�c �_ .,ww�e� �_ , __r... ..:-...,.......... � /�Q`7�� •�yL 5.�-��"] Fawc�u4..�o� c�:,�. s.�a �'�. ':w i• UJ w± 5..,..r t ...: .. ,iU �� 2. Select allowable soil loading rate rom table; ' ����� �,�u � ,�- � � e w�� s.w,� .wi u . , �z Q:�� �pd/ft� �e� � � .__ � --j�"`s� =S�i .��.,_; ,,G:f. I::,.� 'd'. i; �6 tu o`o� C�..r t.....0 �;�.. �- -- .�- ' GO W I.:J CI.Y v t -�� 3. Calculate ddsorption width ratio by dividing rock layer s,oW«�,.�,�.o c�.., �: .: �, ;; loading rate of 1.20 �pd/ft2 by allo�vable soil loading rate; � � 1.20 gpd/ftz;-a�� gpd/ftz = ?, �6 ; ; � �. Multiply adsorption width ratio by rock layer width to get ; required adsorption width; � 2.yG X _/o ft = Zy � ; 3.��,r Cover l' � - d `�{�a.r_ �. G: DOWNSLOPE BERM WIDTH S'°�=-=- �. f- },3p� �--� x,- �,a � ,• a 1. If landslope is 1% or more, �_� � �� "� ' � ' , .a:,:' ��M subtract rock layer width from adsorption width , �,-�J � �P * y � � ., � ..` , <xo�k 1' � C,;:" :m ,kv r� .r' �=f•.r � ' Clean Sand� to obtain minimum downslope berm toe �+ � ��. ��Yt -�ft = �feet �� � d...°•T""�,--..�;.�%�,- atural Soil 2. Calculate Mini.mum mound Size ------__.. _ a. Determine depth of clean sand fill at Up''��w;a�n °°W"''''F`w"�"`=-/y,�-� upslope edge of rock layer: �wl��� .w��4�u��,wi��, S�paration 3' -_ 2 ft =.�_feet /�,� ��-'�j b. Add depth of clean sand for separation (2a) 1'��� at upslope edbe, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; / ft +lft + lft = -� feet g�� ,..�-. .�..._,___.,..:� c. Ent�r table with landslope and upslope berm - . ,. uP��e w�u, rario. Szlect berm multiplier of 3. �� . � Q o�--�,r-r:-x+r�nsz.a '�� �ti7t. Upslo e Width-: `�Qo �"�uG,� Rcxk ����y�+aw.•,� .GpSiu r be�ur{i d. Multiply berm multiplier by upslope mound I �_ �n ���o�y< w„�a,�`''io,,,,a4 ���,x�; _ height to find upslope berm width: 3 f� /�',�` uo�4°W ?���'�'Q�L�� _ �°:�f�N��°. /�5� '�- s .3 x 3.�: - ,� �Y feet = /� � � e. Multiply rock layer width by � � ' ,{�, - ,.�' rminz d r o in e l e v a t i o n• H /��� oo„�,sio�w�3wl�r � �: 3 'i' , � lr:�ndslope to dete p , nt��aon waa►n_.,�t_�...� .� .si�� �x � %- 100 =G,�, feet � t G �-��.: .,�;:1�_�� � f. A d d dep t h or c lean san d for s lope J T��,i c.���a� ` -�`-- ---~�^^�--- - -' difference (2e)at downslope edge, to � the mound hei�ht at the upslope edge of rock layer (2b) to find the downslope hzight; 3.o ft + D•� ft = ��feet g. Enter table with landslope and downslope berm ratio. Select bzrm multiplier of S. �-� = �-� h. Multiply berm multiplier by downslope mound height to get . downslope berm width: .�. G' X 4-.'3 = �feet HEKI�iSLOPEINULTiY1:'F.r:�; i. Compare the values of step G.1� � and Step G.2h� �a �owivsLorr: urat,ur�: Slupc brrm a►ulu{�l►ecs Wr r.uiuu,i lau u.ua�./i,tN�ta ivt v.u�uw Select the greater of the two values as tht'. in% bcav�aiu�{�enuus a�aw+►It�c>�<�ti dowrulope berm tividth; /y feet -..�__...,.,.___-___.----._.____. j. Total mound �vidth is the sum of �• '�� �5• n l �� , y _,�;:;��.. _�;_�.___�,;.,� 0 3.0 4.0 5.0 6.0 7.0 3.0 � S.Q c u %�> >i� upslope berm (G.2d) l 3.09 4.17 5.26 6.38 7.53 2.�1 3 u� �1,70 �tw c.':. �.i! �vidth plus rock layer width (D.2) ,�, 3.19 a.3s s.sb 6.sz s.ia z.�:s a-.. i.s� >.ao o�+ r�r, plus downslope berm width(G.2i); 3 3.�o a.sa s.sa �.sz a.� �.�s 3�:: :.�s s ua s.��� o..;� C ��_� t�ft t � � _ -3�_ feet 4 3.41 4.76 6.25 7.h9 9.72 2.6d :a� �i.i'J :K.1 5�+o G.�:., k. Total mound length is the sum of upslope 5 3.53 s.00 6.a� ss� io.r� z.oi j +� a.c� a�,: a,=a a�� berm width (G?d) plus rock layer length (D.3) � 3.� s.i� �.��s 93ti ,z.o� 2.�►��s '�3as �a, �v� s.�� plus upslope berm width (G.2d); � 7 3.so s.sb 7.69 io.� 13.73 �.aa � :. �u �+: a�,u :; U,� 1 �.'f ft -}- � 5 ft �' 1�� - � feet g 3.95 5.88 8.33 lI.S4 15.91 2.4: j . : 5! �+��7 �av �n 5- 9 4.11 b.25 9.(� 13.(u IS.92 :.30 � S y5 :i jh� .r s;, -,:;�. {��ii�J�'�� `�" f- �i•- -� �� C ��� 10 -3.29 6.67 lO.W t�i)0 2333 ?.3l � i s3 �75 � i' -�-.� 1 �.~in�l �3imnensions. ll 4.48 7.14 ll.11 1765 30.43 2.:p .'. - S.'13 �.b� 3.vi -: ;�, t2 �1.69 7.69 12.50 2t.43 a3.75 '_.:l . . "f t2 '�3.,'► f,ti , �J X _7 ._._:r....�.....�..,.,.,...,..,,,��_..._..,.,..`` _._ _____ __. __�_ _---...... ��. ,-� ��� . � �'�" - �,1- !'R1?ti5l]Rt�]�ISTRI�U'�ON S1'STEM ' �r,o PEfiFORA710N c,�� A F��;6-�;<<�;r�.0 �.�r4, �"(ilW► �NMM! . 1, _�l s Y...�. r',X,,,...._4, . 1. S�lect numb�r of perforated laterals '�M;:�" > '-�; ;, rov.ou �> �.o,.�,:.,..._._—,..-..,x.....1..: �� . Y . {.. .. �� . .... ^ '�Y�f :,i laa.,l��/��1 fMLIK. .� � � ) Luamy Suntl La �r 'Ywh lorei �r r.��ar w . Seltct ptrforation spacing = fret. y ����� .-,..:s=.:. ��.,,� �u,»�� I •r7o�.:—__.i�,�•.�.—n��,W�1��3,i1�u�� lMl1�wJ luult.,; �;`�{f � � —n,4: k�lu :u�! Ma! �(+�M �. Since ptrforations should not be placed closer than 1 ft. to �,�P��s �--��-� ._,, ,_r�„ ,�•,� ; Y � k la er see dia 7ram �' ruln fl�ld Nock � � �� r.�,, �„y«, the zdhe of the. roc y ( b ), subtract 2 ft. from , . �--�«' ` y, , . F'����r0uun.lu�ai�,�41 t1lC rc�ck lay�'1� Il:ll'b'tll. , Cl�un Su� LaYr� u�uwn a �.e��u„i "�I'�,�"'�–"�V'"'�1.^"'....---v. �� !f. = .`JJ� feet. Oriyinal Soll Proy�rlY :+4�u�l�eq K�ck layer leugth bNa�Pl�elnq Said Laro� . ..._...,.,T,,..... K.:.�uu.�J i'wl�uw��..l��:_.�...,rt� . -�. D�termine th� number oF spaces between perforations. �ti.���.�,,�<<�u�� �. ���� u,.:h.�,r ---_ .�. _. _�,a . Divia� th� l�ilbth above by perforation spacinb and round 1�.�� �s:���•�w� � ; ��� c��<<� down to neare5t whole number. ~�- -- 1.Ua �ts^�r� � , t�: � . b u.�u j ��'[t� l_enbtll pert. 5paci�lg =j��ft. -:-� ft. _�=spaces -_-.- ----�-....,�-�- �3� �2� a.Usr fur�u�t,lr f.�uu�_ ��,�rt�m, b.Usr fur��U.�tt�rr.s;,�,,: .,tuul� 5. Numb�r of p��rforation� is equal to one plus the r}umber of �,._ pzrfor:�ti�n space� . � �� Maxiiiiuin nu�nb��r w y�.0 •r it1�J��•.��1a�.+uu�;: ��-? Spaces -r 1 = �� perforations/lat.:ral lat�r.il tu hu�r�i.�cur�� lu ..a4;,c:i ,�;}��i�asi,�t��. Perforatiun m � G. Ivlultiply perforacions per lateral by number of laterals to SP°.�`�j� j; j,� � �et total number of perforations. 7 5 �� •-��� T����� "3 ,.. .� �" 13 � 1� ��'t� � �, - � erforations. �--•---- later.J� ycrls/latcrrl P � ; 3.3 1? l�y "�.`� 7. D�t�r,nine required flo�v rate by multiplyinb , 4.� 11 �� �: 11Uillh��' Ot �erforations by tlow per perforation i 5.0 �Q j�. 7'? � " ��!�� _ `7'Q� 7 iTl. � � �/ ►wa�o�o 4ucAttn .r �,w uF wu.rw.►ik u��rute�snx� pva�, j��rts �N��i/per� —--bP �' �J�i-/ V .�--�����,..�.,...,� _;�„� b. If lat��-al� are connected to header pipe as shown on upper �'�""T r.�'''�`* example, to s�lect minimum required lateral diameter; enter ��.� ''�M,�.-�„� tabl� �vith perforatian spacing and number of perforatior►s ��` �,..� p�r lat�ral. Sel��ct n�inimum diameter for "`� perfor:lted lat�ral = inches. �' uruur�w r�.�vw�.�eo i-�:i� •�f f�M , nua..Mt��a�wwu�.vw yi�.w�,hu�. . . ' �^M4Yf�Y A41K N{ ' � �a�r M� ' fNl Snwu���Y``;G �yMil✓� �. lt p��rt��rat�d lat�ral ����tem is attached to manifold pipe near �� �'�.���-,-,�", ,, ,:,,�-' th� c�nt�r, lo�ver di.��r4im, perforated lateral len�;th and -�-�'��»,w�,�w,w��w� '`��s-"""" � b' w�., •... �. iluinb�•r of perforati��ns per lateral will be approximately one � �,,,.••��r�„ jl;:llt O! t�1at 111 St�p 8. Usinb these valuzs, select rr�inimum �,�,��. ,�,,�.--!,, �` 4 ,��• �li�n���t�r fur p��rfor��►��,; lateral = � inches; ,�.•�~'`�, ,.��'`,. ....� 1�\' ��1M � � � �• . � i•/ ,� iJ-�- - PUMP ��I.CCTION PR4�GEDURE ,� :�. Uctrrmine pump capacity: Gravity Distribution 1. Mu�ui�um suggested is 20 gpm 2. Ma�.unum subbested is�15 bpn� Pressur� Distibution 3. a. 5clect ilun�b�r of perforated laterals Perforatir,n t)ischar�;cs in G!'M b. Srlect perforatioil spaCin�; = Eeet. tiead ('��rluralu,n diarneier c. �ubtract 2 ft. from t}le rock la}�t�r lenbtll. tert i�«t,t�} a.,.��.,,r��r���,-2 ft. = feet. ' �3z �ta d. Urtcrmine the nurnber of�ace� betwcen perforations. 1.0� u.56 u�a Lerl�;th peiF. �paciiig = ft.T ft. _ � spaces � 1.5 u.t.�y u.��u 2.Ub t�.ttU I.U-3 t�. _spau; + 1 =__ perforations/lateral --- f. hlultiply perforations per lateral by number of lati�rals to �Use 1.o t..,���inl;�� 'r�,�m��. b Use 2.0 trui ior.,,�.;slun�;elw. ��t tutal nucnber of perforations. Arr� x F4�s a r� = perforations. �;. 1�' � �E,�„ ,,.: ---bPm' , SELGCTED PUMP CAPACIT'Y��gpm , , �. '� �y �Jl�ICCAUR�'llt 7�':, l3. Uetcrciiine head reyuiren�ents: �:�``� ____ � ,��� i�-J.'�J.-�•»,� 1. l:l�•vation difference between ump and puint of dischargc. - � feet ��Tuta }>ipe]an��,tt. ?. lt pumpul�; to a prrssure distribu:ion system,Eive fret for pressure r���uir��i at iiia�lifuld if gravity �ystem, zero. """`` � S feet �,i�� � ,i,:4�r,<:� :;�ttwr�,ti� v . pipr T �. 1'CiltlVll lUSS ------ `� a. L'nter friction loss table with bpm and pipe diaineter. a ..����-�-�-�� � -------------..__�_ ......-----•----- (:��ad friction loss in feet per 100 feet from table(f�-14). W�Y> -- 1�.L. =3 1_�ft./lU0 ft of pipe ' l�. l->etcrmir��� tot�il pipe l��nbth from pump to discharbe � �T'1Ctic,It I..i��r=��E tii �'1d5tiC Y�tpe ruiilt. I�;tiinate by adding 25 percent to pipe len�th for fittin� r.i:,;3,ina1 lus,,or use a fittulg loss chart (1=-15 feet). �,.,�e dia. f:quivalent pipe length - 1.25 times pipe lenbth = Flow Itate �... ,,,, ��x 125 = �ST feet gprn � ' ` � c. Calculate total friction loss by multiplying triction I;�ss in ft/lU0 ft by equivalent pipe leitgtli. 5� 'ZO 2.�;:' t�.73 U.11 T�tal frictiui�loss = ���_x ,3 >� +100= 3�u feet 'S 3.;:� I.11 O.In }..h5 0�3 -�. T�tal head required is the suin of elevation difference, 35 �.<i� "�Oo U.3>> sj��c�cial tlead requirements,and total friction loss. �U E.rl '.c-i 0.3':� � + 5 + 3 � — �,��� `" 7l.iJ� S_?.ti_ (1.4'3 S �.riU�,� 1::i•i„ �.,��9 1 O.Sti (1) (2) (3c) 5:i '_;l.T� 0.7u � 60 `�.tiU t).b' �`i G .iri 0.�� 7'OTAL tiEAU � � feet %U :'�� l.U�� i G Punip s�lection i 1. A ptimp must be selected to deliver ��t least _SJ bpin (St�:p A) �vith at least � feet of totzl head (Step B). L___- Sizing of Dosin�Chamber Ii __. T 1. Determuie Surface Area i Rectanble=Area = L x W W'��' x = square feet . 1' Length — , Circle= Area =n x (Radius)2 ' 314 x x = square feet � . iRadiuc Other= Get Surface Aiea from Manufacturer i rt=3.14 square feet �, • j s 2. Calculate Gallons Per Inch � w There are 7.5 gallons per cubic foot of volume, therefore you must multiply the area titnes the conversion factor and divide by 12 inches per foot to calcul te gallons er inch Area x 7.5+ 12 / �j�J�YJ�a�'1wv .��i�--��1 x 7.5+12 = �� gallons/inch �3od a-� �v-�v Eslima�rd Stwrge Flowa in Gall„ns per d.. 3. Calculate Gallons to Cover Pump (with 2 inches of water covering pump) — �i --- ! � Numbrr Type 1 'fype ti 'I)pe III � 't��k (Height (in) +2 inches) �gallons/inch or � N � (� + ..� ) x .:a5 =�:3rdo gallons ; t��oo�r�, i I 2 _"iUU 225-+—'18U-- —�. j I 3 45Q 3(Xl 2 i 8 t�l'% 4. Calculate Total Pumpout Volume , a �. s�s :se � ""'" A. To maximize pump life selec sump size for 4 �d 5 pump operations per day. ��_-> r��t�u�- asu '��a � ""��` U� i " 5�� gpd�+-4 = /g� gallons per dose ' � ; �� �x� {�� T>�R' �� [3. Calculate drainback � s � i'uu 67S �3 � �iu� �a. Detcrmine total pipe length,"��feet. I ����i�,��,,. b. Determine liquid volume of pipe,f'��gallons per 100 feet. (see page F-13) ..,.,,,.��.,,K.. ,: �.::� �:,,,.,� c Mu ti 1 len th b volume: Drainback uantit f '���" � P Y s Y 9 Y= i.2s r-r� 7 feet xl'= gallons+ 100 ft. =f,-3 gallons. � � S � �s� I C. Total,pum p out volume e quals dose volume+drainbac " �.5 `;�'H�� I l$� gallons per dose + �3 gallons = ��o � Total gallons � �� i I � 5. Calculate Volume for Alarm (typically 2 to 3 inches) Depth (in) x�allons/inch = Mr 3 x �?� _�gallons ��"�, e. Recommended: ; ���'��;�„' ,�'."�3�� ,;�.' � [nlet Calculate Reserve Capacity(75"� the daily flow) P'Pe ; RrserveCapa��ry ' � D�ily flow x .75= �J Y�i ; -7� fJc�t ��� � 5�' x .75= =��-_3 gallons �•a" ,;i� " "' -'�.�51 C�(�IlI7UI"' } + _ ' ''' ' ` �_._�� � �, Pumpout V lume : �� f� 7. Calculate total gallons r I , .�v/'�___� . ....... ;` �J .. � gallons over pump +gallons pumpout+gallons alarm+ (gallons reserve) ' � �� c�ft Ca�r�i - �. 3 +4 + 5 + 6 � c�y� �µ 3� a PutnE lit tt;} t f� + � �' �i ��'C��=�o +��_(+ ' )_��Sallons 3�,o�,:,�, '"�"�`� .`,�,.:�_,. � �J 5� 1t�,T�� � � _ Tu�L� .—.. _ h. Tut:�l Dcpth (Tc:al�;allon divided by gallon per inch) Tutal Gallun=�allon/inch _ � ��;o — Z� _�L inches ! __ ---- y. Ploat Separation Distance(equal total pumpout volume) T<�tal pumpout volume+�allons/inch 2 v/ + 'Z-: _ � inches � i PERFCRAT�O " �;t�R rF GECi�XTt�� �lOAMY S:.N� CaP „_'�._ .� L:.+t ., _J F:�,J.0 _� _p::. r .. FO LAT_ _ $tiN�Y lfll�bl $�Il. r, ' ,.s� �„��_ - •" Gn:.SS COvE-� 5,t,tiCr+ES : � �� .�i. `` ��� `�, :LEAN �.ND FItL TCPSA�I : :�' ., j` � .::�J:�� --� . , . �, ,•;� �taxrr.�u�t SWaE---- � IAYER CF GEOTcxT� {' - ",.� 1 � ;r:�� 3 TO 1 �� /r � ,. FA��71C G�? �t-ffr �-._;-- ,_ • . . i .�yi% J' y� CtE�v a,r�c �a' 1-tr�---��:�c=<1-$Y /.� J !'� iCx�%vil ?l0�'CO Cr� S�E T� s�"r "��.`'t5 ---- �-' `.r � ?� .j%, /� y' ., I� O�SrcED 5L'F�GCE y �_J'' '-` (�!2� OR 2� ,,. . � :'i�(� /,t f y,<�„ SUeS44L i r'.. J P!?E FROM PU',1P�:`. � ��� ,%' /f � CRCSS SECTION A -A t � �,�/d . .i i . � � /� i� +� � .'��' =� �� •' � .'i i' ,/- ' 3�'_Z�/1' ,• �i��' .,� � � P�p£ f�u ' CI�AlV ROCK '� J � vUMPtHG CHAMBEit • '�� �� ' ' OIV�R�•'C;J F�R �.. � 6' TOPSOIL . �. i+�' ,•. , � � � l. SURFAtc WATER '� W ' � , �/•' L r. /� / ' • � Y � � ' i i// . . . 7 - / .! . - /CJ•��p � --r • • •� • `/ j�' �( �// /� � � ���'�J�- , �j / ! // ,,� � i;� � �^ ' � y 1 �-��� �Y`. •, 9'' �� fy�3 �f y� �'PERf'pR�TED �� '' ��� �. ♦• Qx. ( �I LATER%l5 i : I '_ti �� ��aa : 'n'+.. � `:� � i f . ``.1 Sq��O• <0(� _"���� ,J �.+?. •�I'�^ � • I� . � iN'�Ki Eq� E . . ` '.° `�t 3 �.�?�;,;:y"�:: . . I � � : '� P Fi�� Sp 6'. •t''=:: :� , _ � � o � z :�.�. l� ; , � BRpkE�4YER ''1' �.�'�;;`>.,, yg� 8E� ARE4 � � : i � � � ry �P .��.�. ,� . `` ¢ _ � �---�'� � � :_ �J�! 8q�N4rtlr�,� ^ ''' .�-�.. S,t��' _� � � : � �90 �- t7' •�,� ;� ,.• - . 4 . : � vf W a � fER �AYE�' � � 3� ( _ _ i Z ; � ; — m S�`f`'- _ �o�o '• I ,n . �. �� � i r.'�;• I � r , �-,��--�-;��.�5 LAYOUT Of PERFOFATEO PIPE IATcRA�S FOR � � � - PRESSURE DISTRIBU7lOt� IN r.�0UN0 - � ; � i � l–'— — —� i PEFfORCTEO Pl45TiC ViPE - ��K ."�.^.�MaxT'��,, t� — �� TOiAL 'rViDTH � � ' � PERfORAT10`15 sPaCEQ 3b'J $P��G - t E� CN CENTER. P[RFORAT� _� �p,a�1�� � •� • •1 •� V:E4Y S�IfiJ{.nY 6E ��r�: '/ai.�� -� �., � pfR � t � � -- l.✓ --�`�" ���5^ �� P�stv vtEw �f� � /2'MnNifo�p ' �� �.! P�af , . Er+D P£,�f`�`Rw'i��{ Gf ♦ PEPFC;RATEd lAi��a� . �. � �L �EatCRat.CM1S ON BOiTC►� OF ���,.-, •�'��'Y ��-�,,., �,,a - P�ASTIC PIP£ �%� ,<� � ' 40. � � �\ ��. re...r ;�� . .j�i�I s' �'j _�� ,/' Js �'---� �. f ��-s�- .2 ��.'7 � � �_ i�t=- I.�Tc'ar �-� L--°��-'y ' �...a s�r t.�.. • . ta... o� c.e� ��., ;�;< <.-.,.,• /� J -S� GF ➢iPE iS.:M F'�r.+rl • ' ' • �'^"--+'�•-s�s*-f- / � n . � / ��""� �/ 1�::::�'.,u,t�`�'�""��^a,.w.jio. a�i.d ,.,.,:r....�,��i, ' �L Er�� �aa Q / ` �� I r�� c�a ww :.o a, �/ •� \ �/ ..�1 ��+ G�/•�I+ � F�'_C��v l•..a� II'i• E1;• � �� I e. �L'?'a, F�r�C ax��-�_� �-_y:� •1 R��..a L_��• . , . �;_� • ' , � ,' � , _.,,.,, WNTER TIGIIT Q IOCKnBI[ CLECTRIC DUX— ����W���� �E�N OR � 7HEATEU C'UST �q x 4 m�n J P�UGS Of� ELECTRIC CONNECTIONS-----, /-ALL ELECTRIC CONNECTiOr�; MqDC 2' PVC CONDUIT SCHEDULE 80 �_ IN51UE EIOX MANIIOLE COVER CHAINEU Q LOCKEO 6�SFACE LOOP OF Pp4y�� CORD FOR SEn�Eo MAtJNOLE RINGS-- r �ET7LEMc"NT • � -� � FINA GRADE 1 ...�.'�� '�� >-'` i� r ` AT LEAST 12' 'Y�� ��� BE�OW Gf2nUE �„ WIRE fROM POWEFi SUPF't.Y � PIPE IS LAID ON A UNIFOfiM $�OPE FROM � �y21tiv�..- 7,�?`�9� � � / ;� . �FOR PROPER O�AINBACK�� TREATMCNT MEA SEaLED Tn1JK COVER IF P�PE AT TANK MUS7 BE LOWEt? Ti InN PLASTIC ROPF OR CHAIN UNION. TO GET ELEVATION FOR U�tAfr�f.�c�tK, < �-y�� WITf l ANCHOR---� A ��i INCH WEEP HOLE MUST pE U:CO E+LARM FLOAT ON 5EPARATE ' WEEP NOIE EL[CTRICA(. CIRCUIT--- NOTES� ELECTRICnL w��E FROA� PGw� �� ��)PPLY �` — ,_5T3(�J�/�j--9._ _ ,� _ _ MUST NOT RUN OVER ANY 1:',tdK$ [3U1 , f.1UST BF LAID 6�.SIpE OTIIER TnNKS ,�v-�u- -�OI q� 3�� � AN� ��IUST fi't PInCED iN CONDU�1 / �'�. AIONG PU5T 5N�T:9EF�,EVE�Q_ � __ _ _ ELECTRICnL CORDS FROM PUh!r� n��p FIOnTS MUST B(: RUN THROUGN PUMP CUNTF20l FLO�T• - CC)I�UUIT WIRF.$ CANNOT H�ivE Gf�OU�`Jp �Q� OOO �� �i CONIACT, � � l�U�J� ��,.�-��� .-- �.5 %a�//� � ��>urc f�•t{ / METAL � � COvER . - �. .�. �� 3` _'�_ �� Y�' �• I' '�/',� ' j _� % a'`�� 'Or� • �� � �' ` � '.V:,. � •r-� �" f: i '_r. � , � ',~�� v I � 'Y a . � ' .i1:��•-.:��_ � � CGNCRETE � MANHOLE '�� RING �� � � � METHODS OF SLCURING MArvHO�E CGv�r� TO PREvErvT UNAUTHORIZED ENTRY �� Fiburc C•14 r �'3 p � /� . � � �j U�ti r� /1/� /cvv� � ' ' � ;'",_�-• . � �- .-_ �och's �oil �'esting w-- ..�Y6Y _��' ��� ; ,� �' /S�� �X P.O. Box 81 03 �'�., �. �.�_ .y73 - ���,�,p Loretto, MN 55357 ��J 141,�'.- : TeL f6121479-2637 -,�..,, � � Luc.ia f=:orrison � � ,�� � �,.:� � ( C��ry Gnberiel ' s Client ) � � ��" �? 6i;,�' �+ � �Orono, Minn. ,�,.� �. �---_ ..>� �,, � � �� � .. '�� �.�..�:� '�...�.. ...:�`� Job Site; PJortllwest (.l�iater of ;�out}lwest C�t:ater of aection 2,To�,�,iishiF� 117, R�nge 23, Hennipen County, Uxonc�, I�Iinn. The average p�rcolation r��te in the pri�n�ry site was 40.G n;in/in, ari;�-l. ' the depth to mottled soil w��s at 2 ft. 10 inclies to 3 ft, f' iitr�lies . ' '.titiile in the alterrt� te site tlie �ver�ge nercol�tion r<�te �:���^ -32. 2 nlin/ : n. . �nd the de;�tll to mottled soil was at 3 ft . 4 inclles to 3 ' �: . `� incl�c s. * Note mottled soil is consid�r the higlt se�son�l �i�ter t�: le ��nd is � � indicator of sat�ir�ted soil conditions. 'I'llis soil ocr.iirs as re:� �n��? �ray c�lors in the soil nrofile, eveu ttio that this soil rc��cts witt� ' hydrocloric acid indicztinq the presence �f calcium c�- rbon�te, � ' it � is � the_opiniof� of ttle City Insnector ( b�i�e Gaffron ) th��t tl; : :; ga�ay c�l.or ! is the tnze w�ter table I.evel. Tl�e City of Urorio On-Site Sew�ge Treatmerit Codes �e�ui.re�: ;.h<-,t tliN� tlle minnimum deptli to mottled soil be at 4 ft . or deener bt�ior� a stan��. z�d ' drainfield c�-n be installed. Tllerefore with the above ini;-17in��tion ( ��c�, r. rates and mottled soil levels i the only type of system tl;-: t: c��t1 be installed is a press��rized mound system in eitller tlle ��rim-� r �,� or tlif� alternate sites. Ttie size of mound needed for a 3 bedroo:n 12ome ( hasedon 45i_� g��llon�;�clay daily water useage �nd a perc rate _`of hU:6 min�in�fo�� t'he :-izing f�- t:t�i�� ) � wo�ilc� be �1 ft, long by 39 ft, wide (3159 sq. ft. ) ov�rall sire, �-�1,1:.� a rock layer of 10 ft. wide by 41 ft. long (41� sq, ft. j is rc�c�uired. * �ee the enclosed mound design data for tlte specification;�; .E-�r �klie �roF�osec3 mound systern. j'his mound *�ust be pressurized, tl�erefore a puinp tank ( 1(;; ;� g�J,IQIt ) �nd a ��umn ( 1/3 h.p. - 35 g.p,m. -pumT�ing rate--140 gallon/c:;cle �+nd at least 4 cycles/dc�y j would be required. Pn al�rrn ,ystem ( hoth a sound and a lic�ltt alarm ) rmzst be installed in tile house tv inc:�icatE� potenti�l �ump fail�.ire . * See tlle enclosed pump tan�: desi<�n for tl�f� det-r. ils. - � � P11 traffic must be kept off both �reas to avoid comr�ctic�ci af tlie � -�i1 � and ruining the site, tl�erefore both sites shovld be roped �ff by tllE� �' owner or the builder. ,�� * Note clean coarse wash sand sllould be �ised in tilis itiotind, tl�eref�a���� '" �; , this sand dhould be chected out by the local insnector to tr�-}�-e suxe � �� �� i� meets the specifications. �' �� ���{�v �ite Lvaluator r `, `� �� 0 . ��o-'45�-1�� ��_.L f \C��i� ) ��� ,� ���� t�obert T:, Koch D«B Robert Koch � i4'IPCi"`; er :.;���d /� �/� ..>/r ,/�"� C y� ,�)� / �/ �/ � ' ,,-/- v�O `�'---._ � � / / / \ / ,`r9s=. , ' , <S r / \ t � r / Y�'� '� ��, � j I I � � ; � ,�—� �� Y Pl6.� � ; � , , � �-L� �s�� C c. ; i ��� � L . ,/�J1 /- , y��. , �' 1 r �,' J ' �1 ` `>,� ( ..! 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' � � .. i '-n.-/ � � � �, / / � Vf /, � \ � � �. � ! I` / /`�� yp� �i/ a � � Ql Q � , , . � M � 1n_,/ � a� . �c�s � 1 1 ,f� � `� i � a ? � , • � . C3� �- � � i . � � '` � o` w 'r' ���� �. � � '.� . � � �'�/� ����. �i �i � x —,�, � I � 4, 1 ' �� � �W �� ti � �°`� m �� ,�.. � � � ' � �, . � �- � � � � � � � ; � � � � �� °> �� ��� , ` ,� �� � � l�\ �� .,, , � � ((� � � � � ,i J , � � � i i � o � � l � � � `n �� � � � � / / �t a � � � ` 1 1 � / � J � � � � � .. \ � � 1 � � r , i � � � i ' ^ � � J � � i � .^�� � ,�.� X � � l �� . . . x � � ' I� i � � ' �� � j �i ,� � ,` ' ; � � � � � � � � > � ! 1 . J � �� � �/ �i �� � � \ \ . ' � � 1! � i `� k � � /� / ! \ � � \ \\ �� �. - � � I�-{� ! _. •� � ). !� . i � I _ ��` � `` \1, \� � + ---__ _ I . � LOGS OF SOIL F30RINGS � � Location or. Project � -����.-CcL �1 1�t������ <f�'t.� ___ Boringe made by ` J� T�c.,�� Dete .`)/:�, `� � ��� Claeeifi�ation Syetem: MStI� ; USDA-SC:S }C ; Unified ; other ^ Auger uBed (check tvo) : Nand _�� or Power �; YIiR}i[ . or Bucket x : other Depth� BorinR number ne�ch� florinP numher -�. in Surface elevation i� Surface elevetion feet feet 0 � -��� �, % 7 c��,>:�-�` ( �J,�c,,:: .. ). ����_>Y�� lc� '�-�k.-�_�i � , 1 - � �l�j,��«�,�?,�� �_r,l�. - . � � �„ ____._,_.. �c�._Y�.\' I c .� Z -- I`�� r�/i ��_u-��1.� �`�'�L�_ 7Yu.� `. `��l..i�\ � � � � I� t' 3 _ ,�,C%Y'.�rvu., ��.11 l c��`'rl �c����� _ ---._ . r l` �� ` � (� 'K � '� �.�..+..'til. `., �`- rl c�-1\ \� ��1L,� \G 4 — , ;l — : � c�.,1:.�=�� C �c^.�� ,��,-e_,,� S — S — 1 ' >�7�; �, � 5 �� � �� i� �� i� _------ 6 — — � — — ��c����c� . -\, `\ f ,1 �;, '� 1'11�,=�.'��,<� S��-�` � 8 _ — _ �` �� � c, �,,�,� _ ; -- �_�'� ,�_ti,�.��_� '� .� 9 — �— 10 — 10 — t� �'/ L'I I End of boring at �-) •�- feet. End of borinR at .� �. feet. S[anding wnter table: StandinR u�ter table: Present at feet of depth, Preaent a[ feet of dept►i� houre after bori��. houra efter horinp,. Not preeent in borinR hole � Not present in borinR hole �`�. Mottled soil: � �� Hottled eoil: Observed at �'1- <� feet of dcpth. Obeerved �t_:�� C��� Eee[ of depth. Not prceent in borinR hole Not prescnt in borinp hole I 1 , • , , . •� LOGS OF SOIL BORINGS Loc�[ion or. Project « � Ct'Uu-�'�'v __._______.___._� � c��� � .� �_ � Boringe made by `�) . K Date �_ -�_'.__n�_____._._._ Claseification Syetem: MSHO ; USnA-SCS ___�__; Unified ; other __M__�_____�_ AuRer ueed (check tuo) : Hnnd X� , or Power ____; i'liRht � or Bucket � ; ather �_� .Dcpth� BorinR number i � Derth� Boriny. numher in Surface eleva[ion i� Surface elevation _____y� __,___ faet feet C' � c ��/1'Yll1JL(. ��-�. •�-C�'il��ce_�(.� ,,�-i..f` : _� _.�u-.- 0 '�.�"_ (� � _ U .�c�� �-.�.1���'0� � L,/"7�r.�-c��' � � �C_ , .-. ') . i � � �3�<<��. ''. ��''Y'7YU ( I ��� --_. ------------- 2 — — �;�o-�-=-�� �R..Y.��-� _ ,3,�'� _ _.-- _ _ _ . -- 3 � ' - ���.� ,_ � , �-�-� Q- � , C' �(�,_�.` �r': ; �� � �� 4_�J3v� _ ,L�;��u�-'� � � 4 -- ' '�.Q`�t �t�c�,� S -- (Do`' S — ��r� � �� �� ____-_----- 6 — � � �,,��1 — . �ti��.,'s'�- ` - r� (� �` '� �,�,�� , � Jj�,�L., t�\ �, w� _ , O �, � �c_� ,,) _ �� �, � � � J - � �_� �r�.,C �3��- �� � �,,�� ,. g ._ — 9 — •— 10 -- 10 — ' � End of boring at � feet. End of borin(t at L� feet. S[ending water table: StandinR uater tuble: Preeent nt feet of depth� Preeent e[ feet oF der���. houre after borin�. houre e.fter horir��. Not preeent in borinR hole X Not preaent in borinR hole � _�. Mottled �011: � �� Hottled eoil:�� ,� Observed at �U feet of depth. Qbeerved nt �-� � ftet of d�t5th. Not present in boric.g hole Not �rnacr;t in borinR hole _____ :'1 y�> >:. <l`y � � �r;:' ..._ ' � . ; �. . . . 3 .�� + � 1� S��.Z� 1 . i- t��%�� .3 t-c � �. � ::• �, t ..��' r: i�� �.(� ��' �S� .. . . � ��'U"�'�' ����. �+ � .. .� � !. � . . � :. ': . �.i.� , � . . ' . � , �. ,,, � . ��LOGS c�FVS0IL�BORiNGS . , _ :_• , ;:,� :�, , " �.Loca[ion ot� Project �'1/ :-� � I - , .: . . �. , Bori�ge Tnade by , ���%�� �� Dnte 'S r'��.'`3 � `c"f � . : ';;<`�r�-:'' � Claseification Syetem: AASHO ; USDA-SCS � ; Unified ; othtr ___�___„_„_,,,,,� . �;:,:��:�, . � � �;`�'�._� AuRcr� uosd (check tWo) : Nand oL� or Power ; P11Rht . or Bucket ,,� ; other . �:Y.r . . . . - .. � . .�. � ���. �, � . . , - ' � �� f.s.�� '�`+r� .Dep[h� BorinR number � Dr�th� Borin�Z numher � _,,, ''�''�i:� 1n in ' ..-,;'!"'�- .. feet Surface eleva[ion feet Sur e elevation ; :a �( 'Zl.-Yr7d!t �,�,��� , � � �'. ;�� `''J�/�� L��� " C�-�-� ��:: . _ � �� a2 �> — � �.P�c�'�..,.����1-�� 1 C VJ� �- °L �-r�,) � �J . �: �,.. .�•f�.;' , . . Cj !/ - •.l; C� �� ' � Z — ��l c�-�"r�,: �w���1 �� �S� 1 � � � � ,��_���. �� . . . � � � �� ��-�-� a'- �!"� ;;. 3 �_._- — i,. . . .1 . 4 _ _ i �J � � � . . - � � . � - ' � � � . � . � . � ' � . �. . . ., . � � � , �- �;� .. � S ` . �1 �` 5 + &�o�� � `J .,5��. , Co� `' � � '� � . � , , .. 6 � • — � �1CX t...' ._ . . �1 l��}��' �o�,U�c`( ��_,��.�. )� 0�7`_ . ��- � . � � . � _ �� � - ��c� �' � 3 � � . � _ r� - / ii ��cw � ► � ��� — -�3 � �� y � { � � � a _ — � , , , . : :: � ' ' 9 � � :;< - ,.. 10 — 10 — .� . ,- . i � � • j , , , f. , . ,;� ` �'';_`:` '� End ot boring at � feet. End of borinR at ``, feet. t :. � . � 5tnnding Mater tablet StandinR Water teble: � � • Present nt faet of dep[h� Preaent at feet of depth� � ' �.� �• � houre after barin�. hours efter borinR. � Not preaent in borinK hole � Not preaent in borin� hole ,��. i '' � j .. : Nottlud. roil: 1� ). Hottled eoil: S � Obeerved at �� � feet c�f drpth. Obeerved at � fret af drath. # .f'�,,. , J � . Not preoerr tn borinp, ho?# ___` Not preeen* in bortr^ ho1::- , � ' 'r. J. . - ., _�. :.. . }..'. . ,:� ti �� ' Z � .�.t , � � , . . ��} } Rr�ff ��. i #{ _ , y "' ��' ! :7�� �� rr�: t � �LT.� �+ki rG r...����'ti `� '`ti� � t �•:� r ��+ ,"�_ , A }� �. f� q . ��. � '; . i n����a r��. * � i)4' �� ' r� � ��a yh��� �, �f ` . , g; 1 r;�,�� � :� 'y,t r � � �,*� �r,. � ,w� ' 4.,'z ,l �� : �?�r�-��,�����'� �;L.OGSiOF SOIL BORINGS � ' '" r".a� �� , �t?"�� '�` � ., ` ,.�„ , . x � ,,. �?. :• ,`. ,>', � ,'•:. .���T .; `a . . . �'.�� a , �s �.. �'f 1i .�?Mt'j � '.3 1~. 1 .}. Locatio�n� o� Projec[ _� :,c.�-c�,�.a. - � oJt�u-Qrr�.� ',. . ;�; . • „ . � �.�. . A; Borings �raade by, Q. �1��-c ��� Datt .-� �` �� �;� . • ' ..:�._.�2..1..��_ .. .� . _ _ * Claesification��.Syetem `AASHO ' ; USDA-SCS �; Unified - �� ' �; other ;�:� ,, .. . - :...j .•-, .. .;: , ....._.,._ �_._ , :'�Auger ueed •(check..tvo) • "� Hand `�� :or Pouer ; F1iRht � � or Bucket �,,,; othe� � y� . �.� ` - • • •.i: , . , . c:. � � � , _ },.• ';�Dcpth� . �BorinR nuc+ber Derth, ' BorinR .number �` ; ;�::.. . �r�': 1ri � . in . , , . � Surface elevation � 5urface elevetion �. faet . . feet �r..,. . . . . . . _ . . . . . . . � . . . .. � .,r � � ' - . . � . ' . . • . ;A;.i- . . . . , . . '� O ^ t � �� � �' t . _ ��U,� j ` Vns� I . �� !. r"^ 1 __ � _ � � � �� � i.3���::�v�,�,,�; (�_P�- �'`- � r � ���-� � .: _ ,�,, . u.� - �. - . . � a ,� ` �!. 2 ` �,4 � i f.. , � . . . � '. '.f .. .. r.. .< � � . .. . . ~� �:(�' � .. . . ' . .,. (l' " . ��� �� . � ��1c*.1�;� 5c.�.�,r,�N.. � �,: � . , � � �-yl��.- ig .,_ -: �. .� • . . . � ` , :�.�� 7 L^� ` � . 1�`r . . . .,.. , =l , F� � ..��: .. � �'r. �'� _ ' `4 `.. _" �'-� �Q-e.-w� ` � , �� ,- . Q.,Q� . � � a.�j �c-u-�1., � -F i,,,� � � .� � - .. '� - �' � :�. r - � S ,, j , �: - r h=� ,>: ` 5 � . Cu!.CG%% {. t E;') 4. : 1� �k�'et�t R i ..I�� . ,-,. ���. � . . , , � ;� J ���/ C���� _ � t ,i � J/. l S 1N ' : ,, . 6 ._ �. { � �. �,' � . _ , , . . ;; , � ' � �� ��j c� � ���Q�� � `=-�':.�_`< �' 7 — ��\����� _ .— 0. � -- _ ` � ��� � _ `- ��- �---,a.�-�t ��,� -'� _ 8 � � .f � 4 — — . .:��'_: 10 �-- , 10 --- ' ,,'� .,,. _ � . ::'End of boring a[ ��t���2 feet. End of borinR at L�______ feet. �� Standing xater t�bles � StandinR Water table: . : �Yreeent at � f�nt of depth� Preaent et fee[ of dep�h, - r � ` hours efttr borinR. houre af[et borina. , - ����.Not preeent in borin� hole � Not preaent in borinR hole �`: Nottled, roil: � Hottled eoil: �� � i / . ' Obeerved at ��.) /�feet of depth. Obeerved at �/— feet of d�rtt:. `� 2io[ pre�ent in boring hole . Not preeent in borin�C hol� { y.c�'� . � � � :.[ ' • { � F.. a a -.�. v ,.rY.'i. f �'1 � y�.1 1 � f -�. � 1 ., S . v ! )i ,.� � i.'��� r ���{Jy� {��� �rK�.w� �':i rM'l�j�-�t � i�f{'1'' �� 1. r. � . �•:Y i �± �. � ...S -� i �.'.' �: t. : � e� � { r�.• l SY� �}i -r � 'r , e � .w. a'�y�^�.�`..GF F'�l.~..` 4�' � .,t>�s� .. r` :.2 ;�y�}ty ..t,� , J'{. _) �F. �. l:��4' ... . , �v{���� 1t��•> t.� 4 �� I .vi � '�� . .�� ;t�.,,. �. ,5 .� � j <,, , 0"�3 � - �t �;' F;; i . _ ,fi... s�t � �� �-.��- "� . . �.s;�t x, �: � . .LOGS.�OF�SOIL�.BORINGS � ,c�,;,.: ;�� ,. c . ' N�. 1� �i�- �`;� i _7- -:�! � . ' ' i! ;�;� '` �.r r...,:.. i. �� �� ' �.' , ,Y - - . . , :,. .� � �� ��, � �t t � �`=' � Location oL`Project�i�G��3.- -; � �L� �' ' � _ . ,�,,�u�'., •' Boringe�tnade�by � riC+i��. .. . Date' , . ,r�s�,r'��-�r �S �� :; ,.- ;'.y,�:', +'�.. _ • � �� ,.� Clnseification Syetem: �-�AASHA � ; USAA-SCS ��� Unified � other. � '""°� '`��Au ar�'�nee�d;,(check tWo) :���• Hand�' � or. power ; P11Rht . or Bucket;�,; othex : � ^� R ' .;l:r 4 �;l J. �+ . -. �L _ 7�;:,,��'. � s` `-'ca; �'' . � . ��". .. _ . . . . - � . � . .. . . .. . . _ .. , ,. ,� . � �:`.Depth, ' BorinR number i' .. . c . � DePth� BorinR numher �� �'�` � � ��,;,:,� � '�"''���� in � � . y -, Surface elevation n Surface elevation . �� faet feet ��.,.�,t.�, .. � ,,;:� � :� . ::�� � �.f� - �r .Q � �,,,�v,nc,.�v-- � �--Y�C ••� �•cJ�U �� o . . • • �- � �,�-- �_ , T �.�� �� ) � _ r . � ' ° 1 � _ � j����-�--� C����_ ��.r«� ��1 ' 1 ' :���.�-���> . � : , . . .. _ ..,, '�t ��.i � ���) �{ ; . . . 1r" �? � ; � 2 . � :, �. , _ _ , ( � ;; }r ' - \:fti?��C�-�1 �G'.!►`1�,� ����C.L��� �7 �,, i ` _.IL Cl-Li./V�.��.a.�.i� ��,�� . � � r '4' , } . � � t "A. � 1 �..��I��'��'��1�\ \ —�, �� � . .. ��� ' .. . .. � . , ti 3 ;- � �''��;�X+�,..,�.4-� � \��%o � " ,' " ' ,` I`� � ' 'r . — , � �4 � 1 ' �` _ �' , � '� } . >> � : � ;� � , � � :` 5 r, �,j �rs(�•'1'j Q�>i S `.,' � �� ��Lj��. � .. -" ',, � ,, � ;' `�j"i V"x` �' r ' . . • . 't�i ,6 — � , - ,��,.,� 1 (i: . � � � ,� ,�^ �. > . . � `lY1�k. ,-Jt � � � � r � . � ; � r Q �, ^ j� �� _ . �, o� � ,_ �`(\a.i�� -� .; ., � — �� � --�_ � , �� 'Y" , c . ;,, , � � sf � t 8 --- _ l - :.K, '��. •g _ � � � � � � . '1 <�:. - . " . . . . . . �O �� + , �0 :�'' - _ _ �`�� _ _ - � _. � " . ' �� . . . . . t� .-�' ' �. ' ' ✓ , . . . � . . . l . •' �i ,•� _ Ead of boring a[ fent. End of borinR at �eet. ,3 �`:::�• . � ' '' � Standing weter [ables ,�:,;,.�.; . StandinQ Water table: � l��,Y`. � Preetnt at � faet of d�pth� Present at feet of deptf�, �;3 ' '�'����� � � houre after borinR. houre after horin�z. '1" , ,`.I,. , �, .. . ;�'; ;':'. Not preaent in boring hole _�. Not preeent in borinR hole _�____�. :j.� . i.:.., . ,,. " - Mottled, aoil: Hottled eoil: �:`�? Obeerved nt �_ feet of depth. Obeerved at �� feet of dr.�s�r�. �i ; '•� �. Not present in borinR hole Not preeenk in borinR hole ____ _ � . . : r . � r:.� > , t�s 1✓z., �k � i r '�-KIiF� 1 ts,ft�trYtJ_.,.•L� } ���,�� r '; `4� � �^ a �t `:Jkrlti ��:;�' �.y„�r:�C.ra I(�.._. � :;. ',� l�. f. i 'y .f;' r �-,�. � � �_, { '.�'.: t . -� � r � . 3.o r J. .t +�''.�. } � r �'�K S'�+��� � �, r�>t�{ , .�< _ , -z �,;��.� ��.-;�` � -�L��S OF SOIL BORINGS ��4 .. ,R��t s � �,��� , ����� }�_�:, t d f ���. '� � � ��)i yL ��-., � t, � �_. ..t 3 '.* >' _ . � (n i i.• .,' � v.r� ,h�L i ',�Y'r�K t'. ." � 7 .�i� � � a f. � � ,t+. � .r r. . M I' . '� Location or.;Project �:�c.�,� �� oN�� ' � ��, . :i : -. i , - :< ,s r � _5 _ �.N i� � � , ":5� ::-Z`�'/ �'q _ . � �� � Boringe` raede'by • ', x ';� :Date � _i _ x , � . - 4 `� �Cl�neeiff`ication`Syetem +AASH�; `r�' ; USnA St'S ��_; Unified} � ; ather��,,_ ; i;" • ;-; h f . `. �' � ' } , *' S .Y� ,f, '.Wr .`.;.�': . �-J;��� . <. �;��- � � C F �.r '�, t �. � � 'AuRer �u�ee`d+"�(check'tWo): Harid r�,�.or `PoweX�� ; �pli�tht, , ot Bucke,t „�,,,: other � ..p s � `;. / ..,,Y � ..�S. 4r s ..�;'�t -� �. :.:-� .�w3� y. _ �j � ':�.� :�� ;F�i� �n�, � .. �'C.:� � i; t � i r t t F r'' ' ' L� ..� � k� si: i�. i�F�, i L s`r1�. � ���r�' S Y� -i �, . .�i _I. ._�, ., � . > - �. y i y 'y� . . . � .r 1..� 1�.�. ��.: � � > �..�.. ��y �` ' .,;? ,. �! f:j� ' � =Dep[h� �Borinf� ,number�:��''`F l � �-� � �b' ��� nerch� '` Bor�nR°numbert , ;� � . Y ;�� � ;,:, �.: .. ' in,�, <_;. . . ,. .:. �. . _ . f t;in , ,: ,: ti , >`7 Surface'seltvation;"" ' " �> Surface elevetiony � _._ feet ` � "r feet >, �. _ 1:. � �` ,.� . ,,:. 6 t.�A� ' ��.0 ��{ ti�,� �' tf�a� _ �'+ i }i, 7 �.� �'e . ' . .'v � �� r ,.�5 �+�iy 1 ^ �.� ,.1,- 2 � - .... ���: r . � O , . �� � r t ._�J � t �� � �..,r r'jf } \ i �'Y C 1:.� �''} 5 :�t "` 1' � ''S�� . t � S ' �`�r .s l C 't �.i �' �J ,( ., .�� ��t t l{ . rA'' � r�S ; � v'`� :_> . ,;:, f � "' ` � S � �t ,� Y 1 .Y '}�,�(/^, ' f �� 1 � ° ^ • �.�t . � t. �� �� _ j1 }� " � � �F .� �� � �` y � ..�� WI � s�� i Q RrQ� + �,Y � ��-� ��� c I ��.�;`;��/\� \ r Y ,r Jf J #� < L .y � J��.""CJ'\.��`��ij1�C7.� i_.� V� �`i ; l� w'i�, t t .�y ,r � .. '�2 ' a4 - .•:rn . ��. . . �� ' 1 � t . . * � ^�- '.� } .�� ; }S. i s `� Y� t `� � � �� � } � . � L ;, ' � . �, � .� f . . ��,� � X $ h �� l 1 ` ;` i �"'��it .! r� O�r .r' , _ .. �< a _� , , z , �� t r � s �Y � � ;y '. i'' � � � a=.r e � �'< 3;' - � 3 ,,`�' � , :�- Y ,r ,� � , � " , � ; , ' - �.�p�e.�.�fv,��di,'` ; ' : - � .f � . � c �: z r . ,. � �, � y . . � �/��" � �.,� � ' �' J y 1 �� ? �;� ' ��� � - :, 't ' ,,. . - ' ; f s� ` �/� f ' $ tt . .. . 1 �i}i ��� • ' �/"_ ���� '� � l.! � � �A � � � . i i. � �5� i� r r'r ��. r'� � ,i. * � '� . ��.� � T t� r 1 � �'�•:iY ���.r; � y� �. t � ' .�'6 � t�.. �': � r, ..i+ 1 .�^f y� ,-� r f .. � - ,^' �`^' y r ' � '�.�.. � � L�. 1 �3 �'a� �t'1• ��*♦ �'�� � �"2 rr 4�:t 'r � .t. � � s j; _ �� � 1S � y�'- .. .. k. { �A .! :� 4F Y �S i . Y 1.1 ' � - 1 _ 6 �'� — , � ,f 7 �; 1 . 4 � ��; �:- :r `' l4 l,�'�� - ' ' \�. � � : ( � �y � t .. . ly ' Y �� C i�/�1•/ � �. . ... � }. � �//..� .. . . .. . . . z � 8 � -,� �, .C�3 _ �, . . . . s� ;, ; . 44 r' ���- . . . . t �� , 9 ' : n ., :, _ � Y � + ` . +..� j 10. �- , . .� 10 _ , : �- .� . - , _ . l� c � _ � . . . . . . . x , t 7 ...y� � .. -,r;� . � , • �� . . . . . . . . . 'f ,..." '• . . . . . . , .... . . . . . . � . Yf � . , . �.�. :- , '� t. . ' .. 1.�. ' '�-._ .. . . . �� j . . �! - ; �. ' � �. � . . � � ,,� , End of boring at. ` J'� f ' y�feet+� End'',of boring at � feet. 5 � 1 `r�r . i.�'� .�,•. -,� ..: �'.. � ,� ._. �. .' r:�.�, • . , . _ . . i�- �•r Stsnding '.water t�blet> : �'� '', sE � ` $CendinR•aater �C9b1�' �' �� �; Preeent"�at fee't of� depth;�t r , Preeent'et 'feet ,of depCh� � �, � . ' , ,,. �' �� . . Y � "'houre af ter borinR �houre�;af ter�horin�c.' � � } � � � ` ,, , , , < ;, � . ��'� ` Not 'preeent in .borinRx•,hole ''�� �( �; - Not�present in;bor'inR`hole�: . . �S� * � _ �,�,;,,t.,r:`' -�No[tled .�oil: � // �; J ; �� Notcled eoil• . . � _ J ' ''��':,,.. Obeerved at `��:�5. fe�nt of��depth. Qbeerved `et �rfeet of depth. � , - r,�z ,.., , ,. , -. , .�;- ,. ,;r; 1 ,, ; No[�prcaent in boring�.hole `�, `` . .. ,`, � Not',preeent i�-berinR .hole' � . .� • a�..... .- _ . . . . , ,. . . , . �'. ' , • PERCOLATION TES7 DATA SH�ET � � i . ,- ����. Tee[ ho10 locatior�,�c,��.w �u-'I//,C/J,r,-t� Ilole numbtr 7` .�-»'1-zL•L'J ) / . Date teet hole vae prepered �� Z S� �9 � Dep[h of hole bo[tom�� �ncl,eeJ Diaare[er of hole� �_ inchee. Soil de►ta Erom .teet hole: Depth, inchee Soil texture �.- �z �� ___ �� � ��1, ��3�Pu�� .��>-��m,� /�,,_i� � /�3 S �I v-c_� cZ Qt_ � Ci�c� Hethod of ucra[chinR eidewell � . Depth of pea-aized gravel 1n bottc�m of hole , L� inct�ee. � IIatn dnd hour of initial Wa[er filling � � J� �t� ��'/� Depth of i�i[ial a�ter filling, fZ inchee above hole 'bottotn. Nathod ueed to maintain at leest 12 inchee of wnter depth in hole for Kt leest 4 h o u r r _ i�..c�c.t'�m ct _ 5.��1��-'tJ . � � ' l _ P�rcolntion teat readinge made by �. /����.i a� � �-�' �'� etatting at ��-m Haximum water dtpth ebove 1ia1� t�uttu�n dtite) � during test� 1.nc}�ee. � Timn Percoletion ' Time Interval, Neaeurement� brop in weter rete� i�em�rk� . ttinutea inches level� inchee minutee ptr inch C ) � - — �� � J �� � �� C) `�_;� g, �, - `U G ?�O S 3/g �l�i � __________._ /v � C� /�-f� �� �`�i �� � _� � � , , Percola[ion r�[e • <— cninutee P�r inch, . • ' PERCOLATION TES7 DA7A SHEET Tes[ hole location ��-<'... %�o✓I�L�'��Y� {lole numbtro7 ���1.���a�t�' > . Date teet hole vae prepared � �S/ � '� . Depch of hole bo[tom� 1 fo iqC1�e�� Diec�eter of hole� �i inc}�ee. Soil date from _teet hole: Depth� inchee Soil texture '� Q '- J Z " ��,��../-�u-cS} � ��P(.�.C/� .c_.l,��t'.-� � � /2 - / �o '' ��u�vrL ��a-�-� �U�'''�! - Hethod of ecratchinR eideWell /" � . Depth of pea-aized gravel in bott��m o[ iiole , Z inches. Date and hour of initial Water filling �� ��--�� �� ��/'� T Depth of initial water fl.11ing� ��- inchee above hole bottom. Nethod ueed to maintain at leaet 12 inchee of wnter depth in hole 1oY et len�t 4 hour/ ����(t�17� ��C�✓�' 'O� f l � Percolntion teet readinge made by �� ��C�V on �o��o �`� etarting at �J ��. Haximvm wetnc depth above hole bottom dnte) . �.m• during tpe[, � inches. Time Percoletion ' Time Intervnl, Heaeurement. Urop in Weter ra[e. Flr.�tks . Ninutes inches level� inchea e�lnutee ptr inch 10 2 9� 2, � � / � �, ��� � 6 /a� � -�--v ��'i� �/g ��-�, 3 /� � L' l0 /p�3� �.3c�� ._._ /% ��g' •�� � � Perc,�Rlatio:�: ra[r - ��, � n,inuthe per inch. _ � • PERCOLATION TEST DATA SHEET � TeSt holo location .,c � ��a- �J � llole numbec /�"u'?�-' "�'`" , � � 1 . Da[e teet hole uae prepared 5/ �`� � �� , Depth of holt bo[tom�LJ lnchee. Diemeter vf hole. � inches. Soil detn from .ttat hole: Dep[h� inchee � Soil texture ' �- ---__ n .- y�� J c;���a�wF ( /�.�Gzir�- '<-v�`a''-�'�� ��,_ /� ., ��-c,.i y� �-Q c� ��'� . , . He[hod vf ecra[chinR eideuall __�_ . Dapth of pea-aized gcavel in botti�m of hole� � i�cl�es. � Date and hour of initial wster filling �j ) z ,� � S�`� �.�� /� _ ______. Depth of ini[ial Water filling� � � inchee above hole bottom. Hnthod used to maintain at leaet 12 inchee of vater depth in hole Eor et lee�t 4 h o u r s �— « vm� �,c.�'''l``'�'� _ —r Percoletion teet readinge made by �. ��r�� t:rt �� '2l0� SS etarting at ���---�'. Haxiarum weter depth eG�ve h��3e �ottom ��dete) � .m. during tee[� inchee. � Time Percolation ' Time Intervel, lieaeurement� brop in weter rat�� Pr�;:,Atkts . Hinutee inchee level� inchea minutee per inch 1 --� Ln % � �' � I �� � __ y�3; � _ /� �/ �� 5 ''� �3 � �- U /'O o 2 � i4��� ��% � '' 3 ��,� ,_ G . .� . _ ___._ ___ Percolation r�tc - _�"'4-v _,_ rninu��e per inch. �i • , ; . ' � , � PERCOLATION TEST DA7A SHEET ,� �� . � Teet hole location �.cr_c,�,t.` �G-'w��'� Ilole numbet' � l ' �'��` � . Date teat hole uae prepered `�� z.���� `f � Depth of hole bottom� ��' inche�. Dievre[er of hole� �o inchee. ' Soil data from..test hole: �,, ' Depth� inchee Soil texture �--�� Q " g�� � /�c�-c� ( ����N/< �Cit��'�'�--� �`'—/��, �'.��- o-��,-,.. Hett�od of ecracchinR eideWall . Depth of pea-sized gravel in bott��m oE hole, � inchee. DaGe and hour of initial water filling _ �� Z`.i l �`� .��/�") Depth of initial uater filling� /Z inchee above hole bottom. Tiethod ueed to maintain at leee[ 12 inchee of water depth in 1�ole for e!- ltest , \ � 4 h o u r� �'-��� �..��v��J ! Percolation teet readinge made by i('. /���,lU on ; `� � � �'�_ etertf,ng at c �—'. Heximum water dePth ebuve hvle t;�ttom ' da e) , .m. � during test� � inchee. I I . — � Time Percoletion ' Time Intervnl� Meaeurtment, Drop f.n weter rate� F�e�r.dtks . Ninutee inches level, inchee minutee per inch �,,0�..� - ..� � �_� �� � l 3 U ___ f`�� � __ �o o r; �� � ,y ��� � o /o � � /�� � �3� � ''� 3��-{- J� v __ ' ' � .___ Percolatlon re[c - � �-� _ reinutee rr_r 1nch. � PERCOLATION TEST DATA SHEET . Teet hole location �,�-c�u� m4•V�c,o� Hole number 'S�1� � ���.5�, . Date teet hole vae prepared �'L'zC� / ��'� � Depth of hole bottom�� inchte. Diemeter of hole. __� inchee. Soil da[n from teet hole: � Depth� inches Soil texture � \ D - �lJ �� �^�/��y;_.�' /lJ./��Z `�v Hethod of ecratchinR eides+nll �-4 . Depth of pea-aized gravel in bottum of hole� �- inchee. � Da[e and hour of initial Water f illing ��ZG / � / 1��'� Depth of initial Water filling. /Z, inchee above hole bottom. Ne[hod ueed to maintain at leaet 12 inchee of water depth in hole for at lee�t 4 h o u r r ��.,� vti-r�,r�,� ��Lo�� . Percolation teet readinge iaade by �,��'�/ on y 27�5`� atarting at _p:m� . Haxinn,m weter depth abov�e hvle bottom date) during tee[� �_ inct�es. � Time Percola[ion ' Time Intervel� Neaeurement� Drap in Weter rate� Remu�rke Ninutes inches level, inchee minutee per inch �'� � �� �� 3� � ��� a .-- i / / 3 G� � I � v /�G " / � � �a S l o . ,, � Percola[ion ra[e - __ �_ minutee per inch. . . p . . PERCOLATION TEST DATA SHEET - M c:• " z- Teet hole locati.on �..tc.�,.tcZ I� �aJl/I��c"k� Ilole number�� �-��j_: � . Date teet hole vae prepared 5�Z C� � �`� � Depth of hole bottom�� lnchee. Didareter of hole, � inches. Soil dnta Erom tGat t�ole: Depth� inchee Soil textute C) •- ( (o �' YG n� /.��c���� �o�t��.`� Hethod of ecratchinR eides+ell � � , Depth of pea-eized gravel in bott��m of t�ole� 7 inchee. Date and hour of initial rrater filling J� ZG � �y /�>iyt Depth of initial �+ater filling� �Z inctiee above hole bottom. iSethod ueed to maintain at leeet 12 i�c}�ee of Water depth in hole for at leaet 4 hour• �— _e�,n ��c� c� t c}� . Percoletion teet reedinge made by ^�� �� on ;5��-_7� etnrting at �:m�-� Haximvm watnr depth above hole bottom �nte) / during teet� (� inc}�ee. Time Peccola�tion Time Interval� Heaeurement, brop in Weter rete� Remacke� Hinutee inchea level� inches minutee per inch 1 U � CO _. � -� `'�� � � 3 0 � r � ��'�'`J 3 � s�'s' �� 3�l, � �a � �r� � � 3G ��� 5`,� �� 3 �.� 3 . , Percol�tion ra[e � ��J�.�� rninutne ��r inch, ii . �- . . , . _,�, � i �� . . , . , �s�+S�,� � �'�'j N +i{ c hi}�� a �:� i +t' '' � ��• � r ;,` �� ' Y' -�t��i� �`� :a 1 f �� .{{ 1 � � • . . . .. ' ' ' . . �?.; a1 f' ;i�s t �� ' r ' � '° ° LOGS OF SOIL BORfNGS , ♦-4 i't4 j .. •'� �.:t�4i �•�v,`,���t � . . - ' . . . .. � . . . � .4 'i h. �� . .'�• .� � � � . � ' . , .. . ' `'�' '�Loca[ion,o�. Project ' r,� . r,�;.x� -. . . :, . .� _ , , 1 � ;� �. � , . �/�..,; rl' . `-�'� � , } `,f'Borings-�mede by �,,� /l�J bate � , �;�:.. . �� j:s;,s'�KkClaeeification� Syetem: .MSHQ � � ' ; USnA-SCS �_; Unifitd ; other _ � � .�,, • �. „ , '.;; . i:��-<<�AuRer'�ueed:�(check tvo) :`�`Hand f� i'or Power : F1iRht , or Bucket �: other ; r: ;. :�r _•;,,�; . _ , _ , . . t1 w . . . " - . . . iaY� l �;�C�.,�� •Depth� � BorinR number''� � � � UePth, BorinR c►umher �, �� ,: in . , ^r'� ��; , r�. < ; � �Surface elevation ' in � Surface elevation � .:. = feet �� . teet � ; ; , . _ , (� . � �l.c ; • �cnl c7� .. �"�rr>� � � r, � , 4 � � '`-'' ` �So�-�.� ��� �'� '.������� p�,�Ja l ci'. ��'�. 'y ry� �G-c,��-�,�� ss; , ,, � � 3����- -- � ,� , �,,._. � � ------------_-__ �,, ,�g � . . �� r � �UCf''J�--''�— m S2(7���+'v � ��,.'� 2' — ��a-.,�..�� C`J c�✓� , �. — • � �� —��5�-�. , r,�.+ !,� �ii . � Fax�.T.` . dl . . - - .' r . -�` �� . �. ��J� J �� t' �` ` 3�-- � . _ � , ,�� r � � � su;�,�.�c� ��� � � 3 c� '��I w�� : , ' 'r — Y � ��a;, c�,,U-u-�,c��:v> — - � . . .� �,a .� � t, . � � � , �,,� �.��`` ��-�� ' t �} ��y�` j,��/\��+{�•, .... .� . ' ' f. 1 . . IA`I �� '� �'t : Y { �O� r s _._ " P _'" . . .,`1 . 6'^ -- � .:�^ � ��- ^ � ii C 5_'(� � -_-_- : � � � - .. � C.� x "U . , ��•^ �� C�i��l ' . • _ r �� � . � L(� ' 1Z��� � ��,� ��`�a���`�� � .�;��:�- . � �w:��� - 8 - — ����� ���-� 3� !, � � , , , ;, � ���� �� ^3 `.y :{}, 9 _ ` � ��a � .y1rti' ;s•= � :. •�:; � i-�^ . 1� � ���s��� 10 — �Y'� : ���: - rT �.�r . �y.' . .�.� � � - � � � � . F� i .'... :. • .. .� .. � � �/ ,�� � End of borir�g at � �2- feet. End of borin�t at � feet. ,�:;.;:' • ��;;;r .:'.'� Standing Weter tabltit „ Standln�t Water table. ,i�:i�.�`,':• Yreeent at feet of depth� Preeent at feet of d=�7�th� �.;,':�.',,�:, �=�3z=.r`;;'� ; ' • ;��: ,.:. houre nfter boriaR. houre after borir��. .I:'s;�_,:.. `���'``"'= Not reaent in borin hole �� . Not reeent in borinR hole ��,. i�"5;.:: . P R P ,_..T�. ' ' . ' . . � :-�` �,�� Nottled. aoilt / Nottled eoil: , �� , t Obeerved +st ���i feet of depth. Qbeervtd at �._.� feet of dcpth. �. '%� _� i ="� `� � Not prasant in borin hole Not � ..�- K preeent in borinR hole i ... , � DATE TIME CITY OF ORONO CAILED IN INSPECTION NOTICE SCHEDULEO PERMIT N0. �%'`�/�� COMPL TED �1 � ADDRESS - � OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC Fl,N�� 35 HARD COVER REMOVAL � 10 PLUMBING FINAL ` 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO M YOU:_YES NO � COMMENTS: '� a �� � � O � � O � W � Q � Z w � w � � d i,WORK SATISFACTORY:PROCEED J PROJECT COMPLETE � ! ' CORRECT WORK&PROCEED l. ISSUE CERTIFICATE OF OCCUPANCY W � �' CORRECT WORK,CALL FOR REWSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. -- pHOTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED C; INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-73rJ7 Owner/Contractor Inspector. -� �- White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTI SCHEDULED --� =�C? PERMIT N0. � COMPLETED U� �_ ADDRESS f� �G' /�CxL�Sfi. OWNER��CE-z-� CONTR. ���-6zcx i �� TELEPHONE NO. �:� J '- -J/J 5 � DESCRIPTION / ' �J�'- � � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL B0. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEMO�ITE 27 SE�IS.MAI� 21 COMPLAINT J W 07 DEMO—FINAL �SEPTIC INSTALL. � 22 FOLLOW-UP = 09 PLUMBING RI 23 IC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � R a � � �� - ro � O >. � O � W � Q � Z W � W � � �d ORK SATISFACTORY:PROCEED PROJECT COMPLETE W 1 ' CORRECT WORK 8 PROCEED _: ISSUE CERTIFICATE OF OCCUPANCY O i-; CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. — pH0T0 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.473-73�J7 OwnerlContr it�: tnspector. White Copyllnspector's File Canary Copy/Site Notice DATE� CITY OF ORONO CAILED IN �Q c� �� INSPECTION NOTICE SCHEDULED �"' � PERMIT NO. �����C COMPL TED "t " ADDRESS � � � OWNER CONTR. � C n. TELEPHONE NO. � DESCRIPTION /� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING �Q 02 FRAMING 13 MECHANICAL FINAL 19 IAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL B0. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS ~ 07 DEMQ—SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 35 HARD COVER REMOVAL v 10 PLUMBING FINAL LES 36 FOUNDATION HEMOVAL � OWNER/CONTRACTOR TO ME U: YES_NO � COMMENTS: � <�� � W � � � � — C� L�n O � � r�',✓T� O __ /' W � Q � Z W � W � � d i: ORK SATISFACTORY:PROCEED PROJECT COMPLETE W � � CORRECT WORK 8 PROCEED - ISSUE CERTIFICATE OF OCCUPANCY W O �'. CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73 'rJ7 OwnerlContract o Inspector. Whiie Copyllnspector's File Canary CopylSite Notice