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HomeMy WebLinkAboutResolutions,septic info,address assignment, etc. ,` Cit� of ORONO RESOLUTION OF THE CITY COUNCIL • NO. 1692 � � � A RESOLUTION APPROVING THE PLAT OF FRENCH CREER - FILE NO. 840 WHEREAS, the City of Orono is a municipal corporation organized ana existing under the laws of the State of rlinnesota ; and WI:EREI�S, tt-,e Cit}' Co�i;cii ef the City of Grono has adopted subdivisior regulations foi- the orderly, economic and safe development of land within the City ; and WHEREAS, the City Council has considered the application for a subdivision plat by NED, Inc, A I�linnesota Corporation , the subdivider; and WHEREAS, on August 27 , 1984 , the City Council granted approval of a preliminary plat of the 17 unit Planned Residential Development thatdesignated the buildingand septic envelopesfor each � of the pads (hereafter referred to as Development Plan ) . Each septic envelope maintains a minimum 20 foot setback from each building � envelope and the boundary line of each pad. Each building envelope maintains the approved building setbacks as follows : � -� ------- _________� 35 feet for front and rear yards 25 feet f or side yards ; and WHEREAS, the Devel.opment Plan has been found to meet allv✓ standardsof thePlanned ResidentialDevelopment Code, On-Site Septic Code and all other pertinent sections of the Zoning and platting Codes that deal with the rural development of property within the City, so that each paa can be developed as a single family residential unit without the need af variances ; and WHEREAS, the subdivider has completed all rea,uirements of the platting regulations of the City, including: 1 . Dedication of drainage and utility easements . 2- Dedication on the plat of right of way for a public road shown as Hennepin County Highway No. 51 . - 3 . Creation of a new private road shown on the plat as Outlot C, to_ be known henceforth as French Creek Drive 4 . Concurrent with the creation of this private road, the Subdivider has dedicated to the City a Road and Utilities Easement granting to the City permanent access, improvement and utility easements over said Outlot; the Subdivider has created non-exclusive ingress, egress, drainage and utility easements over said ,Outlot in favor of all abutting and/or benefiting lots including a declaration of certain maintenance covenants wherein each of the abutting and/or benefiting lot owners covenants and agrees to permanently maintain and pay the cost of maintenance for said private road. �Z�� ��e�'-� �.����z �2 , , City �� (�ROl�T(� � , ;, RESOLUTION OF THE CITY COUNCIL �' �. 1933 -�.�, NO. �, ��M i ry A RESOLUTION GRANTING A VARIANCE TO MUNICIPAL ZONING CODE SECTION 10.55, SUBDIVISION 8 AND GRANTING A CONDZTIONAL USE PERMYT TO MUNICIPAL ZONING CODE SECTION 10.03, SOBDIVISION 19 FILE #1005 � WHEREAS, N.E.D. , Inc. (hereinafter "the applicant" ) is the owner of the property located at 1285 French Creek Drive within the City of Orono (hereinafter "City") and legally described as follows: Lot 6, Block l, French Creek; P. I.D. #10-1I7-23 32 0005 ✓Lot 7, Block 1, French Creek; P. I.D. #10-1I7-23 32 0006 Lot 8 , Block 1, French Creek; P. I .D. #10-117-23 32 0007 Lot 9 , Block 1, French Creek; P. I.D. #10-117-23 32 0008 Outlot B, French Creek; P.I.D. #10-117-23 23 0004 (hereinafter "property"); and WHEREAS, the applicant has made application to the City of Orono to permit the regrading and dredging of a designated wetland retention basin (known as "Pond A" of the French Creek Plat) for aesthetic and wildlife purposes. NOW, THEREFORE, BE IT RESOLVED by the City Counci 1 of brono, Minnesota : FINDINGS l. This application was r_eviewed as Zoning File #1005. 2. The property is located in the RR-1B Zoning District. 3. The Orono Planning Commission reviewed this application on February 18 , 1986, and recommended approval of the proposed varian:ce to Section 10.55, Subdivision 8 and recommended approval of a conditional use permit for the regrading of Pond A based on the following findings: A) The proposed grading will not have a significant effect on the water quality of the watershed or on the hydraulics of the local drainage system. B) The pond serves as a debris and silt collection basin, and this will not change as a result of the proposed grading. The pond is part of a drainage system serving the Crystal Bay neighborhood. Page 1 of 4 C�t� of ORONO ':k;�};:. RESOLUTION OF THE CITY COUNCIL ,�; °�' NO. 1933 .��:: � .:,;:��:�,. �.� C) The pond is relatively high in the water shed; any overflow of runoff from this pond travels approximately one mile through subsequent ponding and wetland retention areas before entering Lake Minnetonka. D) The basin area to be regraded is approximately 0.6 acres in area. E) Because of the sedimentation and debris collection characteristics of the basin, protective measures are needed during the regrading work to eliminate any effect on the downstream watershed. 5. The City Council finds that the conditions existing on this property are peculiar to it and do not apply generally to other property in this zoning district; that granting the variance would not adversely affect traffic conditions, light, air nor pose a fire hazard or other danger to neighboring properties; would not merely serve as a convenience to the applicant, but is necessary to alleviate a demonstrable hardship or difficulty; is necessary to preserve a substantial property right of the appli- cant; and would be in keeping with the spirit and intent of the Zoning Code and Comprehensive Plan of the City. 6. The City Council finds that granting a conditional use permit to a 1 low the regrading of Pond "A" of French Creek wi 1 1 not be detrimental to the health, safety or general welfare of the public, would not adversely affect light, air nor pose a fire hazard or other danger to neighboring properties, nor will it depreciate surrounding property values and that the proposed level of use of the property will be in keeping with the intent and objectives of the Zoning Code and Comprehensive Plan of the City. CONCLOSIONS, ORDER AND CONDITIONS Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Municipal Zoning Code Section 10.55, Subdivision 8 to allow the regrading of a designated wetland retention basin, and grants a conditional use permit for the regrading of Pond A, French Creek Subdivision, subject to the following conditions : 1. A timber baffle outlet structure meeting the approval of the City Engineer shall be constructed to eliminate floating debris from entering the down stream watershed. Page 2 of 4 � - , s � Cit� o� ORONO _ �, ���a a:..; � �'.; {vW Y ��'�� �S��„��^`��u��X!��.�'. Y i �r�` ; rL; RESOLUTION OF THE C1TY COUNCIL F}� #���'� 19 3 3 , �, ���y a � NO. t � 'ar `+. ; ;fi.:�,,4e.� 2. A silt fence and hay bales as necessary shall be installed at the outlet during construction. 3. The applicant is advised that this project may be subject to permit by the Minnehaha Creek Watershed District. 4. Spoil material shall be placed on high ground on the property in a location to be approved by the City Engineer, shall be seeded to establish a vegetative cover, and shall be protected by silt fence and hay bales as necessary to eliminate erosion during revegetation. 5. Applicant is advised that future maintenance dredging of this pond wi 1 1 require a new conditiona 1 use permit appl ication and review. 6. Applicant or his agent shall obtain a grading and excavation permit per the current fee schedule prior to commencement of the work. 7. Violation of or non-compliance wifh any of the terms and conditions of this resolution shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. 8. The undersigned applicant has read, understood and hereby agrees to the terms of this resolution and on behalf of himself, his hei�s, successors and assigns, hereby agrees to the recording of this resolution in the chain of title of the property. Adopted by the Orono City Council on this 24th day of February, 1986. AT ST: `�,. ��. t ''�,�L�,-� �' _ C.'.�-'k,r/�- � othy M Hallin, City Clerk Tim Adams, Acting Mayor U 1S�CQ � ��1�. �CQ Property Owner Page 3 of 4 ' ,� • Clt of ORONO � Fw , _ RESOLUTION OF THE CITY COUNCIL a'}•. �" NO. 1933 0.�Y it' � � � :,. ��.' �,: . ' STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) On this ��� day of _��L{�_�✓ N, 1986 before me a Notary Public within and for said county, personally appeared _/1,1�-p j`�,4,yTpN , �-b2_ N� �- D , JN C, known to me to be the person (s ) describe'd in and who executed the foregoing instrument, and acknowledged that he (they) executed the same as his (their) free act and deed. e x,J ��,,��+� ^���•�, q � Gr�� SOSA 4 `/� ( / M,G'''N_p.�B��.MovN.�.� � ,c-��( �!,�`r. ��NEp�N��Une��,��^,� NOTARY PUBI,IC ��! � • 1�1� lon�P . '� 1 MY�'0n"`�lss J uN� />, /�B� MY COMMISSI N EXPIRES " STATE OF MINNESOTA ) )ss . COUNTY OF HENNEPIN ) On this day of , 1986, before me a Notary Public within and for said County, personally appeared known to me to be the person(s) described in and who executed the foregoinginstrument, and acknowledged that he ( they ) executed the same as his (their ) free act and deed. NOTARY PUBLIC MY COMMISSION EXPIRES Page 4 of 4 :��, � a� � CITY of ORONO Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices • • _ � � On the North Shore of Lake Minnetonka Date: 7�mP � � 1 9 A 5 . OFFICIAL NOTICE OF NEW PRIVATE ROAD NAI�SE OR ADDRESS CIiANGE Road Name • L'Etoile du Nord Zoning File No. 840 Post Office : Wayzata Fire Department Long Lake Schpol District Orono LOCATION: STATUS: X Existing Road (Former Name Etoile du Nord ) New Road: Completed Under Construction Public Street to be accepted Private Road to be maintained and serviced by the property owners and/or homeowner' s association. The City of Orono has no obligation or intention to acquire or open this road as a , public street. ADDRESS: 2220 L' Etoile du Nord (formerly 2220 Etoile du Nord) 2235 L' Etoile du Nord (formerl,y 2235 Etoile du Nord) 2250 L'Etoile du Nord (formerly 2250 Etoile du Nord) 2255 L' Etoile du Nord or�,�,Yr'rench Creek Drive (lot 7, Block 1) [Homeowner to decide which address upon application for building permit] 2280 L' Etoile du Nord (formerly 2280 Etoile du Nord) Please change all records to the new names and numbers. Thank you . Sincerely, ,c . /�1� ,--�-�-.¢� Jeanne A. Mabusth Zoning Administrator ps Enclosure - Map pc: Property Owners, Post Office, Fire Department, School District, Orono Police Department, Orono City Departments, NSP, Minnegasco, NW Bell, Hennepin County Finance Department, Hennepin County Sheriffs Radio BUILDINC;&ZONING—473-7357 • ADMINISTRATION&FINANCE—473-7358 • PUBLIC WORKS—473-7359 . 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MPoid '\�: -�Sv.+ey Li�ne �� , . �,� � _ � ' 1 ., . ,• . • •. \...� . . L'_ '_ M�[er elevKion on Auyust 7 .- ....�. "� .•:' ��.: .. '�- -• .-...�.,:..��. .. .`. ' . ..�..._ I "�..._ . �...�::�s�� - ...QB1.bD� / � , -.1 lI � 198 , ws 929.23 feet � T�S '� ��,, �x � \3 � � CITY of ORONO �������� �, �.'`��'�„�t, ;. �. �;�., Yost Office E3ox 66•Crystai Bay, Minnesota 55323•Municipal Offices ��� hi K . � �'= On the North Shore or Lake Minnetonka .� - F �� � ,�. ._;'_;�=:,.- DP�emher 14 : 198� OFFICII�L NOTICE OF NEW PRIVATF kC�D �I?�ME OR ADDRESS CHI�NGE Road Name : Fi-erch Creek & Etoile du Ivord Zoninq File PJo. : 804 Post Office : [dayzata Fire Depar.tment : Lonq Lake School District : Orono Location : See maps attached . Status : XX New Road XX Under Construction XX Frivate Road to be maintained and serviced by the property owners and/or homeowner ' s association . The City of Orono has no obligation or intenti.cn to acc;uire or open this roac: as a public street. Address : Lot l , Block 1 - 1205 French Creek Drive Lot 2 , Block 1 - 1209 French Creek Drive Lot 3 , Block 1 - 2280 Etoile du I•,orci Lot 4 , Block 1 - 2250 Etoile du Nord Lot 5 , L�lock 1 - 2220 �toile du Nord Lot G , Block 1 - 2235 Etoile du Nord Lot 7 , Block 1 - 2255 Etoile du Nord or�265 French Creek Drive Lot 8 , Block 1 - 1285 French Creek Drive Lot 9 , Block 1 - 1345 French Creek Drive Lot l , Block 2 - 1380 French Creek Drive Lot 2 , Block 2 - 1370 French Creek Drive Lot 3 , Block 2 - 1290 French Creek Drive Lot 4 , Block 2 - 1260 French Creek Drive Lot 5 , Block 2 - 1250 French Creek Drive Lot 6 , Block 2 - 1270 French Creek Drive Lot 7 , Block 2 - 1300 French Creek Drive Lot 8 , Block 2 - 1360 French Creek Drive BUILUING& LUNING -- �373-7357 • AD�1I�ISTRATION& FI'�AtiCF -473-7358 • PIBLIC K'ORKS - 473-7359 ASSI:SSItiG Notification of New Private Road Name December 14 , 1984 Page 2 Please change all records to the new names and numbers. Thank you. Sincerely, ��..�- G • �'h � Jeanne A. b7abusth, Zoning Administrator Enclosure : Map pc: Property Owners, Post Office, Fire Department, School District, Orono Police Department, Orono City Departments, NSP, Minnegasco, NW Bell , Hennepin County Finance Department, Hennepin County Sheriffs Radio. V 1!11����]llLe �� ����� , • .o. �..� -----���---- -------- ------ • -- - ��`'--�s,�_----;�-� ------ ---- ---- ------�^-------- ----- _� ___-- � � .:� � �-�= - �..� � .�� \� - � , '��, , _ � �� � , � _^ - —�. � _ - ``�- �J ; ,_ � �; ✓ ; \ � ``-� _ _,� _ -._� �...._ ? �y ...�=a_.==�-- � -_ - --- - ' L� "� -. { � ' � �. ._ (' • i i ---1 � ..�... � � ��'. `-�� � � ,, --- --- =-�- �-A�.-,.u3���_--��T� -� ' _' _''1_' , 1 =4 1. —��-�. _�-_ `•1 1 • '_ ' •�� � f ' ' `� :"i -� � ,, �'•�� _' �..,(� __' '" ''+'`^ \• _ `I :l � • .� ' •cJ __,� � ' / ;�-"'��,�� '' ' � � � � 1 - � _ 1_..._�, �y' , � � � � •.��-.� �� � - •� � _ �� _� � � � � 3 �L _ �� ~��� � \� � '�v _s� --: i ' �7 .;. 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SEPTIC SYSTEM INFORMATION �'' ` �. .� STREET ADDRESS �4 �� �TG��L-�-'� `I�c�l N�f�� �i� / Z�� ����I-� C i���K �. ,. 1��iv�; LOT � BLOCK / SUBDIVISION��'��,� l��c'¢{ ( r��=E� �'' - MONTH AND YEAR TESTING DONE ,,��� � y ���j� ITEMS ALREADY COMPLETED �) L�C'�'C;_ �`�T"5 , {��� %' ��_- !x�,f'�.�>�}`,; NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT: OBORINGS �PERC TESTS �./ � SYSTEM DESIGN OSITE PLAN O OTHER OCOMMENTS -� /J DATE THIS SHEET FILED l � � - �� BY y��'�_ / _ SUBDIVISION FILE NO. ��" '''J` ' S-P TE S T'ING, INC. � 951 KATYDID LANE ST. 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" . �� } \� � .. _.� � _ 'K�, ;t � . ; ��--- - ' � �.. - � � �•, ��_ �`1 � ; �' , '��.� ' _ � , , _ � {� t ` _ Y.` ___.._--�� - • ',\� � . -.,I-- - - • • ` �µ 1 ` _ ..- _ _ x ^ `.' � ,t � ` -� _-x y.� , � _ -- r" `\ „ � _ . - - �• , ''"� , � / j = __ `,,` � • � '- ,�l • • ,- � ,� ;. � -_-_ --- , z -- �---=---- �,� . „ ; , � . - _ ,��. �' � " _ - � :.. , �� 1� ; � � ; . � x �C � ` ,� � � `. i, � y ' - —- �� / / ' � ' ' �' • ._ X � � ' V ` r �� t Ji. {t� � , , ,t ,�•, . . - � '' ( t� �� � � �X � _ ' � � `�7 i' ' .2 � � -� ---- ,� .''t- `T . ' � , �` .� %• l�Df � r r' I' Q . � �l` i� `I . . '`' �J ` / .r, ' .�• `Y;'�'r .', \` �� � � -�___ . � � �� �;/ . � ��• � � i / / ► • !, � j � J!r-rI , / r� �� � , ; ," , � � r. .' ,� ,�CO • 1 r �� �- � �/ � �� , � � ,t J, � � �.: /: ' . --. ._.. ... .�_. _ �` . � �_)� :�'x. . l / ' / l . �k j�r� . %s ;•' i - f . - + i \`� \! .. �/� .- • ��' �I 'i � \1�, l/'�/ //��/ ��' r ^ �, � . { � 1 � " � �X - � ' �s-,. !'/ �/ � � . . � � . � /� r ��_~ _^-- � / ` F � f ',� ., j,f ,�� . � � . . _'�� y , j,,�-` , � - _ . _ , N – _i•- , ;,' / � !;` �..--- . " • � , � ,/,,' . . ,�"� /� �j�' � • . =L,j �.. i * '"/ r.,,`4 3 :' �. '? %; ' //, � /: " � � . - --._. -- '—_.. . 7 t_ \ _, �'/ - � �• � , � � , ��� 4.1 S . �� !�- - .-- , . , . '� :c ,,��.--- , - � �._ ` , ; ___- -- �. �� --_ ____. _-�` ,� �; ,' � - ��- �-. . � • _ L-14 ' ` ' PERCOLATION TEST DATA SHEET •�„ = � Test hole location �'j��t��� ���oLK, � Hole number � Date test hole was prepared 1-�c-�?�{ , Depth of hole bottom, �� inches. Diameter of hole, (o inches. Soil data from test hole: Depth, inches Soil texture O-(�" 1�Sc„� �c�.c K c�cow,� ���c��v�, � t (o"- I`�" ��t��.:>r� c c�c�c��, C�`a,.�, �o c�«-� � , � �-j ly"- a��' �jcc>��.�r� .�c,.��c�„� `o o:r,,-� 2 � c�v"-�O" l�C o�.J n �(112��,�*r.�-� J G r.c Method of scratchinQ sidewall �;n�F� Depth of pea-sized gravel in bottom of hole, � inches. Date and hour of initial water f illing 1 _ (�-,-�`-� 3'��S�.�.-,. Depth of initial water filling, �� inches above hole bottom. � Method used to maintain at least 12 inches of water depth in hole for at least 4 hours L',t`� . �,�1C!��c-- S��l-.o�� ' Percolation test readings made by S-?�1eS��,� �' c. S ev��, �.�:_�-:� ,�� on ' 1-�- g� starting at �'•00 �m. . Maximum water depth above hole (datej r ' during test, � inches. Time ' Percolatic.�n Time Interval, Measurement, Drop in water rate, Remarks Minutes inct►�s l.evel , i�u�he�y m[nutt��� ����r inch � � 1'.� ��. �� ��, �� �j•� �'�3� 8:o� � C� ' a - `�l�{—._-- �;oy �3�.,� c� 3 �0.�7 , r�.ya ��. ��7 io �'S�� td.� Percolation rate = �•� minutes per inch. I..-14 PERCOLATION TEST AATA SHEET . Test hole location �j, C. 1�, l��oCk- � Hole number �� Date test hole was prepared �1-(o -c�`� , Depth of hole bottom, '"y inches. Diameter of hole, �v inches. Soil data from test hole: Depth, inches Soil texture � 1 ,� n y Ll- I�'� 1 �`SCi\ 1 \JC��� �4_'��C��.:�r'\ �X-a�'�C�,,.^. 1.�.1C.n...4 QGy`'`1 ��,� `�„ I Jc�C�C. �C t��..J Y'`� �Cn��1C�-'� �,CiC+v��-� :� � . ��)�_ o��j ��U���`� `C>C�4�1�� �,.G�.�'>t� '� c- �„_3�,„ '���c�.,.�,-� m e c�.',���� .�c�.,-�,� Method of scratchinq sidewall � ����-- Depth of pea-sized gravel in bottom of hole, � inches. Date'and hour of initial water filling �--1-`t-��� l'�i.`� �• ��• Depth of initial water filling, '� inches above hole bottom. � � Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ��i�� t�e��c���� c���Si._� `7a..�� � SU��S � Percolation test readings made by '\'��;�.�„-� 1.. •`:����:�en. ,"����.���>>�� on. � _�_.�� starting at 1'.QI �a��-m� • Maximum water depth above hole . .m. (date) �� � , during test, �� inches. Time Percolation Time Interval, Measurement, Drop in water r.ate, Remarks Minutes inches level, inches minutes per � inch � _ _ . C�` � � � �� ,,,�;.Y-. ,�-'1 4 ,. " ��1�,�>6 "1�.t C� ,�-- .�. ,a �_�. �� 3 _ � ,� s __' „ ��.�p, l•.�3 �', .(� ., � �, , �•.�y 1�,a 3 „ „ �1�.3� �l�`i S C� Percolation rate = ,� minutes per inch. L-14 , PERCOLATION TEST DATA SHEET � Test hole location �.��.�2 � ��.`��c�c.� 1 Hole number `� Date test hole was prepared �1-�-�'� , Depth of hole bottom, �O inches. Diameter of hole, (,� inches. Soil data from test hole: , Depth, inches Soil texture � � ���� '��._.1C.���, �J�CK ��1VlA�� �.J4\l�.CW+' �..``�.\}..\ �.QCA(` '� �$J� --�— { \ -� ,�"_,C� � �✓',C �n, [�p_,�J� \C�C.+�rti1 --- " �' l C:U v�f1, r.�i�. � y i r— t ) 1��. ;�-.1•� � �UWr"o, -..,yC'+..^nt:T-��.. �. CjG�v� , �_ .�L-. Method of scratchin� sidewall �c� F � Depth of pea-sized gravel in bottom of hole, � inches. Date and hour of initial water filling 1- �- `��� ">',�`� �•��`• Depth of initial water filling, ',�„ inches above hole bottom. �,, � Method used to maintain at least 12 inches of water depth in hole for at least 4 hours �,�,����r;t, ���c�;� . � ,-., C '�. �.'-�. :� < on Percolation test readings made by �,-� \e. �;�.���, � 4�". '•�.��E'�'� �• ��`�"�`-��� , a m. �, _ �-1_� starting at 1'�C>�. ��� • Maximum water depth above hole (date) • , during test, � � inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch � � � :0� `1', �� � `� J'� �.(" 1',�.`1 �>�.u`l (�� ���,c� y,`� �;;�� ��.3� (� � ��.0 g�,�l l `�'. tl � -�' �� Percolation rate = 1��.� minutes per inch. L-14 . • PERCOLATION TEST DATA SHEET Test hole location `��`.t2, �� �>>`a�k 1 Hole number y Date test hole was prepared `';-�n -�`� , Depth of hole bottom, ?�� inches. Diameter of hole, � inches. Soil data from test hole: Depth, inches Soil texture �� (n„ ;'�:_>,",,.c��� � c,;k,� �a�.���..A�.,,. 4:�c�,�-, (/�A 1�+{ R /' � �LJ � 1 11 l �il ��L)..1�1 �.\,C�l.�� �1�.'�I+.t�'..� . . w.d . f — — �l ^"� 4 iK �y -�� C�.��,Jr1 C`a.�i^,c�.�• C' c,.,�_ �O i,�. � � t:' 1 �. � - ':�l-1 \,�C1�.tir7 �rr.��.0 ,r. '.UC.,^�1 1 Method of scratchin� sidewall �ti,,.�� e... ' Depth of pea-sized gravel in bottom of hole, �.. inches. Date and hour of initial water filling �1'(c�-�.'��� ?'��� �.,^.-•• Depth of initial water filling, �d� inches above hole bottom. ��, ' Method used to maintain at least 12 inches of water depth in hole for at least r. 4 hours �i� �.�:.Ca,�� r���..� ��-�l�C:r� � Percolation test readings made by s-�'ILS'���,� � . c�e�e,� :3,`� ��, n,el.5 on a' ' Maximum water depth above hole 1-�_g�� starting at �l :03 ,-y�, . (date) • . during test, � inches. Time � Percolation Time Interval, Meaeurement, Drop in water rate, Remarks Minutes inchEs level, inct�e� rn1-riutes pE�r inch . '� � .�-;03 -1' 33 C-� ��'(� 1��. _.�:yo ��.�r; i� �`f� ��. �� , V �,( � ; ��,(o .c� �'• � �;�.y;� �j�.�� �., � '��� 1.?.O Percolation rate = �:�,� minutes per inch. � L-14 PERCOLATION TEST DATA SHEET Test hole location `j',�,_� ~1� \_�:��,c:c._� � Hole number `� Date test hole was prepared �`�-(a- �`� , Depth of hole bottom, .�C� inches. Diameter of hole, � inches. Soil data from test hole: Depth, inches Soil texture r� —��" � ��, 1:�� , '�\-� � � �*� � `� q>' ,CK. ,CC.,�.�:>r� �c,c�„ � �� � . � ��, � — c�l�" \��)CC��+�lc� �r,�n �. �`.� � �^,(_Ci.0 ec (_,C �Cr�\�._ �� � � �; " t �,�) \��C:i�...��"'� �C7 Cr .ti`�, ;�i.i��-.C�_ ) Method of scratchinq sidewall ���.ry�.�� Ba�th of pea—sized gravel in bottom of hole, ^� inches. Date and hour of initial water filling '1-(c�- �'�� 1. �';'. �,`� �.,--�. Depth of initial water filling, 1� inches above hole bottom. � ' Method used to maintain at least 12 inches of water depth in hole for at least 4 hours L�..�_+���,r�.�.c�_,.��. S��:},,:���-� Percolation test readings made by �.- f,c`:�C_.,r�.. %,.�` •c,�'>�e�C,-� ���,�;C�•; �,,s 'S on � `a.m: � ��•��)- ?��i starting at -1'v� =.m. . Maximum water depth above hole (date) • . during test, �'� inches. Time • Percol�tion Time Interval, MeaRuremenC, 1)ro{� in water rate, Remarks Minutes l.nches level, inche� inlnute� pet- inch w w ,, `�` . _....� , ��. (_r' `�j� ?,C�, .._�,�� -,�.�i b C., ��>� c� _`a�.�� � ;:�,�.. l., ��('1;� �..{ . , v',�' �d'. ?� � ,� � [�,�. ��.�13 `7�03 � ��'(� �, a_ . Percolation rate = �, � minutes per inch. f,-14 PERCOLATION TEST DATA SHEF.T Test hole location `'���_�1a r:�oc_.��,� Hole number h Date test hole was prepared -l� �-�'.�' , Depth of hole bottom, .��_ inches. Diameter of hole, � inches. Soil data from test hole: Depth, inches Soil texture ��`.\.`l•• l� \ ���C�`.1` ��if��.. ��("'�L♦ `',.�(` y�,. , �� . ...1��,� ��CC.� .'�1 �C�l•r�« �1_;�����ACf�:, �..)t �����.� �. �,G��.C�, � c7���� ��" �`��C�:�lc,, \C�C.•.r�„.�_�, ce; �r�._ J J Method of scratchinq sidewall �.�1,}2.. Depth of pea-sized gravel in bottom of hole, � inches. Date.and hour of initial water f illing �)-t�- ��L, �'•���=�.�ti• Depth of initial water filling, ��- inches above hole bottom. .� � r Method used to maintain at least 12 inches of water depth in hole for at least ' C; 4 hours ���� c,��ci.rt-.�.c. '>�.,,c�:� ' �— Percolation test r.eadings made by �-Q'��_`;��„�c��_�'��� .����f.� �J. �=�e��,C��,t�`, on � t startin at p S a-�m� Maximum water depth above hole (date) � �g . --��—Epim� . during test, � inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch � � ).�� �'�. ��; j..��� �-�.�_. _ _l.y� >'�G� ,:�+ c�•�� _, ! :� �:.; � '.01 ''�Z�l �� ' ', , - �. , � •.��� �i'. �� � `� .� Percolation rate = � �� minutes per inch. . LoRa of Soil Boxin e L-13 ....�s.� .�. , Location or Pro j�ct .�',��� , 'v`��ti- � _ ___ c- � Boringa mad�: by :.::,-� �C�;���� ,�.��', c:�;E�f�-� � . '�CL�, ,,,�;t�z Date 1- C�- �,`�----- , T"f' - Classification Systeta: AASHO ; USDA-SCS ; Unified �_; other _ AuRer uaed (check two) : Hand f, or Power ; F1iRht , or Bucket ✓; other Depth, BorinR number � Depth, Borin� numher n, , in Surface elevation in Surface elevation feet feet - Y . O . �p��U�� C�GC� �COvJ� `OG�-`r'� � �^O��O�` L JGC 1C (_"` O_�„ :.�C OuJn :t��.�.\. � -- _._..- --___.�_. ----- -- �- � �..;'.CuJ� �OGr� � QCO�Jr'�. _:Gc1� C�C� ,OAr�� O- 1 J / ) -----_ _ 1 --- --- b-}�c�-_. -- \_�Cr�C \< �5 C L��.�a-\ `�C.;..C�...� �G:�<.r.-� —_L 1��a� - ---- ___.__.._ _. , I�J�o�.�r� 5 c�c�� �O o-��--� �!'c,�.�.•-� �c>c,. ,._�,_� �;c�.;-,,.�. 2 � , ., _ _ • — — 1!a -�+a' . __ . . . _----��a„ �, „ 3 1�i ow,-� (�-�E_c�,���-� jc.�nc� �' , 1 `_ ,� ' C..JCU��_�n. v`�'1C_C'\.�l•^,--,. `�`,C{•__. >G 4 — ___a'4"-_y_-- — --- — �Co.�:>�-� 1 o a.��. �� ��c,.��c� , , „ . . - ���„ � , � ,. ____. -�---_`_{ _�_ _ --- .. I �� , 5 — 5 _ - - - ' � �.�C C>�ti1�'o 1 G C�,._.-�..`� ,�. . ,c:�._ . 6 — — C�,CC�`�;-. cti"�e���..�.� Sc._,�� y �o"-_�'� , — —_ _. T _--- 7 __ ...._.. � � ! �:_.��C,.,_,. � t'ti-•�C_.c � ,, �..y., _ ,c� . ,r1 8 --- —. �:,�i '� t' c l C c: `� 0 4 �C:><• ,�: . '� , . , , �-I' " ' � ``��' a-_�. ___ __---- '��'°�--'�-'-,�'. 9 -- � 10 — 10 — End of boring at a��� feet. End of borin� at ;'1 feet. Standing water table: Standin� water table: Present at feet of depth, Pr.esent at __ feet of dePth, hours after borin�. hours after horing. Not present �n boring hole ,�' Not present in borin� hole _ ._; _ Mottled soil: Mottled soil� Observed at feet of deptt' . (lbserved at __ _ feet �� dePth. � Not present in boring hole .,' , Not present in boran� }�ole � LoRe of Soil Borin s L-13 _ Location or Pro j ect �t-1� i����:�-� � Boriags madt hy `��� �eS�`,;-�� '`,'�� � � c �r �,. �S Date --- �� �'� �'�4 �lC:ler'�i,. �L ,C, Qt... Classification System: AASHO ; USDA-SCS ; Unified _,� ; other _ AuRer used (check two) : Hand .1` , or Power ; Fli�ht , or Bucket 1 ; other Depth, Borinq number � DPpth, Borin�r numher `-� ____ in in Surface elevation feet Surface elevation feet y e , � �l ti C���,-� \dC.. ��. . O � � ' u:K QCo�,�c� S�-'�� �Ic��� o�\ L7c�C�-(�" 10 So�l O C1a�� - -- _ ---- ___ __ „ o c��. . � --� -\O--- ----- _-- 1:,�C c�`v,--. C l c�...� \c�c,..� 1 , i::�i o�.�,� `:�c.r�c�....� C�c�.� `o c,.r. � — - --�'-��a'-- - __.1Q11..�...,\�a, _. . I�r O����1 S C�..v�C�,.J.� L:�Cti..� \C)Cf.����-� . . •2 — 1 e-\ � :�. _1�,���-- __ �`1<�,�U.� .�G�'\�� ��G.��,_� ^--- ---__— � l c c..r. , , � '�:.:i<U��.�,-�. _:.:C�.��.,�'�..�� �`�1=3� c��"-., ----�• 3 — — ------- ---- ����� � c, 4 _ — UC o�..�r-� cv�e C�-��`�r,-� �c.:,�_ � c..' 1�✓C c��:-,,.--, ��c,�, � �c,.�c� ;_� � '�s-.',r-. \a��,e r � �', �.. . `�� i 1 a c�. �` �."-�. . 5 . 5 ��„__�'�� 3`=S'/�' -------� ----- ----_ ._ ___._._._.__ __ - --- . . h _ — �;i G uJ�^,. (`ti�.e<.��, ���-;-� .�o..r,c�_. � � ,„ .., `.;'�i��`-� _._._ _ �._y�U�_•.l.-� iti\E�� �`�.t^,� CJG.i'1C�_ _�.--- � — ` -�, w ��la - i'(� � � - - � a. � ----- --- ---- x. C..,. \_?i c ��r_'r.,,. ,,,�, f t�„ ,,� c�;, , c 8 _ �� C� �C c_>w,-� C�,�< L�.,L.�c�;. �G�1C7'� — , .. � , � '� �,.1 -1,'�__�1�' __ ---- -------``=�` - --- 9 --- — 10 — 10 — End of boring at g�� feet.. End of. borin� at �i��� _ feet. Standing water table: Standin�. water table: Present at feet of depth, Present at _ feet of de�th, hours after boring. hours after horin�. Not present �n boring hole �'� Not present in borin� hole ,;' *�tottled soil: Mottled soil� Observed at feet of deptr. �bserved at __ feet �f depth. "Iot present jn boring hole _✓� Plot presFnt in borin� hole ��____ — •' Lo�s of S_oil Ho�ri� L-13 � �. J, y� � Location or Project _'��e.,1i � ,�r�C, � _ _ � Borings madt by `;,-l� 105���,��, :Lr�- `=,�:�ve�-� (�.cc_L,�ir<�e<� Date �1-L,-`;`{ Classification System: AASHO ; USDA-SCS ; Unified ,� ; other _ _ � AuRer used (check two) : Hand �, or Power ; F1iRht , or Bucket �; other Depth, BorinR number `'J Depth, Borin� numher (�--� feet Surface elevation feet Surface elevation . D �1 � `����� 1�GC�, �JCouJ.'� `OG c�._1 i�lis`>(�e � S-)c,.t'w. (L:�_,.i�-� �OC.r,1 O g" _ �----— --- _ �, — ___�..• _�.�.—_ ----- __ _.. _. ^' �O G rv-v �J \�G.C E S 1 — ��:!'O v�,-� � � � � � „ \;,t n�:.�,-. \�� c.��-,�-., �.:a� � �" c.c e �'f� �I�_ L,� ,J�.\.✓�� "C C-���A � -��-\��"�(`� . — �� _..��._" _ _ _ ._�_.__ ' � Q ��r– �, . ,2._ ��(�1l,aJ i . ��Cw�\'��L� ,\,�G.�"'�1.�..... __ --' ___�_ . ..___ _�__. _.__ .._.. � �'c.., `.�l i �._.�.�- CJL�`����\. ,�'_ .�i,1.2' tf Cn.r�.,.. � {,::�.i'�.C�••_ t� ' .7+ �t—'_ __.'__ .._. ___._._. .�_.._. _.__ �. 3 — � — a ��;"o�,:y,-. ,-�-�f c�.'...`:�-�-. S G r'�G�. (` _ , , l.J I���'. r-, �o�.*��� � o c �`� �ts� . .3 C C>��—� ��."�E'c�,v��-��\ ! ..c.,-�[� 4 — `o cLY.� —' _��la _S' �'la'-5� , 5 — -- - --- — --� ----_ _. . . 6 — — _� � � „ C,. ,--, �`';C�,v.:,, � t��'�� c��, ��._v,;-� _:,.a,aC ' : � — `,�t �. � :�i�,.,'�...-, �-,,.,< <� ,,,._.,�,,,._,��.. g , — . _ , 5�_ ",,�.�' __— `> - Q�'I.� 9 --- — 10 — 10 — End of boring at �� . feet.. End of boxin� at ���� feet. Standing water table: Standin� water table: Present at feet of depth, Present at _ feet of dePth, hours after boring. hours afrer horinR. � Not present in boring hole ,(� Not present in borinQ hole � *iottled soil: Mottled soil� Observed at feet of deptr. �bserved at feet nf depth. � "]ot present in boring hole _�_. Not presFnt in borin� }�ole ,/,� �