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HomeMy WebLinkAboutSUB201500013 Approval - Agencies r 0 appleva 111 I IV COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434) 972-4310 Charlottesville, Virginia 22906 March 10,2015 Ellie Carter Ray Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat as part of a subdivision of Tax Map 30-12, located in Albemarle County,Virginia. Dear Ms. Ray: On February 3,2015,the County of Albemarle requested the Virginia Department of Health(via the Albemarle County Health Department)review the proposed subdivision plat identified above.This letter is to inform you some that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia,the Sewage Handling and Disposal Regulations, and local ordinances. This request for subdivision review was submitted pursuant to the provisions of§32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by: Steve Gooch; Onsite Soil Evaluator Number 1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. S cc e St: - Envirel ental Health Sp ialist, Sr. OnsiteTSewage and Wate Programs 'quo, �'IRGIN1P oF AL.\ Ian ECtItILD FEB 11 2015 I3 COUNTY OF ALBEMARLE v i5 _ Department of Community Develop .v.��-• -°° 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 2/3/15 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB 2015-00013 Nancy Thomas McMurdo—Final Subdivision Date Submitted: 2/3/15 Dear Ms. Batten: vow The County of Albemarle has received application to develop/subdivide Tax Map 30 Parcel 12. This project requires Health Department approval prior to receiving final County approval. The applicant has provided a soils report, which is attached. Please review the proposal for suitable subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Section 310 of the Albemarle County Code. Should you have any questions or comments please feel free to contact me. Sincerely, EVLL C. eat Ellie Carter Ray, Senior Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 eray cr albemarle.org (434)296-5832, ext 3432 phone (434)972-4126, fax Steve Gooch STEVE GOOCH spgooch.geologist @gmail.com C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487 �... 703 Oliver Creek Rd. Troy, Virginia 22974 January 30, 2015 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Reserve Drain Field Sites Parcel D and Residue A Division of Tax Map 30-12 Albemarle County voy Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above-referenced property. We request that you forward two (2) copies to the Charlottesville-Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions, please do not hesitate to call. Sincerely, Steve Gooch Consulting Geologist, Inc. Steve Gooch Encl. Commonwealth of Virgini , IN 2 pp 120Q-- VDH Use Only th Department ID# Application for Subdivision Review Due Date ''age 1 of 2 to be filled out by the Owner or Agent) Nary Owner Nancy McMurdo Phone (434)973-5404 Mailing Address 1115 Locust Grove Lane Phone Charlottesville,VA 22901 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax Directions to Property: From Charlottesville take Barracks Road/Garth Road,right on Free Union Road,right on Horseshoe Bend Road to Locust Grove Lane on right Name of Proposed Subdivision Tax Map 30-12 Other Property Identification Dimension/Acreage of Property 167 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing,individual General size of lots 4.2 Ac,and 162.8 Ac. (give range if appropriate) Additional description of subdivision Overview of soils and geology(optional but encouraged) In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot,if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets,utilities,storm drainage,water supplies,easements,lot lines,and original topographic contour lines by detail survey or other information as required. When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied. nive permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the ,rpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. GI 1 . � �- — //90//t Signature of Owner/Agent Date VDH Use Only ommonwealth of Virginia HeallthDepanmentIDff Application for Subdivision Review Due Date Nil" (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initialing request Contact Individual Phone Local offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and regulations governing sewage treatment and dispersal and private water supplies,compliance with local ordinance governing sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please indicate the nature of review you are asking the health department to conduct. 1. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other(describe below) fir► Name and title of requestor Date OSE Form F Revised 7/02/09 03/1(Z i d Soils Study for Reserve Drain Field Sites Parcel D and Residue A Division of Tax Map 30-12 Albemarle County Prepared for: Nancy McMurdo 1115 Locust Grove Lane Charlottesville,VA 22901 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 January 30, 2015 Nitaw Page 1 of 5 OSE/PE Report for: Construction Permit n Certification Letter 1-1 Subdivision Approval 1• I Property Location: 911 Address: 1115 Locust Grove Lane City: Lot D Section Subdivision GPIN or Tax Map# 30-12 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Nancy McMurdo Street: 1115 Locust Grove Lane City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# *sow Address City State Zip Code Date of Report 1/30/15 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): c nstruction permit❑ certification letter subdivision approval ig be(select one)issued 0 denied . OSE/PE Signature &t'� �0��'' `— Date // c,//h Purl 2 Z ck5C" Soil Profile Reserve Drain Field Parcel D A Division of TM 30-12 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-3 A Dark brown(7.5YR 3/3) loam 2 3-36 Bt Weak red(10R 4/4) silty clay loam 3 36-54 BC Red (2.5YR 5/8) clay loam and brownish yellow 3 (10YR 6/8) sandy loam 54-84 C Brownish yellow(10YR 6/8) sandy loam 2 7 0-3 A Dark brown(7.5YR 3/3) loam 2 3-48 Bt Weak red (10R 4/4) silty clay loam 3 48-66 BC Red (2.5YR 5/8) clay loam and brownish yellow 3 (10YR 6/8) sandy loam 66-84 C Brownish yellow(10YR 6/8) sandy loam 2 8 0-3 A Dark brown(7.5YR 3/3) loam 2 3-8 BE Brown(7.5YR 5/4) clay loam 3 8-30 Bt Weak red (10R 4/4) silty clay loam 3 36-54 BC Red (2.5YR 5/8) clay loam and brownish yellow 3 (10YR 6/8) sandy loam %NW 54-66 C Brownish yellow(10YR 6/8) sandy loam with gneiss 2 fragments 66- Cr Gneiss 9 0-3 A Dark brown(7.5YR 3/3) loam 2 3-36 Bt Weak red (10R 4/4) silty clay loam 3 36-54 BC Red(2.5YR 5/8) clay loam and brownish yellow 3 (10YR 6/8) sandy loam 54-72 C Brownish yellow(10YR 6/8) sandy loam with gneiss 2 fragments below 66" 72- Cr Gneiss 10 0-4 A Dark brown(7.5YR 3/3) loam 2 4-15 Bt Weak red(10R 4/4) silty clay loam 3 15-26 BC Red(2.5YR 5/8) clay loam and brownish yellow 3 (10YR 6/8) sandy loam 26-46 Cl Yellowish red(5YR 5/8) sandy loam 2 46-55 C2 Dark yellowish brown(10YR 4/6) with gneiss fragments 2 55- Cr Gneiss 11 0-3 A Dark brown(7.5YR 3/3) loam 2 3-19 Bt Weak red(10R 4/4) silty clay loam 3 19-30 BC Red(2.5YR 5/8)clay loam and brownish yellow 3 (10YR 6/8) sandy loam 30-60 C Brownish yellow(10YR 6/8) sandy loam 2 Page 7 of 3 Appendix 2 Soil Summary Report GENERAL INFORMATION IIIPe Date 1/29/15 Submitted to Albemarle County Health Department Applicant Nancy McMurdo Telephone Number (434) 973-5404 Address 1115 Locust Grove Lane Charlottesville,VA 22901 Owner same Address same Location 1115 Locust Grove Lane Tax Map 30-12 Subdivision Block/Section Lot D SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? x Yes No Describe side slope 2. Slope 12 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 60" None 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches Free water present X No Yes range in inches NuIt. Soil percolation rate estimated X Yes Texture group I II II IV No Estimated rate 65 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 36" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. Other Specify (attach additional pages if necessary) P yL Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, Cd'only the reserve area(check one)for_Parcel D —A Division of TM 30-12 (Property ID). Design Basis Total length of available area: 100' Total width of available area: 60' Estimated Perc. Rate: 65 at 36" in. (depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required?_No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 496 Total trench bottom area required: 1488 Now Area Calculations Number of trenches 5 Length of trenches: 100; Width of trenches: 3' Center to center spacing: 9' Reserve required? this is reserve_ Percent reserve area required:_100 Total width of absorption area required 39' Total trench bottom area provided: 1500 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. ". Page of AOSE Form E Revised July 18,2007 S 17ce e eA <- i i r WITH BASEMENT Proposed Rel ( L HOUSE) Drain field M _/ STREA ■ BUFFER i T. M. 30-i2 :TY LINES NANCY THOMAS MCMURDO W.B.82-581 D.B. 1678-269 THRU 273 PLAT RESIDUE• 162.80+/- ACRES (BY DEDUCTION FROM TAXATION RECORDS) 850 171 LOCUST GROVE LANE "52'38"E 326. 17' IS North 3934808 300. 14= S86 '20.50"E 479.82' East 11471950 E�1-PED t------------------------------- EL DRIVEWAY 9"t !7.90. t ! IRON— 17.7 ' ----=x=_F NC-----•X---------•-------------__._ - IE FOUND E �" x - GRAVEL x �` "- x FLAG x •GRAVEL pFIVEWAY / ' - - rn FL ,�'f Proposed FReser'1 w Drinfistd '�' , w ,FLAG , 30-12B u` w !iD i ° WELL' 25.4' CEL A c�v ''v I ' ® - -1 PARCEL D D MCMURDO x iv i I : , D ; , T.MCMURDO o r ` Fus 4. 20 ACRES x io. i' Q "' 123, 425 PLAT 11 p 31.6' 9 P © '116G. 2 6 DRAINEIELD J IS - 10.3 AREA x_�x EXISTING DRAIN FIELD LOCATED !8© -'-. IN THIS AREA(PER OWNER) �I :-.,. FRAME 1 ;,— x__-...,, k .,w BLDG. ------ — — 331.75' ' - _.:=a. W IRON 631.97' IS c?: :..:;•. FOUND °;.:... °::;-:.:.: : Page 1 of 5 OSE/PE Report for: Construction Permit n Certification Letter I I Subdivision Approval 174 Property Location: 911 Address: 1064 Locust Grove Lane City: Lot Residue Section Subdivision GPIN or Tax Map# 30-12 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Nancy McMurdo Street: 1115 Locust Grove Lane City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# 'rirr Address City State Zip Code Date of Report 1/30/15 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. 51 The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permit certification letter subdivision approval Q be(select one)issued Q denied❑. , OSE/PE Signature -�(}t�, C, �L Date Pa ye_ 2 dF-5 Soil Profile Reserve Drain Field Residue A Division of TM 30-12 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-10 A Brown(7.5YR 5/4) clay loam 3 10-42 Bt Reddish brown(2.5YR 5/4) silty clay loam 3 42-75 C Dark yellowish brown(10YR 4/6) loam, 25-40% 2 weathered schist fragments 75- Cr 50%+schist fragments 2 0-10 A Brown(7.5YR 5/4) clay loam 3 10-48 Bt Reddish brown(2.5YR 5/4) silty clay loam 3 48-84 Bt2 Red(2.5YR 5/8) clay loam 3 3 0-8 A Brown(7.5YR 5/4) clay loam 3 8-34 Bt Reddish brown(2.5YR 5/4) silty clay loam 3 34-84 C Yellowish brown(10YR 5/8) sandy loam 2 4 0-9 A Brown (7.5YR 5/4)clay loam 3 9-32 Bt Reddish brown(2.5YR 5/4) silty clay loam 3 32-84 C Yellowish brown(10YR 5/8) sandy loam 2 5 0-9 A Brown(7.5YR 5/4)clay loam 3 9-60 Bt Reddish brown(2.5YR 5/4) silty clay loam 3 60-84 C Brownish yellow(10YR 6/8) sandy loam 2 Page ' of 5 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/29/15 Submitted to Albemarle County Health Department Applicant Nancy McMurdo Telephone Number (434) 973-5404 Address 1115 Locust Grove Lane Charlottesville,VA 22901 Owner same Address same Location 1064 Locust Grove Lane Tax Map 30-12 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 13 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 75" None 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches `— 6. Soil percolation rate estimated X Yes Texture group I II IrD IV No Estimated rate 75 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 48" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, C3'only the reserve area(check one)for_Residue —A Division of TM 30-12 (Property ID). Design Basis Total length of available area: 100' Total width of available area: 75' Estimated Perc. Rate: 75 at 48' in. (depth) Number of bedrooms(or GPD): 2 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity_ 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 596 _ Total trench bottom area required:_2384 Area Calculations Number of trenches 58 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? this is reserve_ Percent reserve area required: 200 Total width of absorption area required 66' Total trench bottom area provided: 2400 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. Page of AOSE Form E Revised July 18,2007 FLAG 3 e-- FLAG S ® 4 PR[ 0 _ 32 SEPTIC - - AREAELO --iia: J Prod � . _ ----- -/ D�R1���+�L 'it_.--X40"'. FrL�G b -- -- FLAG 2 T. M. 30-12 _ �- NANCY THOMAS MCMURDO W.8.82-581 / \\ D.B. 1678-269 THRU 273 PLAT EXISTING DRAIN FIELD �,� RESIDUE= 162.80+/- ACRES (APPROXIMATE) (BY DEDUCTION FROM TAXATION RECORDS) SERVES HOUSE LOCATED AT 1064 LOCUST GROVE LANE kNE S86'20'50"E 479.82' North 347 East 11471950 950 E-tj TEL. ------GRAVEL DRIVEWAY IS ,rPED. -X- —F�N-'__'" x—__ - f IS .G �+r.r E x x- X' _ _,/,,, IS ;" 33.2' GRAVEL (v ,i'C}posed w J 40.0' frrinfietd 1i w : ` - x LL x ;' 14.1----e----lt FRAME WELL•� % 2d.4' i -s', 's. BLDG. PARCEL 'D — ® in - -._, ; IS `,. 4. 20 ACRES x 10. 1' Q' N D , . ; ,�• '; © 20.2' P 31.6' ' �© / 11Al• rk �^', 6. 1 UIS` ' ' ' - 10.3 Scale 1"= 100' •- Soil Profile Hole U ;XISTING DRAIN FIELD LOCATED x N THIS (PER OWNER) .. I Reserve Drain Field Site '�'�.„k h U.- FRAME Residue �_X x- —x w BLDG. ANDIC Ly. Q.; A Division of Tax Map 30-12 331.75' Z:' Albemarle County,Virginia 631.97' I8 ;:;c°�; Steve Gooch Consulting Geologist North 3934498 703 Oliver Creek Road East 11471761 FOR Troy,Virginia 22974 1. 30-12 REVIEW IOMAS MCMURDO SCALE: 1" AN 100 ' L82-581 DATE: JANUARY 15, 2015 a T"QU 273 PLAT 62v. I-/- ACRES IOM (XATION RECORDS) ROGER W.RAY & ASSOC., INC. 1717-18 ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 TELEPHONE: (434) 293-3195 SHEET 2 OF 2 130488 3 Z N O-1 Can 13 H 1]-1 -< 0 0 mm - =DM l 0 33 m ° > I W n D cn 0 -1-< mcD•Im o >H Q1 -GS 0 -< • m0 mn Hnrr D° — 3 0 oo m0 n °m o H 13 3m 'r)C �3)0� W C z m G") Z 00°C11-4 -- U) CO a 0 1 33 H r -1 H -< z Cnzoz H Z mz D nZcD 3 D. 0 °z n n H G) 0 z m-I nanHZ � � 71 n > DO m H 3moS~° x = zn -� \-HIH° c3°zm H o - = oSZm C H�ZNO 3) D 3] O S G)O 00HM cZ� (P �' G)OD U) 3 D �SAn 7C Dorn r-' DHm O� 11�m� .. 3 rn O CPh U)rn °Zm— °Zm— v 10 S n Z c: r -i n� am xo 3 ° m -in o D3 Zn-1- x C 3 mCnaz -< r m-IS H 33 n mwn RIM r<mN3 < 0 0 o Cn3)3) 0 mrn-n 71 0 0 CJl m m z-1 H U) n 0 . 3)Oc is mmrn 110' -I O:H II O D ZHm) c z OO -1i N'-' ° m0 Omr27a �rnxo °z m ,-Im o-no -1 r Hr o-1 33X R)03000 0 Z20 O +-< > `` -I OcHmz m rM-1H D O \ 3rn , \ • 33Cm0 0 c7DDM0 - 1 H m o0 An71D zrn°rn ;rn z .J I\)()om 4 ornU) ry o rn o a 33 o onH o cil 'U . z Z rn r m ° o z -r °m H -ID Z c -I U) S� <D= 33 O - D° Z- 37 z 0 En 4 ° r D C_ HS G7 mm o ccD SDNU)-I "0 M1301--12 _ _ 01 m •A w Iv „o z a CO G7 37 DD-Ic-nm°D-IU)>- -1��rnrnHZ o CZSZ33mHCII-in0I>monz>r m -1 az •OD• mu) co nsZOrn O < nomo0-icnnH-in-Immo zmo-ID Z o oO xS o S'-afcn O TI rn 0 mz0- 10U)M0D 033 D CZ r� -I 0 -1 o 3 HO c ›.._mz. �OD37-ID373) �or�omrn Hzo�o .•. a H-1 n rn m U)c z °Cn n rn Q wm r �H mm. wr o r on omm a nH°m-10 mrm womm c TI HD-on 7CnH33Si•-43m -I m° c o H-1 rumno ° D or 7 m ° 7133 0 D Or mmrn 1 -I II -10-ICn zr]7c�1 -lzonzoH°� � HoU] a Cpl D rn ° n zrn D33� SD �nS`' +nro37Cn73 c)�-1c)37° Sozzm O 37� 37 D U)mmR mz mco X3] m m mCHN mz> N� H H rn <S 33 m r3) fZZ 0 U)U)3D -IOHm D �3Jn-1 mcn00 Z-1Z m7D x Hrn rn D rn -I-1H H0 D <-IDZ 0m3z.-.c 0-100-1 z3)�nSo cn n D-1DH �3 10Dm mSmH-I G7 00 DWWW Z�1 -I H U)° OM o �3-i r37 -1 �n-ncno �H tarn Oo �° ° rn 00 3) �-n n rcl Samnom SrrSZ UI HU)H U) F,. 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