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HomeMy WebLinkAboutSUB201800128 Approval - Agencies 2018-09-20In 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 (LOVINGTON) Fax (434) 972-4310 Charlottesville, Virginia 22906 September 13, 2018 Jeff Baker County of Albemarle nfr11° Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 122 Parcel 17 located in Albemarle County, Virginia. Dear Mr. Baker: On August 28, 2018, 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 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 OSE #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. Sincerely, Travis T. Davis, OSE Environmental Health Specialist, Sr. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 9724126 August 28, 2018 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB201800128— Jessica Shiflett (Tax Map 122-17) — Rural Division Plat titled: "Tract A Portion of Murcielago, LLC. — Rural Division" Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 122-17]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information for the proposed 74.78 acre Tract A and the 89.44 acre Residue Lot TM122-17, which is attached. Please review the proposal for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. Sincerely, Senior Planner Department of Community Development Voice: (434) 296-5832 ext. 3097 email: ibaker(i ,albemarle.or ({,,gn<d To:TrauisrAucs 'Received SEP 1 2 2018 Charlottesville/Albemarle Health Department Commonwealth of Virginia Application for Subdivision Review (Page i of 2 to be filled out by the Owner or Agent) VDH Use Only Health Department ID# Due Date Owner Jessica Shifflett and Sarah Ovenshire Phone Mailing Address P.O. Box 51 Phone Scottsville, VA 22974 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 Route 20 South past Keene, left on Glendower Road to property on left at intersection with Blenheim Road Name of Proposed Subdivision Tax Map 122-17 Other Property Identification Broomfield Farm Dimension/Acreage of Property 164. Ac. Number of lots proposed 2 Proposed water source (note: new or existing, public or individual) new, individual General size of lots 74.78 Ac. & 89.44 (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. I give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the purpose 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. �e ApEaL 611 — Signa u e-oof Owner/Agent Date Commonwealth of Virginia HealthDe�eennt�e°nly Application for Subdivision Review Due Date (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initiating request 'C7 O M VXu y f[ �, 0e V e f o0M PYt'f — 121 `t 14n'vt q Contact Individual PA ke r Phone ray - 2?6- 58 3L 4 3 OQ l 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. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances Other (describe below) -e ' I f OSE Form F Revised 7/02109 5-Lg -1 g Date Soils Study for Drain Field Sites Tract A and Residue A Division of Tax Map 122-17 Albemarle County SUB 201800128 Prepared for: Murcielago LLC 27 Congress Street Suite 510 Salem, MA 01970 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 August 26, 2018 ,w! OSE/PE Report for: Construction Permit D Certification Letter O Subdivision Approval Property Location: 911 Address: Lot A Section Subdivision GPIN or Tax Map # 122-17 Health Dept ID Latitude Longitude Page 1 _ of 5 Applicant or Client Mailing Address: Murcielago LLCM i P1,D nD fl �WO Name: Street: 27 Congress Street Suite 510 City: Salem State MA Zip Code 01970 Prepared by: OSE Name Steve Gooch License # 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License # Address City State Zip Code Date of Report 8/26/18 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 Paae Soil Profile Sheet Soil Information Summary Sheet Abbreviated Design Form Survey Plat 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):nstruction permit[] certification letter subdivision approval❑✓ be (select one) issuedQ denied f . OSE/PE Signature.. L4j&:g=&Date.. 2d,7,60 Y" Soil Profile Tract A A Division of Tax Map 122-17 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-8 Ap Brown (7.5YR 5/4) clay loam, friable 3 8-22 EB Strong brown (7.5YR 4/6) clay loam, friable 3 2240 Bt Red (2.5YR 4/6) silty clay, yellow (IOYR 7/8) mottles, firm 4 40-84 C Reddish brown (2.5YR 4/4) silty clay loam, friable 3 2 0-9 Ap Brown (7.SYR 5/4) clay loam, friable 3 9-38 Bt Red (2.5YR 4/6) silty clay, firm 4 33-84 C Reddish brown (2.5YR 4/4) silty clay loam, friable 3 3 0-6 Ap Brown (7.5YR 5/4) clay loam, friable 3 6-17 EB Reddish yellow (7.5YR 6/8) clay loam, friable 3 17-37 Bt Red (2.5YR 4/6) silty clay, firm 4 37-84 C Reddish brown (2.5YR 4/4) silty clay loam, friable 3 4 0-7 Ap Brown (7.5YR 5/4) clay loam, friable 3 7-34 Bt Red (2.SYR 4/6) silty clay, firm 4 34-84 C Reddish brown (2.5YR 4/4) silty clay loam, yellow 3 (IOYR 7/8) clay loam, friable 5 0-8 Ap Brown (7.5YR 5/4) clay loam, friable 3 8-54 Bt Red (2.5YR 4/6) silty clay, firm 4 54-84 C Reddish brown (2.5YR 4/4) silty clay loam, yellow 3 (IOYR 7/8) clay loam, friable 6 0-8 Ap Brown (7.5YR 5/4) clay loam, friable 3 8-48 Bt Red (2.5YR 4/6) silty clay, firm 4 48-84 C Reddish brown (2.5YR 4/4) silty clay loam, yellow 3 (IOYR 7/8) clay loam, friable Page ? of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/26118 Submitted to Albemarle County Health Department Applicant Murcielago LLC Telephone Number (703) 625-1553 Address 27 Congress Street Suite 510 Salem, MA 01970 Owner Jessica Shifflett and Sarah Ovenshire Address P.O. Box 51 Scottsville, VA 24590 Location Intersection of Blenheim Road and Glendower Road Tax Map 122-17 Block/Section Subdivision Lot A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? 5Z Yes j" No Describe shoulder 2. Slope 4 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) r No f— Yes inches Free water present I? No f Yes range in inches _ . Soil percolation rate estimated 15Z Yes Texture group 1,- II II IV I— No Estimated rate 75 min/inch 7. Permeability test performed f— Yes No If yes, note type of test performed and attach IZ Site Approved: Drainfield to be placed at f" Site Disapproved: 66" depth at site designated on permit. Reasons for rejection: 1 - (— Position in landscape subject to flooding or periodic saturation. 2. f Insufficient depth of suitable soil over hard rock. 3. I— Insufficient depth of suitable soil to seansonal water table. 4. I Rates of absorption too slow. 6. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6• f— Proposed system too close to well. /'*\ r Other Specify (attach additional pages if necessary) W I"� 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 U'Primary and reserve area, 0 only the primary area, ❑ only the reserve area (check one) for Tract A - A Division of TM 122-17 Design Basis Total length of available area: 100' Total width of available area: 155' Estimated Perc. Rate: _75 at 66" in. (depth) Number of bedrooms (or GPD): 4 1 2 Conveyance Method: Gravity Distribution method (specify): Gravity 3. Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Prim (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 596 Area Calculations Number of trenches 16 Width of trenches: 3' Reserve required? Yes Total trench bottom area required: 4768 Length of trenches: 100' Center to center spacing: 9' Percent reserve area required: 100 Total width of absorption area required 138' Total trench bottom area provided: 4800 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 Forth E Revised July 18, 2007 TM 122-17C Scale 1"= 100' s- Soil Profile Hole House, Well and Drain Field Sites Tract A A Division of TM 122-17 Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 PLAT OF PROPOSED SEPTIC DRAINFIELD ON Pole - TRACT A - A PORTION OF TM 122 - 17^a�5� Scottsville Magisterial District ALBEMARLE COUNTY , VIRGINIA W, MORRIS FOSTER Land Surveyor NELLYSFORD , VA- ..................... ` TRACT A PORTION of TM 122- 17 JESSICA DOLLARD SHIFFLETT and SARAH DOLLARD OVENSHIRE ,wed Nouse Re PMpwWNt R2•S ONe11 1711 �ry r\0� >6 N I te�401 1� PROPOSED SEPTIC DRAINFIELD 20, 573 S.F. �p m' s? i S� / ra W hti i 0Pp / t✓ Glu U ��J t y�FiQ / ah .N �� ��� � � ■eeNeeeaeej $T C 0) C�� , i ■■■ �gALTH R'r■ RT, 7/ s ■ Oa C V A�9■■ N X2.06 W 5 o to eo loo` too Iron 4' W. of _ large Red Oak SCALE IN FEET J V W. MORRIS FOSTER No. 998 ■i -O S 1 \ i 0Pp / t✓ Glu U ��J t y�FiQ / ah .N �� ��� � � ■eeNeeeaeej $T C 0) C�� , i ■■■ �gALTH R'r■ RT, 7/ s ■ Oa C V A�9■■ N X2.06 W 5 o to eo loo` too Iron 4' W. of _ large Red Oak SCALE IN FEET J V W. MORRIS FOSTER No. 998 ■i -O S Page 1 OSE/PE Report for: 00*N Construction Permit 0 CertificationLettern Subdivision Approval fV7 n Property Location: 911 Address: Lot Residue Section GPIN or Tax Map # 122-17 Latitude Subdivision Health Dept ID Longitude _ of 5 Applicant or Client Malting Address- Name: Murcielago LLC Name: ���(� �, r ° o In(lUlWlr� Street: 27 Congress Street Suite 510 City: Salem State MA Zip Code 01970 Prepared by: OSE Name Steve Gooch License # 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License # Address City State Zip Code Date of Report 6/26/18 Date of Revision #I 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 Soil Profile Sheet Soil Information Summary Sheet Abbreviated Design Form Survey Plat 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 VACS -610), the Private Well Regulations (12 VACS -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. F]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):nstruction permit certification letter subdivision approval❑✓ be (select one) issued© denied d. OSE/PE Signature 5�.e (�/J7JT� Date pq yc Z a�7 Soil Profile Residue e",\ A Division of Tax Map 122-17 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-6 Ap Reddish brown (2.5YR 5/4) loam, friable 2 6-40 Bt Dark red (2.5YR 3/6) silty clay, firm 4 40-84 C Dark reddish brown (2.5YR 3/4) silty clay loam, friable 3 2 0-8 Ap Reddish brown (2.5YR 5/4) loam, friable 2 8-48 Bt Dark red (2.5YR 3/6) silty clay, firm 4 48-84 C Dark reddish brown (2.5YR 3/4) silty clay loam, friable 3 3 0-8 Ap Reddish brown (2.5YR 5/4) loam, friable 2 840 Bt Dark red (2.5YR 3/6) silty clay, firm 4 40-84 C Light reddish brown (2.5YR 6/4) clay loam, friable 3 4 0-6 Ap Reddish brown (2.5YR 5/4) loam, friable 2 6-40 Bt Dark red (2.5YR 3/6) silty clay, yellow (10YR 7/8) mottles, 4 firm 40-84 C Reddish brown (2.5YR 5/4) silty clay loam, firm 3 5 0-6 Ap Reddish brown (2.5YR 5/4) loam, friable 2 6-40 Bt Dark red (2.5YR 3/6) silty clay, firm 4 40-84 C Dark reddish brown (2.5YR 3/4) silty clay loam, friable 3 6 0-12 Ap Reddish brown (2.5YR 5/4) loam, friable 2 12-54 Bt Dark red (2.5YR 3/6) silty clay, firm 4 54-84 C Dark reddish brown (2.5YR 3/4) silty clay loam, friable 3 Page -_ of -:5-- Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/26/18 Submitted to Albemarle County Health Department Applicant Murcielago LLC Telephone Number (703) 625-1553 Address 27 Congress Street Suite 510 Salem, MA 01970 Owner Jessica Shifftett and Sarah Ovenshire Address P.O. Box 51 Scottsville, VA 24590 Location Intersection of Blenheim Road and Glendower Road Tax Map 122-17 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? 0? Yes (— No Describe shoulder 2. Slope 4 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) No I— Yes inches Free water present IR No r Yes range in inches 6. Soil percolation rate estimated 15? Yes Texture group 1 11 II IV I— No Estimated rate 75 min/inch 7. Permeability test performed r Yes 5Z No If yes, note type of test performed and attach Site Approved: Drainfield to be placed at 66'. depth at site designated on permit. I— Site Disapproved: Reasons for rejection: 1. I— Position in landscape subject to flooding or periodic saturation. 2. f Insufficient depth of suitable soil over hard rock. 3. I— Insufficient depth of suitable soil to seansonal water table. 4. I— Rates of absorption too slow. 5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. f'&-� I— Proposed system too close to well. I— Other Specify (attach additional pages If neoessary) pc(x. y 4F- 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 E ''primary and reserve area, ❑ only the primary area, ❑ only the reserve area (check one) for Residue - A Division of TM 122-17 Design Basis Total length of available area: 100' Total width of available area: 165' Estimated Perc. Rate: 75 at 66" in. (depth) Number of bedrooms (or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Prim (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 596 _ Area Calculations Number of trenches 16 Width of trenches: 3' Reserve required? Yes Total trench bottom area required: 4768 Length of trenches: 100' Center to center spacing: 9' Percent reserve area required: 100 Total width of absorption area required 138' Total trench bottom area provided: 4800 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 PLAT OF PROPOSED SEPTIC DRAINFIELD RESIDUE AREA - TM 122 - 17 Scottsville Magisterial District ALBEMARLE COUNTY, VIRGINIA DATE: 08-23-2018 W. MORRIS FOSTIER LAND SURVEYOR NELLYSFORD , VA.' I RESIDUE AREA TM 122.117 JESSICA DOLLARD 8WFVT'T and SARAM DOLLARD OVENSHRE P4iG 'CDrZ5r Iron i I 1 S \ •N 6 Amwmed Elsv. 100.0' 3�• A� �y N.4 PROPOSED SEPTIC DRAINFIELD 18,537 S.F. o� GE°i2�r1 � zq W. MORRIS FOSTER No. 998 P O 25 50 100 200 SCALE IN FEET Scale 1'= 4 r; OD F /O 134.7' 6� Q$p- Iron rITAIRUCKpi .A ry end Rare") �-1 Residue A Division of TM 122-17 703 Oliver Creek Road Troy, Virginia 22974 TRACT A 1; Ig L'' a M 0 Z N 89.28'10"E Iron 500 I Iron TM 122-178 ' I N4A rAA4 LOCATION MAP F OVERSHOE De 307-422 N IB'301TW� TM 122-13 CHRISTMAS ML FARM LLC and t HELEN 4.. r YEE OR 4299- OT)77 .T� / SEE SHEET I.FOR NOTES and APPROVALS EXTERIOR BOUNDARIES NOTE VEARN09 AND DISTANCES ME ACCORONG TO RATS RECORDED W 09 994 P. 70 -712 09 1966 P.169 DD 2902 P. 23619EARINO ROTATK)NS CORNER MARREAS OF TRACT A ROUND OR SET A9 ROM M SHEETS S AND 4. _ TM 113 - IIA J D LAW HOLDNOS LLL D9 2801 - 461 9 98•D'14'E 13]0.33' SHEET 2 of •4 SHEETS - PLAT SHOWING TRACT A - A PORTION OF TAX MAP 122 - 17 SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY , VIRGINIA DATE: 07-06-2016 REV6ED: W. MORRIS FOSTER LAND SURVEYOR NELLYSFORO. VA. IV—] 010110� SEE SHEETS 3 AND 4 FOR TRACT A DETAILS TM 122 - IS NOELLE A. RLW as 1998 P. 200 N Da 1898 P. 169 PLAT hT Residue of STREAM 90FFER TM 122 - 17 w N p � PO1q B9. 44 ACS. s• •'���� SE PLAT 08994 P. 'x, 7- B x B7.O438w 12761e• 0L0 SOUNDMY LW :%' 1001 A I 9 ap TM 122- I6 LONE -G W. and WAS OF W. 0. MAHONE �}( 9TRE 08 568 - 2)B �9UFF 0- F• r s BB'tdaw 7469F 9 581'ID-W ; � � ]27.)0' N 02•SO'O2w I 9894'- / N 03.08'00w ITWS 1i H OB•2rw"W De 984- M FLAT . p8.40' 1. Not to scale TN 17,2- 178 Fl I: House, Well and Drain Field Sites Tract A and Residue A Division of TM 122-17 Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 i rogo ¢p _�00 600 SCALE N FEET RICHARD or SAflM OVERSHOE De 307-422 N IB'301TW� 74.64' ,"a 4 H?e �1V AA8 C I 38319' N 0 a \. aria louse Sao .122 - 17 , 1CRES j'�q �os.fte4ry dL OOsed Drarnfleld Y many and Reserve) �f. MNPCELAGO LLC 'TRACT A TM 122-59 D. 9 24•P900E �. 74.78 ACS, ;N'P .2is, Psf.d N ^°A ti� NGR 1 "Mrd N•oy�^' w zji-- .�oae , Ma �.• fr bn rouo M d P y 84. E N l] 6g A 4114]fr�,,,,y. 0. 8 i Pam ! R4al--4. Ory.6p. T / rN 11.;Bf6y,` to S. 6246 ACRES [ `N >� iM 122 - nc �e0 F. D62B62-236 PNn.' • '4N23'D2E, 100r "CIELAGO LLC FaMN S ,A, + ��� '��� 619a.'J916!•! I F 'b 4P D29. 1 W Ir•4 e ell ti•F IT ZSO If 92YdHi--'^61VT 4e 2C 08'89'YB"E , -80.72' and'Reserve)T