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HomeMy WebLinkAboutWQ0033455_Soils Report V2_20081021,J r Lj THE CLIFFS AT HIGH CAROLINA SUBSURFACE WASTEWATER IRRIGATION SYSTEM SOIL SCIENCE REPORT VOL LIME 2 S Z71L PROFILE DESCRIPTIONS IPTIONSi RECEIVED/ REENR/DWO �l AQUIFER PROTliCTION SECTION i OCT 2 3 2008 PREPARED FOR: :THE CLIFFS COMMUNITIES MR. DON NICKELL 301 BEAVER DAM ROAD TRAVELERS REST, SOUTH CAROLINA 29690 ORIGINAL: OCTOBER 21, 2008 BROOKS ENGINEERING ASSOCIATES PROJECT No. 3071308 mm 17 Arlington Street Asheville, NC 28801 828.232.4700 o'er I LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: A-1 SECTION A COUNTY: Buncombe, NC I DATE: May 14, 2008 PERCENT SLOPE (Rule .1940): 24 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 43 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >60 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1 Provisionally suitable for subsurface drip irrigation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 0.6 18 inches total depth needed di 4 FIELD ESTIMATES 00 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LAR AEROBIC DRIP 1969) CONV. 1955) A 0-2 10 YR 4/4 — Loam Granular Very Friable — 0.4 0.8 Bt 2-24 10 YR 5/6 — Loam 2msbk Friable 25 0.3 0.6 213C 24-43 7.5 YR 5/6 MCS Loam 2csbk Friable 20 0.25 0.5 2C 43-60 MCS — Sandy loam Massive Friable — 0.25 0.5 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stoppedby rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f: 828,232.1331 WWW.BROOKSEA.COM wi ;Rii LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME 307808 – The Cliffs at Hi h Carolina LSWS 7SOIL SERIES: Pi eonroost SECTION A COUNTY: Buncombe, NC DATE: Ma 14, 2008 PIT: B-1 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Sli htl expansive LANDSCAPE POSITION (Rule .1940): Sideslo e TOPOGRAPHY (Rule .1940): Uniform PARENT MATERIAL: Colluvium over Residuum SOIL DEPTH (Rule .1943): 29 inches to weathered bedrock RESTRICTIVE HORIZON (Rule .1944): 29 inches to WB SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955):3 SAPROLITE GROUP (Rule .1956): N/A TYPE OF WATER TABLE (Rule .1942): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable 1) Provisionally suitable for subsurface drip irri ation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.8 18 inches total depth needed FIELD ESTIMATES LTAR HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSISTI -ENCE (Rule .1941) CLAY (%) AEROBIC DRIP (Rule 1969) CONV. (Rule .1955) A 0-1 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 1-29 10 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt 2Cr 29-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 29 inches. [Rule .1956(6)(iii)] Kin 0—A. -A In/'M07 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC - Multicolored co Iluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist P" 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW,BROOKSEA,COM r SER LANE PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Buladean-Variant PIT: C-1 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 29 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 57 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >57 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable ( 1 Provisional) suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-48 inches described from it; 48-57 inches described from auger boring. 18 inches total depth needed i FIELD ESTIMATES 10 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate IVU RCv15Hu Iulzuu/ RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) (Rule .1955) A 0-1 10 YR 4/4 - Sandy loam Granular Very Friable - 0.4 0.8 Bt1 1-13 7.5 YR 4/6 - Sandy clay loam 2msbk Friable 20 0.3 0.6 Bt2 13-24 7.5 YR 4/6 - Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 24-29 7.5 YR 4/6 MCS Sandy clay loam 1 csbk Friable 20 0.25 0.5 2C 29-57 MCS - Sandy loam Massive Firm - 0.2 0.4 2Cr 57 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate IVU RCv15Hu Iulzuu/ RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM SER mcg j LAND PLANNING CIVIL ENGINEERING SURVEYING UM ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean-Variant PIT: C-2 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 22 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 55 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >55 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable face drip irrigation (1 Provisional) suitable for subsurp 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 2C2 horizon LTAR lowered due to firm saprolite. 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) L. I HK CLAY AEROBIC DRIP NO (Rule .1969) CONY. (Rule .1955) A 0-2 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-19 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 19-22 10 YR 4/6 MCS Sandy clay loam 1 csbk Friable 20 0.25 0.5 2C1 22-40 MCS — Sandy loam Massive Friable — 0.25 0.5 2C2 40-55 MCS — Sandy loam Massive Firm — 0.2 0.4 2Cr 55 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM W4 1 ,_a B LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWSSOIL SERIES: Pi eonroost PIT: D-1 SECTION A COUNTY: Buncombe, NC DATE: Ma 14, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 20 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to >50% RF PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >35 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation g system 2 Bt horizon contains –35 percent rock fragments; 2C horizon contains –50-55 percent rock fragments. 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist µu 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM MOIST COLOR LAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) 19618) Rule A 0-1 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 1-20 7.5 YR 4/6 — Sandy clay loam 1msbk Friable 20 0.3 0.6 2C 20-35 MCS >50% rockfragments Sandy loam Massive Firm — — — 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 2Cr 35 RLWB percent of the pit starting at 35 inches. [Rule .1956(6)(iii)] yin n -..:..d An/7nn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist µu 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM LANK PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES T-_ ^uxx_ _a L-i:,.N rl 1;—, I QXArc IGnll SFRIFS• Fdnevtown I�KVJtu I Div. /111jv IvrrnnE-- PIT: D-2 ou i uw — a I 1� W... I� u. �, ., ----. SECTION A .•• •— -- - - — COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 24 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable (1) Provisional) suitable for subsurface drip irri ation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 2 20 percent of it has weathered bedrock at 25 inches. from auger boring. 18 inches total depth needed FIELL) LS I IIVIA I tJ MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM MOIST COLOR "^" HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (O/0) 969) 19515) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-19 10 YR 5/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam 2BC 19-24 10 YR 4/6 MCS Sandy clay loam 1csbk Friable 20 0.25 0.5 2C1 24-46 MCS — Sandy loam Massive Friable — 0.25 0.5 2C2 46-72 MCS — Sandy loam Massive Firm — 0.2 0.4 wln 0— ;—A 4 N')nn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM .4h� LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Buladean-Variant PIT: D-3 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 24 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 44 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 44 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >44 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 25 0.3 18 inches total depth needed FIELD E51 IMAI t5 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N L' ~R AEROBIC DRIP 1969) CONY. 19515) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 3-21 10 YR 4/6 — Loam 1fsbk Friable 25 0.3 0.6 Bt2 21-33 10 YR 4/6 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 2BC 33-44 10 YR 4/6 — Sandy loam 1 msbk Friable — 0.3 0.6 2Cr 44 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist t RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM AA-- Inifft LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 'S�OILERIES: Pi eonroost PIT: E-1 SECTION A COUNTY: Buncombe, DATE: Ma 13, 2008 PERCENT SLOPE (Rule .1940): 15 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2msbk Friable 18 inches total depth needed e MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in Multicolored MCC - colluvium gallons per square foot per day - MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate FIELD E5I IMAI tJ HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY NO) AEROBICIC DRIP (Rule 1969) CONV. (Rule 1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-15 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 15-20 7.5 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 20-32 RLWB All' o —4 4n/7007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ,ahl� SER LANG PLANNING CIVIL ENGINEERING SO RV EYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: E-2 SECTION A COUNTY: Buncombe, NC DATE: Ma 13, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >38 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 25 0.3 I LA FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LTAR AEROBIC DRIP 1969) CONV. 1955) A 0-2 10 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-15 10 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 15-20 10 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.3 0.6 2Cr 20-38 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] wl E3 --;--A 4n1onn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day pmj MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.9R00KSEA.00M -1 L-� 1 LAND PLANNING CIVIL ENGINEERING SURVEYING EN VIRONMEN 'TAL SERVICES —T— 8 Th CI'ff at Hi h Carolina LSWS SOIL SERIES: Pi eonroost PROJECT NO. AND NAME. 301 %,- I 80 –s PIT: E-3 SECTION A PERCENT SLOPE (Rule .1940): 26 COUNTY: Buncombe, NC DATE: Mav 13, 2008 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 30 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 31 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >38 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisional) suitable for subsurface drip irrigation () 6 inches =trench depth 0 inches =slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system 18 inches total depth needed FIELD ESTIMATES LTAR MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day Mm MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM MOIST COLOR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) N 1969) 195e A 0-2 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-28 10 YR 5/8 — Sandy clay loam 2msbk Friable 20 0.3 0.6 213C 28-30 10 YR 5/8 MCS Sandy loam 1csbk Friable — 0.3 0.6 2C 30-31 MCS — Sandy loam Massive Friable — 0.25 0.5 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 2Cr 31-38 RLWB percent of the pit starting at 31 inches. [Rule .1956(6)(iii)] sir o.,.,t�e.r nnnm MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day Mm MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM MR LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOI=SERIES: Pi eonroost PIT: E-4 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 35 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >35 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system 2 Depth to weathered bedrock ranges from -18-35 inches and reaches 1/3 of pit face area at -20 inches. 18 inches total depth needed FIELD ESTIMATES `ATAR HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N L AEROBIC DRIP (Rule 1969) CONY. (Rule 1955) A 0-2 10 YR 3/4 — Sandy loam Granular VeryFriable — 0.4 0.8 Bt 2-20 10 YR 5/6 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 Cr 20-35 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] nirr D—A.-A l ni0�nm MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day RF = Rock fragments MCS Multicolored sap DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENOINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at Hi h Carolina LSWS SOIL SERIES: Pi eonroost PIT: E-5 SECTION A COUNTY: Buncombe, NC DATE: Ma 13, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 30 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): ProvisionalIv suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches =trench depth o inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from -21-46 inches and reaches 1/3 of pit face area at -30 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LAR AEROBIC DRIP 1969) CONY. 1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-19 10 YR 5/6 — Loam 1fsbk Friable 25 0.3 0.6 BC 19-30 7.5 YR 4/8 MCS Sandy loam 1 msbk Friable — 0.3 0.6 Cr 30-45 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 30 inches. [Rule .1956(6)(iii)] Ktn M...d.. A 4I11O/N17 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer- Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES nn>nnn TV.. rll;U- -4. LJinh r'�rnlinn I cXA►c Isrnl_ SERIES: Piaeonroost PIT: E-6 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 38 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): ProvisionalIV suitable 1 Provisional) suitable for subsurface drip irrigation () 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system — Sandy clay loam 18 inches total depth needed FIELD ESTIMATES LTAR HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) AEROBIC DRIP 1969) CONV. 1955) A 0-2 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-31 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2C 31-38 MCS — Sandy loam Massive Firm — t_1.25 0.5 2Cr 38-40 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 38 inches. [Rule .1956(6)(iii)] yin E3 iA 1!1/9nn7 i k4 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist ,, 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SU RV ETI NG ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: F-1 SECTION A COUNTY: Buncombe, NC I DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 21 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 25 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >25 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable bfdrip irrigation ( 1 Provisional) suitable for susurace 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 25 18 inches total depth needed i-' FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LAR AEROBIC DRIP 1969) CONV. 1955) A 0-1 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 1-13 10 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 13-21 10 YR 5/6 MCS Sandy loam 2msbk Friable 20 0.3 0.6 C 21-25 MCS — Sandy loam Massive — — — — Cr 25 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW,BROOKSEA.COM SER LANG PLANNING CIVIL ENGINEERING SU R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: F-2 SECTION A COUNTY: Buncombe, NC DATE: M May 14, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 29 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >73 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >73 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule :1948): Provisional) suitable ( 1 Provisional) suitable for subsurface drip irri ation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-56 inches described from it; 56-73 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES AR HORIZON (Rule .1939) NC DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LT AEROBIC DRIP Rule 1969) CONY. (Rule 1955) A 0-1 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 1-23 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 23-29 7.5 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.3 0.6 2C1 29-38 MCS — Sandy loam Massive Friable — 0.25 0.5 2C2 38-73 MCS — Sandy loam Massive Firm — 0.2 0.4 R d 10/?nn7 I evlse MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 1 1 ' ' 8, ' LAND PLANNING CIVIL ENGINEERING SUItVEYIN6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: F-3 SECTION A COUNTY: Buncombe, NC DATE: Ma 13, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 29 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 29 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated sap lite depth Calculated for: Subsurface drip irrigation system system. Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LAR AEROBIC DRIP (Rule CONV. le Ru55) A 0-2 7.5 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-17 7.5 YR 5/6 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 BC 17-29 7.5 YR 5/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 Cr 29-32 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ;R 0i LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: F-4 SECTION A COUNTY: Buncombe, NC DATE: Ma 13, 2008 PERCENT SLOPE (Rule .1940): 29 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 24 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule..1942): >39 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irri ation 6 inches= trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. Friable 18 inches total depth needed FIELD ESTIMATES R HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LTA AEROBIC DRIP 1969) CONV. 1955) A 0-2 7.5 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-17 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 17-24 7.5 YR 4/6 MCS Sandy loam 2msbk Friable — 0.3 0.6 Cr 24-39 RLWB nin o....o��.r 1N9/1l17 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day - RF = Rock fragments -Multicolored sa rolite 9 MCS p DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE,NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 11 K S E N G I N E E R 1,N G A S S 1 r-� LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: F-5 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 22 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 28 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2msbk 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) R DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LAR AEROBIC DRIP �ggg) CONY. 195e A 0-2 10 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-18 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 18-22 10 YR 4/6 MCS Sandy loam 2msbk Friable — 0.3 0.6 C 22-28 MCS — Sandy loam Massive Firm — 0.25 0.5 Cr 28-32 RLWB d 10/2007 NC evise MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF =Stopped by rock fragments 5 DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA,COM I t'II LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWSSOIL SERIES: Pi eonroost PIT: F-6 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 34 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 31 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >37 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LAR AEROBIC DRIP 1969) CONV. .1955) A 0-2 10 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-18 10 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 18-24 10 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.3 0.6 2C 24-31 MCS — Sandy loam Massive Firm — 0.25 0.5 2Cr 31-37 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 31 inches. [Rule .1956(6)(iii)] wIn D....:....A 4 f%10r%n7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day Multicolored rolite R F = Rock fragments icolored sa g fl MCS - p DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist t 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM .II 1 U LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES 07 e 808 Th Cliffs at Hi h Carolina LSWS 7SOIL SERIES: Edne town PROJECT NO. AND NAME. PIT: F-7 3 – ��i7 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 37 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 43 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 58 in. to US saprolite PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1 Provisional) suitable for subsurface drip irri ation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation 9 system system. 2 C horizon is unsuitable due to sand clayloam saprolite texture and also has mottlingdue to wetness. I64 4 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LTAR AEROBIC DRIP 1969) CONY. 1955) A 0-5 10 YR 3/4 — Loam Granular Friable — 0.35 0.7 Bt 5-30 10 YR 4/6 — Loam 1fsbk Friable 25 0.3 0.6 BC 30-43 10 YR 5/6 — Sandy loam 1 msbk Friable — 0.3 0.6 CB 43-58 10 YR 5/6 MCS Loamy sand Massive Very Friable — 0.25 0.5 C :5�8-7:212.5 Y 6/4 7.5 YR 5/8 Sandy clay loam Massive Friable — — — yin o -.-;—A annnn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day Mu saprolite MCS - Multicolored ro lite RF = Rock fragments p 64 DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM BROOKS [I i LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES !' 08 Th CI'ffs at Hi h Carolina LSWS SOIL SERIES: Pi eonroos PROJECT NO. AND NAME. PIT: G-1 3078 – e I SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 31 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 25 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >38 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): ProvisionalIV suitable 1 Provisionally suitable for subsurface drip irri ation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. Sandy clay loam 18 inches total depth needed FIELD ESTIMATES ��i� LTAR HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) AEROBIC DRIP 1969) CONV. 1955) A 0-2 7.5 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-13 7.5 YR 5/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 BC 13-25 10 YR 5/6 MCS Sandy loam 1 msbk Friable — 0.3 0.6 C 25-32 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 32-38 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 32 inches. [Rule .1956(6)(iii)] All' De A—A 4 nYJnn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day r MCS = Multicolored saprolite RF = Rock fragments �114 DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM =u_�a BEER LAND PLANNING CIVIL ENOINEERING SU RVEYINO ENVIRONMENTAL SERVICES r+.,...1;-, 1 c1A►e Icnll SERIFS- Ruladean-Variant PIT: G-2 SECTION A - COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 22 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 56 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >56 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable (1) Provisionally suitable for subsurface drip irri ation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for Subsurface drip irrigation system system. 2 C horizon has random zones of very firm saprolite. FIELD ESTIMATES LAR HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) T AEROBIC DRIP 1969) CONY. 1955) A 0-3 10 YR 4/4 — Loam Granular Friable — 0.35 0.7 Bw 3-22 10 YR 5/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 C 22-56 MCS - Loamy sand Massive Firm — 0.15 0.3 Cr 56 RLWB Kin MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828,232.1331 WWW.BROOKSEA.COM B1' I 1 1 1 1 II LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES i PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: G-3 SECTION A COUNTY: Buncombe, NC DATE: Ma 13, 2008 PERCENT SLOPE (Rule .1940): 35 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 30 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 66 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >66 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): NIA CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system. 2 0-46 inches described from it; 46-66 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) C R DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LTAR AEROBIC DRIP 1969) CONV. .1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-22 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 22-30 10 YR 4/6 -20% rock fragments Sandy clay loam 2msbk Friable 20 0.25 0.5 C 30-66 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 66 RLWB d 10/2007 N eMe MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.8ROOKSEA,COM tII r- LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO, AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Pi eonroost PIT: G-4 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 34 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 37 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 37 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >39 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) NC DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCS (Rule .1941) CLAY (%) LTAR AEROBIC DRIP (Rule 1969) CONV. (Rule 1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-24 10 YR 5/6 — Sandy clay loam 2msbk Friable 25T 0.3 0.6 2BC 24-37 10 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 37-39 RLWB r3_ ' d 10/°nn7 vise MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments 4 DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM ;tt t iJ 'I LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: G-5 SECTION A COUNTY: Buncombe, NC DATE: Ma 13, 2008 PERCENT SLOPE (Rule .1940): 34 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 29 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 33 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 SAPROLITE GROUP (Rule .1956): N/A TYPE OF WATER TABLE (Rule .1942): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable 1 Provisional) suitable for subsurface drip irrigation () 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation System system. 0.4 18 inches total depth needed FIELD ESTIMATES LTAR HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (O/0) AEROBIC DRIP 1969) CONY. 1955) A 0-2 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-18 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 18-29 10 YR 4/6 –10% rock fragments Sandy clay loam 2msbk Friable 20 0.3 0.6 2C 29-33 MCS — Sandy loam Massive Firm — 0.25 0.5 2Cr 33-45 RLWB Kin 0­A—A 4 n/')nm -' Wi MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM l .11 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Udorthent PIT: G-6 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 58 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 0 inches Fill TOPOGRAPHY (Rule .1940): Nonuniform RESTRICTIVE HORIZON (Rule .1944): 0 inches (Fill) PARENT MATERIAL: Variable SEASONAL HIGH WATER TABLE (Rule .1942): N/A SOIL GROUP (Rule .1955): N/A TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A a (1) Pit is on road edge. 4-01 FIELD ESTIMATES 10 AR HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LT AEROBIC DRIP 1969) CONY. 1955) Fill 46-0 Fill material gallons RF = Rock fragments — — — — — — DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist f° 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM L A 10/200' NC Revise 1 44 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in per square foot per day RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock MCC = Multicolored colluvium MCS = Multicolored saprolite gallons RF = Rock fragments SBRF = Stopped by rock fragments kA DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist f° 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM L .11 LANG PLANNING CIVIL ENGINEERING SURVEYING ENYIRONMEN TAL SENYICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean PIT: H-1 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 31 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 34 inches to >50% RF PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >55 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .194B): ProvisionalIV suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. DRIP 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments (• 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N .1969) 19515) A 0-5 10 YR 3/4 — Loam Granular Friable — 0.35 0.7 Bw 5-28 7.5 YR 5/6 — Loam 1 fsbk Friable 20 0.3 0.6 CB1 28-34 10 YR 4/6 MCS Gravelly Sandy loam Massive Friable — 0.25 0.5 >50% rock — — — CB2 34-55 fragments — — — — Cr 55 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments (• 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .II SER �-� LAND PLANNING CIVIL ENGINEERING SU R V E Y I N 0 ,J - ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Saluda PIT: H-2 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 24 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >18 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (O/0) LAR AEROBIC DRIP 1969) CONY. 1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-10 10 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 10-18 10 YR 5/6 MCS –25% rock fragments Sandy clay loam 1 msbk Friable — 0.25 0.5 Cr 18 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments t3 DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist r 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: H-3 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 23 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 61 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >61 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisional) suitable for subsurface drip irrigation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system s stem. 2 0-50 inches described from it; 50-61 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) L I HK AEROBIC DRIP 1969) CONV. 19515) A 0-2 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 2-23 7.5 YR 5/6 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 C1 23-31 MCS — Loamy sand Massive Friable — 0.25 0.5 C2 31-61 MCS — Loamy sand Massive Firm — 0.15 0.3 Cr 61 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments wi DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM m B 11 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: H-4 SECTION A COUNTY: Buncombe, NC ]DATE: Mav 13, 2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 13 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >30 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): 2 CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable 1 Provisionally suitable for subsurface drip irrigation () 6 inches = trench depth 0 inches = slope correction soil depth 7 inches = regulated soil depth + 10 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system s stem with soil/saprolite rule .1956(6) applied. 0.3 23 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) LTAR CLAY AEROBIC DRIP (%) 1969) CONY. (Rule955) A 0-1 10 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 1-13 10 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 C 13-24 MCS — Sandy loam Massive Firm — 0.25 0.5 Cr 24-30 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 24 inches. [Rule .1956(6)(iii)] n n...:..r AnMAn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 6" B ,11 1 IBER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES LJ PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Pi eonroost PIT: H-5 SECTION A COUNTY: Buncombe, NC I DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 36 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 23 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 35 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >41 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisional) suitable for subsurface drip irrigation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. 25 18 inches total depth needed i FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LAR AEROBIC DRIP 1969) CONY. (Rule955) A 0-4 10 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-23 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2C 23-35 MCS — Sandy loam Massive Firm — 0.25 0.5 2Cr 35-41 RLWB _r ninnn� r MCA =Multicolored Alluvium ,LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist g 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean-Variant PIT: H-6 SECTION A COUNTY: Buncombe, NC I DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 36 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 33 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 45 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N L I /1R AEROBIC DRIP 1969) CONY. (Rule955) A 0-2 10 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-24 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 24-33 10 YR 4/6 MCS Sandy loam 2msbk Friable — 0.25 0.5 2C 33-45 MCS — Sandy loam Massive Firm — 0.25 0.5 2Cr 45-48 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist r' 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM .11 vs E N G I N E E R I N G A S S 1 LAND PLANNING CIYIL ENGINEERIN6 SU RVEYIN6 EN VI RDNMEN TAL SERVICES _J PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Chestnut PIT: H-7 SECTION A COUNTY: Buncombe, NC I DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 53 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface dri RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2 0-16 inches described from pit; 16-32 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system inches described from auger boring.3 Pit is between 2 roads with –15 feet between lower roadcut & upper roadfill. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) N 1969) CONV. 1955) A 0-4 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bw 4-21 10 YR 4/6 — Sandy loam 1fsbk Friable — 0.35 0.7 BC 21-28 10 YR 5/6 MCS Sandy loam 1msbk Very Friable — 0.3 0.6 C 28-32 MCS — Loamy sand Massive Very Friable — 0.25 0.5 Cr 32 RLWB _� eninnn� MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MC C = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .II 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean-Variant PIT: 1-1 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 27 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform commongullies) RESTRICTIVE HORIZON (Rule .1944): 57 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >57 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation 9 system system. 2 Several small gullies in immediate area of it. (3) –2-7 inches of fill over surface. 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day = RF = Rock fragments Multicolored sa rolite 9 MCS p 4 DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) 19515) A 0-3 10 YR 3/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 3-15 10 YR 5/6 — Sandy clay loam 1 fsbk Friable 25 0.3 0.6 BC 15-27 10 YR 5/6 — Sandy loam 1csbk Very Friable — 0.3 0.6 C1 27-48 MCS — Loamy sand Massive Friable — 0.25 0.5 C1 48-57 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 57 RLWB Aln M....; --A 9111')nn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day = RF = Rock fragments Multicolored sa rolite 9 MCS p 4 DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM jeffbEff LAND PLANNING CIVIL ENGINEERING SU R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Buladean-Variant PIT: 1-2 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Sli htl ex ansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 51 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irri ation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 0.3 18 inches total depth needed 0 3 11,41 101 I FIELD ES I IMA I 1=5 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) AEROBIC DRIP 1969) CONV. 1955) A 0-2 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt 2-27 10 YR 5/6 — Loam 1fsbk Friable 25 0.3 0.6 BC 27-36 10 YR 5/8 — Gravelly sandy loam 1 msbk Friable — 0.3 0.6 36-51 MCS — Gravelly loamy sand Massive Firm — 0.25 0.5 C 51 RLWB Cr MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM .11 1 .� LAND PLANNING CIVIL ENGINEERING SURVEYING EN VIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: K-1 SECTION A COUNTY: Buncombe, NC I DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 38 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 22 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system with soil/saprolite rule .1956(6) applied. — 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LAR AEROBIC DRIP 1969) CONV. 19515) A 0-1 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bw 1-22 10 YR 5/8 — Sandy loam 1fsbk Friable — 0.35 0.7 C 22-32 MCS — Loamy sand Massive Friable — 0.25 0.5 Cr 32 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments ww DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM L � B1' I! 1 1 ' 1 1 1 r` l 1. LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES __ l PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean-Variant PIT: L-1 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 43 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 45 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LAR AEROBIC DRIP .1969)(Rule CONV. le Ru55) A 0-4 7.5 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt 4-28 10 YR 5/8 — Loam 1fsbk Friable 25 0.3 0.6 BC 28-36 10 YR 5/6 MCS Sandy loam 1 msbk Friable — 0.3 0.6 C 36-45 MCS — Loamy sand Massive Very Friable — 0.25 0.5 Cr 45 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day Multicolored sap MCS - rolite RF = Rock fragments - DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM I j r^ 1 SAft ER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean-Variant PIT: M-1 SECTION A COUNTY: Buncombe, NC DATE: May 13, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 22 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to >50% RF PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionall suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day A MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments �' 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM MOIST COLOR LAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) Rule A 0-3 10 YR 4/3 — Loam Granular Friable — 0.35 0.7 Bt 3-16 10 YR 5/6 — Sandy clay loam 1fsbk Friable 25 0.3 0.6 BC 16-22 10 YR 5/6 MCS Gravelly sandy loam 1 msbk Friable — 0.3 0.6 C1 22-38 MCS — Gravelly loamy sand Massive Friable — 0.2 0.4 C2 38-48 >50% rock — — d — — - — fragments Cr 48 RLWB Lln n -..:....A 4n/7nn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day A MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments �' 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM B r-rsl —s soft aff L A N D P L A N N I N G C IV I L E N G IN E E R ING S U R V E T I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: A-1 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 25 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 25 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >39 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: (1) Provisionally suitable for subsurface drip irrigation system. RECLASSIFIED (Rule .1948): Provisionally suitable 6 inches = trench depth Calculated for: 0 inches = slope correction soil depth Subsurface drip 12 inches = regulated soil depth irrigation + 0 inches = regulated saprolite depth 18 inches total depth needed system 2-20 7.5 YR 5/8 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (O/0) LAR AEROBIC DRIP 1969) CONV. 1955 A 0-2 7.5 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-20 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 20 0.3 0.6 213C 20-25 7.5 YR 5/8 MCS Sandy loam 2csbk Friable — 0.25 0.5 2Cr 25-39 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 25 inches. [Rule .1956(6)(iii)] kin o...A—A 4n/9nn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM q LAND PLANNING CIVIL EN6INEERING SORVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: B-1 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 15 CLAY MINERALOGY (Rule .1941): lightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 36 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: (1) Provisionally suitable for subsurface drip irrigation system. RECLASSIFIED (Rule .1948): N/A 6 inches = trench depth Calculated for: 0 inches = slope correction soil depth Subsurface 12 inches = regulated soil depth + 0 inches = regulated saprolite depth drip irrigation 18 inches total depth needed system (Rule .1939) FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (0/D) 1969) 1955) A 0-1 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 1-31 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2BC 31-36 7.5 YR 5/8 MCS Sandy clay loam 2csbk Friable 20 0.25 0.5 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent 2Cr 36-40 RLWB of the pit starting at 36 inches. [Rule. 1956(6)(iii)] o....:....A 4 r%11)n 17 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .a flWi�. OEM LAND PLANNING CIVIL ENGINEERING S U R V E Y I N 6 ENV] RONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: C-1 SECTION D COUNTY: Buncombe, NC I DATE: May 22, 2008 PERCENT SLOPE (Rule .1940): 12 CLAY MINERALOGY (Rule .1941): Slightly expansive, LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >46 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: (1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Friable 20 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) LTAR CLAY AEROBIC DRIP N �ggg) CONV. .1955)le A 0-2 7.5 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-21 10 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 21-46 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 21 inches. [Rule .1956(6)(iii)] _� ennnn� MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist i 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM B , ' LAND PLANNING CIVIL EN6INEERING SUItVETIN6 E N V I R ON MEN T A L S E RV I C E S PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: C-2 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 5 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 20 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 33 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) C LTAR lowered due to firm 6 inches =trench depth 0 inches =slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip s irrigation stem g y ° saprolite. 3 23% of it has weathered bedrock to the top of pit. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LTAR AEROBIC DRIP 1969) CONY. 195e A 0-1 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 1-20 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 C 20-33 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 33-45 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 33 inches. [Rule .1956(6)(iii)] r eninnn� MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate t i RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist t 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 1 LANG PLANNING CIVIL ENGINEERING SURVEYING E N V I R O N ME N TA L S E R V I C E S PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWSSOIL SERIES: Pi eonroost PIT: D-1 SECTION D COUNTY: Buncombe,NC DATE: Mav 22, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: (1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionallv suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 25 0.3 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LAR AEROBIC DRIP 1969) CONY. 1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-21 7.5 YR 5/6 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 2Cr 21-40 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 21 inches. [Rule .1956(6)(iii)] __� eninnn� MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM A �;. LAND PLANNING CIVIL E N G I N E E R I N 6 SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS I SOIL SERIES: Pi eonroost PIT: D-2 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 22 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 30 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 0 inches to >50% RF PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) A and Bt horizons contain –65 to 70 percent rock fragments. 'i R FIELD ESTIMATES -- HORIZON (Rule .1939) DEPTH orches (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT -URE Rule CONSIST- ENCE (Rule .1941) LAR CLAY AEROBIC DRIP N (Rule .1969) CONY. (Rule .1955) A 0-1 7.5 YR 4/4 — Sandy loam Granular Very Friable — — — Bt 1-15 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 20 — — 26C 15-30 7.5 YR 5/6 MCS Sandy loam 1csbk Friable — — — 2C 30-36 MCS — Sandy loam Massive Friable — — — 2Cr 36 RLWB ,qm MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM WkW L A N D P L A N N I N G C IV I L E N G IN E E R ING S U R V E Y I N G E N V I R ON MEN T A L S E R V I C E S PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: E-1 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Sli htl expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 16 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 16 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >39 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST- CLAY ENCE (Rule .1941) N L I AK AEROBIC DRIP 1969) CONV 1 Rule A 0-1 10 YR 4/4 — Sandy loam Granular Very Friable — — — Bt 1-16 10 YR 4/6 — Sandy clay loam 2msbk Friable 20 — — 2Cr 16-39 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 16 inches. [Rule .1956(6)(iii)] 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate iw nVv Qv RLHB = Restrictive layer — Hard bedrock RLWB= Restrictive layer— Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M B f rt'°+7r3 LAN D PLANNING CIVIL ENGINEERING SURVEVI N6 E N V I R ON MEN TA L S E R V I C E S PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: E-2 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >46 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) 213C contains –20-25 percent rock 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system fra ments. 0.3 18 inches total depth needed r"MFIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) L I HK CLAY AEROBIC DRIP N ggg) CONV. 195e A 0-2 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-16 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 16-24 10 YR 4/6 MCS Sandy clay loam 1 csbk Friable 20 0.25 0.5 2Cr 24-46 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist i 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f: 828.232.1331 WWW.BROOKSEA.COM �u :ll L A N D P L A N N I N G C IV I L E N G IN E E R ING S U R V E Y I N G E N V I R O N MEN TA L S E R V I C E S PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: G-1 SECTION D COUNTY: Buncombe, NC DATE: May 22, 2008 PERCENT SLOPE (Rule .1940): 22 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 37 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 37 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >43 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: (1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 2 213C contains –25-30ercent rock p 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system fragments. 0.3 18 inches total depth needed PTIM FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) t- I AK CLAY AEROBIC DRIP N (Rule CONY. Rule A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 2-13 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt2 13-27 10 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 27-37 10 YR 5/6 MCS Sandy clay loam 1 csbk Friable 20 0.25 0.5 2Cr 37-43 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 37inches. [Rule .1956(6)(iii)] 11" MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in jtMCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate IVV 1\GVIJGU IV/GVVI RLHB = Restrictive layer -Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 'J 11 1 LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: H-1 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >57 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: (1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system g y Friable 25 {� FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LTAR AEROBIC DRIP 1969 CONY. 19515) A 0-2 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-21 10 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2Cr 21-57 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 21 inches. [Rule. 1 956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist i1 17 ARLINGTON STREET-ASHEVILLE, NC 28801 P: 828.232,4700 - F: 828.232.1331. WWW.BROOKSEA.COM B1 " 1 ' 1 1 LAND PLANNING CIVIL ENGINEERING S U R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: H-2 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 65 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 65 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >65 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: (1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-52 inches described from it; 52-65 inches described from auger boring. 3) 2Cr may be from colluvial rock. 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate i IYV 1\Gtl WGY IVI�Vv RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM II MOIST COLOR L I AK HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N 1 (Rule l Ru55) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 2-8 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt2 8-35 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt3 35-55 5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 55-65 5 YR 4/6 — Sandy clay loam Blocky Friable 20 0.25 0.5 2Cr 65 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate i IYV 1\Gtl WGY IVI�Vv RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM II ,0A LAND PLANNING CIVIL EN'GINEERIN0 SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808– The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: H-3 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 45 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 54 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955):3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: (1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) 0-60 inches described from pit; 60-72 6 inches =trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system inches described from auger boring.3 Bt and BC horizons contain –20-25 percent rock fragments. 18 inches total depth needed FIELD ESTIMAftS 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) L I AM CLAY AEROBIC DRIP N 1 (Rule CONY. le Ru55) A 0-3 10 YR 2/2 — Loam Granular Very Friable — 0.4 0.8 Bt 3-29 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 29-54 5 YR 4/6 MCS Sandy clay loam 2csbk Friable 20 0.25 0.5 2C 54-72 MCS — Sandy loam Massive Friable — 0.25 0.5 MCA =Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate 6 FEW RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM . ( E E . • i ldl _LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: 1-1 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 24 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 19 inches to weathered bedrock TOPOGRAPHY (Rule. 1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >44 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: (1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) Bt contains -30-35 percent rock 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip stem irrigation system fragments; LTAR lowered. 0.4 18 inches total depth needed 711 4 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) N (Rule .1969) CONV (Rule .1955 A 0-2 10 YR 3/3 — Sandy loam Granular Friable ery — 0.4 0.8 Bt 2-19 10 YR 5/8 — Sandy clay loam 2msbk Friable 20 0.2 0.4 2Cr 19-44 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 19 inches. [Rule .1956(6)(iii)] MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments n DESCRIBED BY: Jacob L. Hale, Soil Science Associate NU Kevlseu 1 V/LUU RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAIA La mi 1 PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: 1-2 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 13 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 13 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >56 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Bt contains -20-25 percent rock fragments. I� FIELD ESTIMATES 10 r t wwi IA, HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT CONSIST- CLAY AEROBIC -URE ENCE DRIP (Rule .1941) (Rule (Rule .1941) N (Rule .1941).1969) CONV. (Rule .1955 A 0-1 10 YR 4/4 — Sandy loam Granular Very Friable — — — Bt 1-13 10 YR 5/8 — Sandy clay loam 2msbk Friable 20 — — 2Cr 13-56 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 13 inches. [Rule .1956(6)(iii)] N 17 ARLINGTON STREET- ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist mmi N 17 ARLINGTON STREET- ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM IL 1 1 , ' t 1 �J[-) L A N D P L A N N I N G C I V I L E N G I N E E R I N G S U R V E Y I N G E N V I R O N M E N T A L S E R V I C E S PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean-Variant PIT: J-1 SECTION D COUNTY: Buncombe, NC I DATE: May 22, 2008 PERCENT SLOPE (Rule .1940): 24 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo e SOIL DEPTH (Rule .1943): 38 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 56 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >56 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 2) 5% of pit has weathered bedrock 6 inches= trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system at 35 inches. 3 2C horizon LTAR lowered due to firm saprolite. 1 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) CONY. (Rule .1955) A 0-2 10 YR 2/2 — Sandy loam Granular FVery riablBt — 0.4 0.8 2-31 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 31-38 7.5 YR 5/8 MCS Sandy clay loam 1csbk Friable 20 0.25 0.5 2C 38-56 MCS — Sandy loam Massive Firm — 0.2 0.4 2Cr 56 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate a NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM Bt' 1 1 rG; L A N D P L A N N I N G C I V I L E N G I N E E R I N G S U R V E Y I N G ENVI RON MENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: J-2 SECTION D COUNTY: Buncombe, NC I DATE: May 22, 2008 PERCENT SLOPE (Rule .1940): 22 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 14 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 14 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): ,N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A f 1144 q FIELD ESTIMATES 00 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) LAR CLAY AEROBIC DRIP N (Rule .1969) CONV. (Rule .1955) A 0-1 7.5 YR 4/4 — Sandy loam Granular Very Friable — — — Bt 1-14 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 1 20 — — 2Cr 14-40 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 14 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in bij MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate IVV I�GVIJriY Ivl�vv RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.133E WWW.BROOKSEA.COM 11 11 1 ' 1 1 LAND PLANNING CIVIL ENGINEERING S U R V E V I N G ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: K-1 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly ex ansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: (1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule.1948): Provisionally suitable irrigation system. (2) 28% of pit has weathered bedrock 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system at 31 inches. 3 2C horizon LTAR lowered due to firm saprolite. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) L I AK AEROBIC DRIP 1969) CONV. 19515) A 0-2 7.5 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-16 10 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 213C 16-18 10 YR 5/6 MCS Sandy loam 2csbk Friable — 0.3 0.6 2C 18-72 MCS — Sandy loam Massive Firm — 0.2 0.4 F� MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments (' DESCRIBED BY: Jacob L. Hale, Soil Science Associate IVV rx0VIDOV IV/GVV/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SUff ID PLANNING CIVIL ENGINEERING S 0 R V E Y I N 6 ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at Hi h Carolina LSWS SOIL SERIES: Saluda PIT: K-2 SECTION D COUNTY: Buncombe, NC DATE: May 22, 2008 MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) PERCENT SLOPE (Rule .1940): 27 CLAY MINERALOGY (Rule .1941): Slightly expansive CLAY (%) 1"1' AEROBIC DRIP 1969) LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1) Provisionally suitable for subsurface drip irrigation system. (2) Bt horizon contains –25-30 percent RECLASSIFIED (Rule .1948): Provisionally suitable 6 inches =trench depth Calculated for 0 inches = slope correction soil depth Subsurface drip 12 inches = regulated soil depth irrigation system 0 inches = regulated saprolite depth 18 inches total depth needed rock fragments. 7+ FIELD ESTIMATES 1 T A 1"1 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) 1"1' AEROBIC DRIP 1969) CONV. 1955 A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 2-18 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Bt 18-45 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 18 inches. [Rule .1956(6)(iii)] 2Cr MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in wig MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate a RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NG 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,C M ; I -� L A N 0 P L A N N I N G C I V I L E N 6 1 N E E R I N 6 S U R V E Y I N G E N V I R O N M E N T A L S E R V I C E S PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS ::'SOIL SERIES: Edne town PIT: L-1 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 13 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: (1) Provisionally suitable for subsurface drip irrigation system with soil/saprolite rule .1956(6) applied.. RECLASSIFIED (Rule .1948): Provisionally suitable 6 inches =trench depth Calculated for 0 inches = slope correction soil depth Subsurface 12 inches = regulated soil depth drip irrigation + 0 inches = reaulated saprolite death 18 inches total depth needed system 2 2C horizon LTAR lowered due to firm Sa rolite. (3) 0-54 inches described from pit, 54-72 inches b au er. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N L 1 `lWx AEROBIC DRIP 1969) CONY. 1955) A 0-2 7.5 YR 4/4 — Sandy loam Granular Very Friable 0.4 0.8 Bt 2-10 7.5 YR 5/8 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 BC 10-13 7.5 YR 5/8 MCS Sandy loam 1 csbk Friable — 0.25 0.5 2C 13-72 MCS — Sandy loam Massive Firm — 0.2 0.4 L. MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist MIN I 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f: 828.232,1331 WWW,BROOKSEA,COM ' 1 1 -_"ti LAND P L A N N I N G C I V I L E N 6 1 N E E R I N G S U R V E Y I N G E N V I R ON MEN TA L S E RV I C E S L A PROJECT NO. AND NAME: 307808 –The Cliffs at Hi h Carolina LSWS SOIL SERIES: Edne town PIT: L-2 SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): ;lightly expansive I J LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 23 inches to saprolite - TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 41 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >41 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable 6 inches .= trench depth Calculated for irrigation system. (2) 26C and 2C horizons contain –25-30 0 inches = slope correction soil depth Subsurface drip 12 inches = regulated soil depth irrigation percent rock fragments. 2 18 percent of pit has + 0 inches = regulated saprolite depth system 18 inches total depth needed weathered bedrock at 25 inches. FIELD ESTIMATES 10 LTAR LI 14 1� HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) AEROBIC DRIP 1969 CONV. 1955) 7.5 YR 3/3 — Sandy loam Granular Very Friable 0.4 0.8 A 0-2 10 YR 4/6 — Sandy clay loam 2msbk ET�F 0.6 Bt 2-20 10 YR 4/6 MCS Sandy clay loam 2csbk Friab05 0.5 2620-23 MCS — Sandy loam Massive Firm — 0.2 0.4 2C,423-41 RLWB 2Cr 41 nlr, Rcvicarl 1 n/9nn7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 177 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4100 F: 828.232.1331 WWW.BROOKSEA.COM iy G CIVIL ENGINEERING 3 V R V E Y I N 6 E N V In ON MEN TA L S E RV I C E S -n„n -rl-_ ell:=- -4. U; -I, tlrnlinn l gXA1q ISnll SFRIES: Buladean-Variant l"MuiMkd 1 IVV. IAIVv IvnrvlL. .w, Vv - SECTION D COUNTY: Buncombe, NC DATE: Ma 22, 2008 PIT: M-1 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 57 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 66 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >66 inches CLAY AEROBIC SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): NIA CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1) Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) 2BC has–20-25% rock fragments. 6 inches = trench depth Calculated for: 0 inches = slope correction soil depth Subsurface 12 inches = regulated soil depth drip irrigation + 0 inches = regulated saprolite depth system 18 inches total depth needed 3 5% of pit has WB @ 36 inches. 4 0-52 inches described from pit; 52-66 inches described from auger. FIELD Eb I IIVIHI tJ t MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist r 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR `I r% HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) 1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 2-11 7.5 YR 4/4 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt2 11-38 10 YR 5/6 — Sandy clay loam 2msbk Friable 30 0.25 0.5 2BC 38-57 10 YR 5/6 MCS Sandy clay loam 2csbk Friable 25 0.25 0.5 2C 57-66 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 66 RLWB AIl1 De-d—A 4n/)nn7 t MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist r 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM BROOKS ENGIN \ LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at a PIT: M-2 SECTION D PERCENT SLOPE (Rule .1940): 23 i - LANDSCAPE POSITION (Rule .1940): Sideslope TOPOGRAPHY (Rule .1940): Uniform t+4 MADCKIT nnoTGRIAI • r.nlluvium over Residuum � SOIL GROUP (Rule.1955): 3 SAPROLITE GROUP (Rule .1956): N/A Carolina LSWS SOIL SERIES: Saluda COUNTY: Buncombe, NC DATE: Ma 22, 2008 CLAY MINERALOGY (Rule .1941): Slightly expansive SOIL DEPTH (Rule .1943): 17 inches to weathered bedrock RESTRICTIVE HORIZON (Rule .1944): 17 inches to WB SEASONAL HIGH WATER TABLE (Rule .1942): >52 inches TYPE OF WATER TABLE (Rule .1942): N/A CLASSIFICATION (Rule .1948): Unsuitable RFCI ASSIFIED (Rule .1948): N/A FIELD ESTIMATES 10 1 T A f"1 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT-1 URE 1941) CONSIST- ENCE (Rule .1941) CLAY (%) "^'% AEROBIC DRIP (Rule9) CONY. 1955) 0-2 10 YR 4/4 — Sandy loam Granular Very _ — _Friable A 10 YR 4/6 — Sandy clay loam 2msbk Friable 20 — — Bt 2-17 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 17 inches. [Rule .1956(6)(iii)] 2Cr 17-52 AI(' D-4. 11 1 n/90117 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENYIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at j; PIT: D-1 SECTION F =a PERCENT SLOPE (Rule .1940): 11 LANDSCAPE POSITION (Rule .1940): Toeslope TOPOGRAPHY (Rule .1940): Uniform a. PARFNT MATERIAL: Colluvium SOIL GROUP (Rule .19E SAPROLITE GROUP NnTFS- 1 N/A (1) Provisionally suitable for subsurface l system. Carolina LSWS SOIL SERIES: Dillard COUNTY: Buncombe, NC DATE: Ma CLAY MINERALOGY (Rule .1941): Sli I SOIL DEPTH (Rule .1943): >54 inches RESTRICTIVE HORIZON (Rule .1944): SEASONAL HIGH WATER TABLE (R 2008 >54 inches ile .1942): 36 inches TYPE OF WATER TABLE (Rule 1942): Apparent CLASSIFICATION (Rule 1948): Provisionally suitable RECLASSIFIED (Rule .1948): N/A 6 inches = trench depth Calculated for: 0 inches = slope correction soil depth Subsurface drip 12 inches = regulated soil depth irrigation + 0 inches = regulated saprolite depth 18 inches total depth needed system FIELD ESTIMATES 1 TAD HORIZON (Rule .1939) DEPTH (Inches) PA ENGINEERING ASSOCIATES, CONSIST -ENCE (Rule .1941) BHOONS AEROBIC DRIP (Rule) CONV. 1955) LAND PLANNING CIVIL ENGINEERING SURVEYING ENYIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at j; PIT: D-1 SECTION F =a PERCENT SLOPE (Rule .1940): 11 LANDSCAPE POSITION (Rule .1940): Toeslope TOPOGRAPHY (Rule .1940): Uniform a. PARFNT MATERIAL: Colluvium SOIL GROUP (Rule .19E SAPROLITE GROUP NnTFS- 1 N/A (1) Provisionally suitable for subsurface l system. Carolina LSWS SOIL SERIES: Dillard COUNTY: Buncombe, NC DATE: Ma CLAY MINERALOGY (Rule .1941): Sli I SOIL DEPTH (Rule .1943): >54 inches RESTRICTIVE HORIZON (Rule .1944): SEASONAL HIGH WATER TABLE (R 2008 >54 inches ile .1942): 36 inches TYPE OF WATER TABLE (Rule 1942): Apparent CLASSIFICATION (Rule 1948): Provisionally suitable RECLASSIFIED (Rule .1948): N/A 6 inches = trench depth Calculated for: 0 inches = slope correction soil depth Subsurface drip 12 inches = regulated soil depth irrigation + 0 inches = regulated saprolite depth 18 inches total depth needed system FIELD ESTIMATES 1 TAD HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) AEROBIC DRIP (Rule) CONV. 1955) 10 YR 4/3 — Sandy loam Granular Very 0.4 0.8Friable A 0-4 10 YR 4/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 Bw 4-25 2.5 Y 6/6 10 YR 4/6 Sandy loam 1csbk Very Friable 0.3 0.6 BC1 25-36 2.5 Y 6/6 7.5 YR 10 YR 4/8 Sandy loam 1cs Ve Friable _ _ _ BC2 36-54 nlc Pav gpri i n/900 ,40 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments Ao DESCRIBED BY: Anthony B. DeMarco, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist WWW. 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 i t , , ' , ' LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES 808 Th Cliffs at Hi h Carolina LSWS SOIL SERIES: Edne town PROJECT NO. AND NAME. 0f%-7 PIT: D-2 – e SECTION F COUNTY: Buncombe�NC ]DAT�E:Ma 5, 2008 PERCENT SLOPE (Rule .1940): 15 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 51 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >123 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): 117 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): Apparent SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irri ation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system system. -ENCE 18 inches total depth needed FIELD ESTIMATES LTAR '*0 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM 'Wig MOIST COLOR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (O/0) 1969) .1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-24 10 YR 4/6 — Sandy clay loam 2csbk Friable 20 0.3 0.6 2BC1 24-43 5 YR 4/6 — Sandy loam 1csbk Friable — 0.3 0.6 2BC2 :43-51=5 MCS Sandy loam 1 csbk Friable — 0.3 0.6 2CB 51-117 5 YR 4/6 MCS Sandy loam Massive Friable — 0.25 0.5 2CB 117-123 5 YR 4/6 2.5YR 6/2 7,5YR 5/8 Sandy loam Massive Friable — _ _ Kir+ oe. -;-4 4 n»nm '*0 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM 'Wig I.—Abb. LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO, AND NAME: 307808 — The Cliffs at High Carolina LSWS SOIL SERIES: Saunook PIT: D-3 __TSECTION F COUNTY: Buncombe, NC I DATE: May 5, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Toeslo a SOIL DEPTH (Rule .1943): >72 inches TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. 2 0-44 inches described from it; 44-52 inches described from auger boring. 18 inches total depth needed 0 3 U E E I MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Anthony B. DeMarco, Soil Science Associate FIELD E51 IMAI t5 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941)%) L AEROBIC DRIP (Rue 19619) CONV. (Rule 1955) A 0-9 10 YR 4/3 — Sandy loam Granular Very 0.4 0.8Friable Bt 9-36 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 36-61 7.5 YR 5/6 — Sandy clay loam 2csbk Friable 20 0.25 0.5 BCI 61-72 5 YR 5/8 MCS Sandy clay loam Blocky Friable 20 0.25 0.5 2BC2 mr, Ro„icpti 10nn07 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NG 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM h,FB R 1 1 1 r LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Tate MOIST COLOR LTAR PIT: E-6 SECTION F COUNTY: Buncombe, NC ]DATE: May 5, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): >40 inches A TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 40 inches to >50% RF PARENT MATERIAL: Colluvium SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A — SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A — irrigation system. (2) LTAR lowered in the BC1 and BC2 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system horizons due to rock fragment content. 0.3 18 inches total depth needed FIELD ESTIMATES w S F4 { r ` MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Walker B. Ferguson, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule 1969) .1955) A 0-4 10 YR 4/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 4-17 10 YR 4/4 — Sandy clay 1 msbk Friable 20 0.3 0.6 loam BC1 17-32 7.5 YR 4/6 — Sandy loam Icsbk Friable 20 0.2 0.4 BC2 32-40 5 YR 4/6 MCC Sandy loam 1csbk Friable — 0.2 0.4 >50% rock 40 fragments ` MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Walker B. Ferguson, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Evard PIT: E-7 SECTION F COUNTY: Buncombe, NC DATE: May 5, 2008 PERCENT SLOPE (Rule .1940): N/A ( located in road) CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): N/A located in road SOIL DEPTH (Rule .1943): 20 inches to saprolite TOPOGRAPHY (Rule .1940): Roadbed RESTRICTIVE HORIZON (Rule .1944): 63 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >63 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 2 0-43 inches described from pit; 43-63 6 inches =trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system from auger boring.3 Truncated profile it is in old road). (4) Provisionallysuitable with removal of fill before install. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) LAR CLAY AEROBIC DRIP N 1969) CONV. 19515) Fill 15-0 Fill material — — — — — — — Bt 0-15 5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 15-20 5 YR 5/6 MCS Sandy loam 1csbk Friable — 0.3 0.6 CB 20-37 5 YR 5/6 MCS Sandy loam Massive Friable — 0.25 0.5 C 37-63 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 63 RLWB __� eninnn� i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Walker B. Ferguson, Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4100 F: 828.232.1331 WWW.BROOKSEA.COM Itm B R 1 1 K S E N 0 1 N E E R I N G A S1 I C I ' ' LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: E-8 SECTION F COUNTY: Buncombe, NC DATE: May 5, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e 2 SOIL DEPTH (Rule .1943): 54 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) Located in toe of road. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system 3 0-42 inches described from it; 42-72 inches described From auger boring. 18 inches total depth needed FIELD ESTIMATES 1 64 64 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) Fill 12-0 Fill material — — — — — — — A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-27 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 30 0.25 0.5 2BC1 27-41 7.5 YR 5/8 MCS Sandy clay loam 2csbk Friable 25 0.25 0.5 2BC2 41-54 10 YR 5/6 MCS Sandy loam Blocky Friable — 0.25 0.5 2C 54-72 MCS — — — — — — — i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Walker B. Ferguson, Soil Scientist NL; Kevisea i uizuu t RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 77- 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 17 .II K S E N G I N E,E R I N1 A S S1 ,sem i� LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Tate CONSIST CLAY -ENCE (Rule .1941) (/0) PIT: E-9 TSECTION F A COUNTY: Buncombe, NC DATE: May 5, 2008 PERCENT SLOPE (Rule .1940): 20 Granular CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Toeslo a 0.4 SOIL DEPTH (Rule .1943): >74 inches Bt1 TOPOGRAPHY (Rule .1940): Uniform 10 YR 4/4 RESTRICTIVE HORIZON (Rule .1944): >74 inches PARENT MATERIAL: Colluvium over Residuum 2msbk SEASONAL HIGH WATER TABLE (Rule .1942): >74 inches SOIL GROUP (Rule .1955): 3 0.25 TYPE OF WATER TABLE (Rule .1942): N/A Bt2 SAPROLITE GROUP (Rule .1956): N/A 7.5 YR 5/8 CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip Friable RECLASSIFIED (Rule .1948): N/A 0.25 irrigation system. (2) 0-54 inches described from pit; 2BC 6 inches = trench depth inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 54-74 inches described from auger boring.3 -250/( rock fragments in the Bt2 horizon. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (/0) LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-2 10 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 2-20 10 YR 4/4 _ Sandy clay loam 2msbk Friable 30 0.25 0.5 Bt2 20-45 7.5 YR 5/8 _ Sandy clay loam 2msbk Friable 30 0.25 0.5 2BC 45-74 10 YR 5/8 MCS Sandy clay loam 1csbk Friable 20 0.25 0.5 MCA =Multicolored Alluvium LIAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Walker B. Ferguson, Soil Scientist Nli Kevlsea 'iwzuur RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM IiI K S E N G I N El R I N G A S S 1 P LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Evard PIT: H-1 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 35 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 60 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irri ation 9 system system. 2 0-50 inches described from it; 50-60 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES 10 F r MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments VA DESCRIBED BY: Jacob L. Hale, Soil Science Associate 0101 NG Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-2 10 YR 2/2 - Sandy loam Granular Very Friable - 0.4 0.8 Bt1 2-7 7.5 YR 3/2 - Sandy clay 2msbk Friable 20 0.3 0.6 loam 2Bt2 7-25 2.5 YR 4/8 - Sandy clay loam 2msbk Friable 25 0.3 0.6 2Bt3 25-33 2.5 YR 4/8 - Sandy clay loam 2msbk Friable 30 0.2 0.4 26C 33-35 2.5 YR 4/8 MCS Sandy clay loam 2csbk Friable 25 0.2 0.4 2C 35-60 MCS - Sandy loam Massive Firm - 0.2 0.4 2Cr 60 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments VA DESCRIBED BY: Jacob L. Hale, Soil Science Associate 0101 NG Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM II LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee PIT: H-2 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 13 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 25 inches to saprolite TOPOGRAPHY (Rule. 1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 40 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >47 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionally suitable (9 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 Bt1 and Bt2 contain–25-30%° rock fragments. — 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist ! 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N Rule Rule 55) A 0-1 7.5 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 1-12 2.5 YR 5/8 — Sandy clay 2msbk Friable 20 0.3 0.6 loam Bt2 12-23 10 R 4/8 MCC Sandy clay 2msbk Friable 25 0.3 0.6 loam 2BC 23-25 10 YR 4/8 MCS Sandy clay loam 2csbk Friable 20 0.3 0.6 2C 25-40 MCS — Sandy loam Massive Firm — 0.25 0.5 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 2Cr 40-47 RLWB percent of the pit starting at 40 inches. [Rule .1956(6)(iii)] FT MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist ! 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM r= ' i ' i 1 i LAND PLANNING CIVIL ENGINEERING SURVEYING ENYIRONMEN TAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Evard PIT: H-3 SECTION F COUNTY: Buncombe, NC DATE: Ma 7, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 72 inches to massive structure TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >81 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >81 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation System system. 2 0-51 inches described from it; 51-72 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES W E- R" F 0 NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-2 7.5 YR 3/2 - Sandy loam Granular Very Friable - 0.4 0.8 Bt1 2-25 5 YR 4/6 - Sandy clay 2msbk Friable 25 0.3 0.6 loam 2Bt2 25-54 7.5 YR 4/6 - Sandy clay loam 2msbk Friable 30 0.2 0.4 213C 54-72 7.5 YR 4/6 MCS Sandy clay loam Blocky Friable 25 0.2 0.4 2CB 72-81 5YR 5/6 MCS Sandy loam Massive Friable - 0.25 0.5 NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM I t 1 1 t f LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Evard PIT: H-4 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): Not taken CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 28 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 60 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-49 inches described from it; 49-60 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments i DESCRIBED BY: Jacob L. Hale, Soil Science Associate i NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F, 828.232.1331 WWW.BROOKSEA.COM ice' MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 7.5 YR 3/3 — Sandy loam Granular Vere Friab — 0.4 0.8 Bt 2-23 2.5 YR 4/8 — Sandy clay 2msbk Friable 25 0.3 0.6 loam BC 23-28 2.5 YR 4/8 MCS Sandy clay 2csbk Friable 20 0.3 0.6 loam C 28-60 MCS — Sandy loam Massive Firm — 0.25 0.5 Cr 60 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments i DESCRIBED BY: Jacob L. Hale, Soil Science Associate i NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F, 828.232.1331 WWW.BROOKSEA.COM ice' B 11 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee PIT: H-5 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 27 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 40 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 9-27 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-2 10 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 AB 2-9 7.5 YR 5/6 — Sandy loam 1 csbk F able — 0.35 0.7 Bt 9-27 5 YR 5/8 — Sandy clay loam 2msbk Friable 20 0.3 0.6 C 27-40 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 40-60 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments WIN DESCRIBED BY: John B. Allison, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.133"1 WWW.BROOKSEA.COM SER LANK PLANNING CIVIL ENGINEERING SO RV ETI NG ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Pi eonroost PIT: H-6 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 28 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 7.5 YR 5/8 18 inches total depth needed !moi FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (/0) (Rule (Rule .1969) .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-18 7.5 YR 5/8 — Sandy clay 1fsbk Friable 25 0.3 0.6 loam BC 18-28 7.5 YR 5/8 MCS Sandy clay 1 csbk Friable 20 0.3 0.6 loam 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 Cr 28-48 RLWB percent of the pit starting at 28 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM AAA,—, SER LANG PLANNING CIVIL ENOINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 — The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: H-7 SECTION F COUNTY: Buncombe, NC DATE: Ma 7, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Footslo a SOIL DEPTH (Rule .1943): 41 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 41 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule.1956): N/A CLASSIFICATION (Rule.1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 7.5 YR 4/6 18 inches total depth needed 14 FIELD ESTIMATES Do I' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET—ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 3/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 3-23 7.5 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 23-37 7.5 YR 5/8 — Sandy clay 2msbk Friable 30 0.25 0.5 loam BC 37-41 7.5 YR 5/8 MCS Sandy clay 1csbk Friable 20 0.25 0.5 loam Cr 41-51 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 41 inches. [Rule .1956(6)(iii)] I' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET—ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM I'll I LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: H-8 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 19 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 48 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 48 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 16-33 18 inches total depth needed a FIELD ESTIMATES 10 i i I '°'': HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-4 10 YR 3/4 — Sandy loam Granular Very Friable — 0.4 0.8 AB 4-16 7.5 YR 4/6 — Sandy loam 1 csbk Friable ery — 0.35 0.7 Bt 16-33 2.5 YR 5/6 — Loam 2msbk Friable 25 0.3 0.6 BC 33-48 2.5 YR 5/6 MCS Sandy clay loam 1 csbk Friable 20 0.3 0.6 Cr 48-60 RLWB i I MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day l MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM 1 f 0 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES Ii SOPROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS IL SERIES: Cowee-Variant PIT: H-9 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 15 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 48 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 48 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 18 inches total depth needed u l 4 FIELD ESTIMATES 10 7 wi MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments imi DESCRIBED BY: Jacob L. Hale, Soil Science Associate N NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/3 — Sandy loam Granular — 0.4 0.8 FVery riablBt1 5-29 5 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 29-48 2.5 YR 4/8 — Sandy clay 2msbk Friable 30 0.25 0.5 loam Cr 48-53 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 48 inches. [Rule .1956(6)(iii)] N NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM rry B i S SA LANG PLANNING CIVIL ENGINEERING SURVEYING PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS tri 7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist ENYIRONMEN TAL SERVICES CCM CFRIPC• Pincnnrnne+_\/nrimn+ PIT: H-10 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 48 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 58 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = requlated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 BC has 35% rock fragments. Al 18 inches total depth needed FIELD ESTIMATES NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) M (Rule (Rule .1969) .1955) Al 0-2 10 YR 3/3 - Sandy loam Granular Very - 0.4 0.8 Friable A2 2-6 10 YR 4/4 - Sandy loam Granular Very - 0.4 0.8 Friable Btl 6-17 7.5 YR 4/6 - Loam 2msbk Friable 20 0.3 0.6 Bt2 17-32 7.5 YR 5/8 - Loam 2msbk Friable 20 0.3 0.6 BC 32-48 7.5 YR 4/6 MCS Sandy loam 1csbk - 0.3 0.6 FVery riablC 48-58 MCS - Sandy loam Massive Friable - 0.25 0.5 Cr 58-60 RLWB NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: H-11 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 22 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >59 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation g system system. 20 18 inches total depth needed FIELD ESTIMATES -10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LIAR AEROBIC DRIP (Rule 1969) CONV. (Rule 1955) A 0-1 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 1-4 10 YR 4/4 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 Bt2 4-24 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 24-36 5 YR 5/8 MCS Loam 2csbk Friable 20 0.3 0.6 Cr 36-59 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 36 inches. [Rule .1956(6)(iii)] NC Revised 10/2001 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM I i B ' ' 1 ' Imo, LANG PLANNING CIVIL ENGINEERING SU RV ETI NG t ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: J-1 SECTION F COUNTY: Buncombe, NC I DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 47 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 23 inches to >50% RF PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >64 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) BC horizon contains >50 percent rock fragments. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system 2 Provisional) suitable for subsurface dripirrigation system. 18 inches total depth needed FIELD ESTIMATES I NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments 'I DESCRIBED BY: John B. Allison, Soil Scientist k 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM id MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) 1955) Fill 5-0 Fill material — — — — — — — A 0-4 10 YR 3/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bw 4-23 7.5 YR 5/6 — Sandy loam 1 msbk Very Friable — 0.35 0.7 BC 23-47 7.5 YR 5/6 ° rock fragments Sandy loam 1fsbk Very_ Friable _ _ CB 47-60 7.5 YR 5/6 MCS Loamy sand Massive Firm — 0.2 0.4 Cr 60-64 RLWB I NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments 'I DESCRIBED BY: John B. Allison, Soil Scientist k 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM id BI1 1 C I ' LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: J-2 SECTION F COUNTY: Buncombe, NC DATE: Ma 8, 2008 PERCENT SLOPE (Rule .1940): 19 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 19 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisional) suitable for subsurface drip irrigation i) 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 0.35 18 inches total depth needed E FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) �Ih) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) L I AK CONSIST CLAY AEROBIC -ENCS DRIP (Rule .1941) N%) (Rule .1969) CONY. (Rule .1955) A 0-4 10 YR 3/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bw 4-19 7.5 YR 4/6 — Sandy loam 1csbk Very Friable — 0.35 0.7 C 19-32 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 32-60 RLWB �iw MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments �4 DESCRIBED BY: John B. Allison, Soil Scientist iw ncviacu vicvv RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer— Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 - P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM �s DRi I I! I , ' l! j ' 1 1 A! IL+��I �• p LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES 1 PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Edne town PIT: J-3 SECTION F COUNTY: Buncombe, NC I DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 12 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Ridgetop SOIL DEPTH (Rule .1943): 18 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >112 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >112 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. 2 Pit J-4 has weathered bedrock at the surface In more than 1/3 of it. 18 inches total depth needed FIELD ESTIMATES 44 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) L I AK AEROBIC DRIP 1969) CONV. 19515) Fill 5-0 Fill material — — — — — — — A 0-3 7.5 YR 4/6 — Sandy loam Blocky Very Friable — 0.4 0.8 Bt 3-18 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 CB 18-23 5 YR 5/8 — Sandy loam Massive Very Friable — 0.25 0.5 C 23-112 MCS — Sandy loam Massive Very Friable — 0.25 0.5 iiW MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day Rrs MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments f9 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM illy B( r r �r mal LAND PLANNING CIVIL ENGINEERING SO R V E Y I N 8 ENVIRONMENTAL SERVICES 'L40' - -- PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: J-5 --jSECTION F COUNTY: Buncombe, NC I DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 8 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 32 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 42 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955):2 TYPE OF WATER TABLE (Rule .1942): NIA SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface dripirri ation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 C horizon LTAR lowered due to firm saprolite. 18 inches total depth needed ' FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (0a) L I AK AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-1 10 YR 3/3 - Loam Granular Very Friable - 0.4 0.8 Bt1 1-18 5 YR 4/6 - Loam 2msbk Friable 25 0.3 0.6 Bt2 18-30 2.5 YR 4/6 - Loam 2msbk Friable 25 0.3 0.6 BC 30-32 2.5 YR 4/6 MCS Loam 2csbk Friable 20 0.25 0.5 C 32-42 MCS - Sandy loam Massive Firm - 0.2 0.4 Cr 42-51 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 42 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 1M MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist WWW,BROOKSEA.COM 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 iid B' i i K S E N G I 1 1 i ill i� SWP LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES W PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: J-6 SECTION F COUNTY: Buncombe, NC I DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule.1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 26 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 37 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable ( 1 Provisional) suitable for subsurface drip irri ation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 2C horizon LTAR lowered due to firm saprolite. 18 inches total depth needed ' FIELD ESTIMATES 101 Wow ii w rrm HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LTAR AEROBIC DRIP 1969) CONV. 19515) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-24 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 24-26 7.5 YR 5/8 MCS Sandy clay loam 1 csbk Friable 20 0.25 0.5 2C 26-37 MCS — Sandy loam Massive Friable — 0.2 0.4 2Cr 37-45 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 37 inches. [Rule .1956(6)(iii)] NC Revised 10/200r I ami MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments SIA DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist mwp 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM �d WOO B R ( ( K S E N G I N E E R I N G Al S (j C I i i iI6� aq LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES lav PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: J-7 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 42 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 42 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system. 1 fsbk 18 inches total depth needed 'wl FIELD ESTIMATES r � MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day „ MCS = Multicolored saprolite RF = Rock fragments 1 ��wi DESCRIBED BY: Jacob L. Hale, Soil Science Associate film Ivu Kevisea -ivauut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM NIA MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-2 10 YR 2/2 — Loam 1 fsbk Very Friable — 0.4 0.8 Bt1 2-15 7.5 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 25-28 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 30 0.25 0.5 213C 28-42 5 YR 4/6 MCS Sandy clay loam 2csbk Friable 25 0.25 0.5 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 2Cr 42-51 RLWB percent of the pit starting at 42 inches. [Rule .1956(6)(iii)j r � MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day „ MCS = Multicolored saprolite RF = Rock fragments 1 ��wi DESCRIBED BY: Jacob L. Hale, Soil Science Associate film Ivu Kevisea -ivauut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM NIA 1 1 K S EN GIN , 1 C I + LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES M ;R �^�!1 r� PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: J-8 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 38 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 42 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >49 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 2C horizon LTAR lowered due to firm saprolite. 18 inches total depth needed FIELD ESTIMATES ws4 6b av f MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments Ora DESCRIBED BY: Jacob L. Hale, Soil Science Associate NG Kevisea iuizuut RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM ;�o J MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-2 10 YR 2/2 — Loam Granular Very Friable — 0.4 0.8 Bt1 2-18 7.5 YR 4/6 — Loam 2msbk Friable 25 0.3 0.6 2Bt2 18-28 5 YR 4/6 — Sandy clay loam 2fsbk Friable 20 0.25 0.5 213C 28-38 5 YR 4/6 MCS Sandy clay 1 csbk Friable 20 0.25 0.5 loam 2C 38-42 MCS — Sandy loam Massive Firm — 0.2 0.4 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 2Cr 42-49 RLWB percent of the pit starting at 42 inches. [Rule .1956(6)(iii)] f MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments Ora DESCRIBED BY: Jacob L. Hale, Soil Science Associate NG Kevisea iuizuut RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM ;�o J t' 1 I' A 6 r1l E E K 1 116A 8 S I LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee PIT: J-9 SECTION F COUNTY: Buncombe, NC JDATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 15 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 30 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. 2.5 YR 5/8 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N .1969) 19515) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-21 5 YR 5/8 — Loam 2msbk Friable 25 0.3 0.6 BC 21-30 2.5 YR 5/8 — Loam 1csbk Very Friable — 0.3 0.6 Cr 30-60 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments 'g DESCRIBED BY: John B. Allison, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM �xixiI� Ali IMA 1 1 " / I NG 1 ' i / 1 I `moi LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES to PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: J-10 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 48 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >55 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) 2C horizon LTAR lowered due to firm 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0 saprolite. 3 26C has –30-35% rock fra ments; LTAR lowered. 18 inches total depth needed FIELD ESTIMATES i's�IIP 140 WO �1 ami MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments �Ni DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f; 828.232,1331 WWW,BROOKSEA.COM Gljwi� MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-26 7.5 YR 5/8 — Sandy clay 2msbk Friable 25 0.3 0.6 loam 213C 26-36 2.5 YR 4/8 MCS Sandy clay 2csbk Friable 20 0.15 0.3 loam 2C 36-48 MCS — Sandy loam Massive Firm — 0.2 0.4 2Cr 48-55 RLWB �1 ami MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments �Ni DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f; 828.232,1331 WWW,BROOKSEA.COM Gljwi� r l LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: J-11 SECTION F COUNTY: Buncombe, NC I DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 22 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 72 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 72 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system inches system. 2 0-58 inches described from it; 58-72 in Described from auger boring. 18 inches total depth needed FIELD ESTIMATES q q 'seg Fes; v� 601 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Walker B. Ferguson, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 2/2 - Sandy loam Granular FVery riablBt1 - 0.4 0.8 3-34 10 YR 4/4 - Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 34-57 7.5 YR 4/6 - Sandy clay 2csbk Friable 25 0.25 0.5 loam 2Bt3 57-68 2.5 YR 5/6 - Loam Blocky Friable 25 0.25 0.5 213C 68-72 2.5 YR 5/6 MCS Sandy clay Blocky Friable 20 0.25 0.5 loam 2Cr 72 RLWB 601 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Walker B. Ferguson, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM mW� rwrel ( I i ' 1 1 i LANG PLANNING CIVIL ENGINEERING SURVEYING ENYIRDNMEN TAL 3EBYICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Evard PIT: J-12 SECTION F COUNTY: Buncombe, NC DATE: May 7, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 54 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 74 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >74 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system s stem.12 2.5 YR 5/8 18 inches total depth needed 1 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) NO (Rule (Rule .1969) .1955) A 0-2 10 YR 3/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 2-29 7.5 YR 5/6 — Sandy clay loam 2csbk Friable 20 0.3 0.6 2Bt2 29-54 2.5 YR 5/8 — Sandy clay loam 2csbk Friable 20 0.3 0.6 2C 54-74 MCS — Sandy loam Massive Firm — 0.2 0.4 2Cr 74 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments 1 DESCRIBED BY: John B. Allison, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB= Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 M. BROOKSEA.COM Zvi F LAND PLANNING CIVIL ENGINEERING SURVEYING s ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: K-1 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 6 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 12 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): 2 CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A d ' I r FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N _ (Rule (Rule .1969) .1955) A 0-1 7.5 YR 3/3 — Sandy loam Granular Very Friable — — — Bt 1-12 5 YR 4/6 — Sandy clay loam 2msbk Friable 20 — — C 12-18 MCS — Sandy loam Massive Firm — — — Cr 18-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 18 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments Uft DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM �i loll B R 0 0 K S E N G I N E E R I N G A S S 0 C 1 i T E S P i i r� LAND PLANNING CIVIL ENGINEERING S 0 R V E Y I N 6 ENVIRONMENTAL SERVICES iS €meq I~ 4 owl q 'woo q rev r �1 PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: K-2 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 1 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 12-20 18 inches total depth needed w� FIELD ESTIMATES i i f HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) NO (Rule (Rule .1969) .1955) A 0-1 7.5 YR 3/3 — Loam Granular Very Friable — 0.4 0.8 Bt 1-12 7.5 YR 5/8 — Loam 2msbk Friable 20 0.35 0.7 BC 12-20 7.5 YR 5/8 MCS Loam 1csbk Friable — 0.35 0.7 Cr 20-51 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day � MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P:828.232.4700 F: 828.232.1331- WWW.BROOKSEA.COM t� � 1 ail K S E N G I N E E R I N G ASSOCIATES wig Aft& rm y Il LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: K-3 SECTION F COUNTY: Buncombe, NC DATE: Ma 8, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 39 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 39 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >55 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): suitable NOTES: -Provisionally RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. BC 18 inches total depth needed FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 5-27 7.5 YR 4/8 — Sandy clay loam 2msbk Friable 20 0.3 0.6 BC 27-39 2.5 YR 5/8 MCS Loam 2msbk [Friable 25 0.3 0.6 Cr 39-55 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 39 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock raw, MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: John B. Allison, Soil Scientist I uAg 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM "51 BROOKS LAND PLANNING CIVIL ENGINEERING SURVEYING F ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: K-4 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 43 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 43 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system s stem.12 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BBOOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 2/2 — Loam Granular Very — 0.4 0.8 Friable Bt 3-30 7.5 YR 5/8 — Sandy clay 2msbk Friable 25 0.3 0.6 loam 213C 30-43 5 YR 4/6 MCS Sandy clay 2csbk Friable 20 0.25 0.5 loam 2Cr 43-51 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 43 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BBOOKSEA.COM .II 1 I'1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: K-5 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 47 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 47 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED(Rule.1948): N/A (1) Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 35-47 18 inches total depth needed ;R FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 5-35 7.5 YR 5/8 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 BC 35-47 5 YR 5/8 MCS Loam 1 msbk Friable — 0.25 0.5 Cr 47-60 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 47 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long ,Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: John B. Allison, Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM i ILA4 1 ' ' i I 1 1 +9 f LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS 6011- SERIES: Cowee-Variant PIT: K-6 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 42 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. - 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (U/0) (Rule (Rule .1969) .1955) A 0-2 10 YR 3/2 - Sandy loam 1fsbk Friable - 0.4 0.8 Bt1 2-12 7.5 YR 4/6 - Sandy clay 2msbk Friable 25 0.3 0.6 loam 2Bt2 12-26 2.5 YR 4/8 - Sandy clay 2msbk Friable 30 0.25 0.5 loam 213C 26-28 2.5 YR 4/8 MCS Sandy clay 2csbk Friable 25 0.25 0.5 loam 2C 28-42 MCS - Sandy loam Massive Firm - 0.2 0.4 2Cr 42-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 42 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Evard A PIT: K-7 SECTION F — COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 18 0.4 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a 3-24 SOIL DEPTH (Rule .1943): >64 inches — TOPOGRAPHY (Rule .1940): Uniform 2msbk RESTRICTIVE HORIZON (Rule .1944): >64 inches PARENT MATERIAL: Residuum 0.3 SEASONAL HIGH WATER TABLE (Rule .1942): >64 inches SOIL GROUP (Rule .1955): 3 24-64 TYPE OF WATER TABLE (Rule .1942): N/A — SAPROLITE GROUP (Rule .1956): N/A 1 msbk CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 0.6 RECLASSIFIED (Rule.1948): N/A 64 (1) Provisionally suitable for subsurface drip irrigation 1 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. O MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day k MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist d FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (U/0) (Rule (Rule .1969) .1955) A 0-3 10 YR 3/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 3-24 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 24-64 5 YR 5/8 — Sandy loam 1 msbk Friable — 0.3 0.6 64 Stopped by rock fragments at 64 inches NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232,1331 WWW.BROOKSEA.COM R 0I Addhb— OEM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS --jSECTION 6011- SERIES: Pi eonroost PIT: L-1 F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 11 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisionally suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 10-24 18 inches total depth needed L114 4 FIELD ESTIMATES f i i i L HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-1 10 YR 2/2 — Sandy loam Granular F able ery — 0.4 0.8 Bt 1-10 7.5 YR 4/6 — Loam 2msbk Friable 25 0.3 0.6 BC 10-24 7.5 YR 4/6 MCS Loam 2csbk Friable 20 0.25 0.5 C 24-38 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 38-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 38 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ail LANG PLANNING CIVIL ENGINEERING SO R V E Y I N 0 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: L-2 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): Not taken CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches =trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system s stem.12 7.5 YR 4/6 18 inches total depth needed '6.0 4 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-1 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 1-18 7.5 YR 4/6 — Loam 2msbk Friable 25 0.3 0.6 BC 18-20 7.5 YR 4/6 MCS Loam 2msbk Friable 20 0.25 0.5 C 20-30 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 30-50 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day i MCS = Multicolored saprolite RF = Rock fragments Will DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM l LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: L-3 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 38 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to RLWB PARENT MATERIAL: Residuum BH008S ENGINEERING ASSOCIATES, PA l LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: L-3 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 38 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to RLWB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system s stem.12 23-38 18 inches total depth needed FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-4 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 4-23 7.5 YR 5/6 — Clay loam 2msbk Friable 30 0.25 0.5 BC 23-38 7.5 YR 5/6 MCS Sandy loam 1 csbk FVery riablCr — 0.3 0.6 38-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 38 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist b NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments i 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ilk I" I B i I! ! i LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES i. r PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: L-4 SECTION F COUNTY: Buncombe, NC I DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 29 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >49 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system s stem.12 — 18 inches total depth needed �8 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments '> DESCRIBED BY: Jacob L. Hale, Soil Science Associate FIELD ESTIMATES NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-1 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 1-26 10 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam BC 26-29 10 YR 4/6 MCS Sandy clay 2csbk Friable 20 0.25 0.5 loam C 29-38 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 38-49 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 38 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM c .!1 K S E N G I N E E R I N G A S1 1 I'! w LAND PLANNING CIVIL ENGINEERING S U R V E Y I N 6 ENYIRONMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: M-1 SECTION F COUNTY: Buncombe, NC DATE: Ma 8, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 22 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 22 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 3-22 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (U/Q) (Rule (Rule .1969) .1955) Fill 3-0 Fill material — — — — — — — A 0-3 10 YR 3/2 — Sandy loam lay 1 fsbk FVery 20 0.3 0.6 Bt 3-22 7.5 YR 4/6 — Loam 2msbk Friable 25 0.3 0.6 2Cr 22-51 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 22 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: M-2 SECTION F COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 19 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 30 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches= regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. 2Cr fig'4 FIELD ESTIMATES 10 f `, i HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- ICONSIST CLAY URE -ENCS (Rule .1941) (Rule .1941) (Rule .1941) N LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-4 10 YR 4/4 — Sandy loam Blocky Friable — 0.35 0.7 Bt 4-30 7.5 YR 5/8 — Loam 2msbk Friable 25 0.3 0.6 2Cr 30-60 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 30 inches. [Rule .1956(6)(iii)] Ami MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day �q1 MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist IVU Kevisea Iuizuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .r. LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: A-1 SECTION G COUNTY: Buncombe, NC DATE: Ma 8, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948); Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 Depth to weathered bedrock ranges from –18-40 inches &reaches 1/3 of pit face area at 20 inches. 18 inches total depth needed «gin, MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) (%) LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 3-20 7.5 YR 5/6 — Sandy loam 1fsbk Very Friable — 0.35 0.7 Cr 20-40 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] NG Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments I 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM r 1.42-1 SER LAND PLANNING CIVIL ENGINEERING SORVEYIN6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: A-2 SECTION G COUNTY: Buncombe, NC DATE: Ma 8, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 71 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >71 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule.1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges uto 31 inches in pit and reaches 1/3 of pit face area at 71 inches. 18 inches total depth needed FIELD ESTIMATES 10 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 2/2 - Sandy loam Granular Friable - 0.4 0.8 Bt 5-14 7.5 YR 5/8 - Sandy clay 1fsbk Friable 20 0.3 0.6 loam BC1 14-30 7.5 YR 5/8 - Sandy loam 1 msbk Very Friable - 0.35 0.7 BC2 30-36 10 YR 4/6 MCS Sandy loam 1 msbk Friable - 0.3 0.6 C 36-71 MCS - Loamy sand Massive Firm - 0.2 0.4 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 Cr 71 RLWB percent of the pit starting at 71 inches. [Rule .1956(6)(iii)] FT MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 0 JET gaff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: B-1 SECTION G COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 36 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 21 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 27 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth I + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 Depth to weathered bedrock ranges from —27-40 inches &reaches 1/3 of pit face area at 27 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) N LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-3 10 YR 4/3 — Sandy loam Granular Friable — 0.35 0.7 Bw 3-21 7.5 YR 5/6 — Gravelly Sandy loam 1fsbk Friable — 0.3 0.6 C 21-27 MCS — Gravelly Loamy sand Massive Firm — 0.2 0.4 Cr 27-40 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 27 inches. [Rule .1956(6)(iii)] I i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day 1 MCS = Multicolored saprolite RF = Rock fragments I DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NG Kevisea lu/zuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 71,' 17 ARLINGTON STREET ASHEVILLE,. NC 28801. P: 828.232,4700. F: 828.232..1331 _ WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SO R V E Y I N 0 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: B-2 SECTION G COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 26 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 26 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 26-50 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-2 10 YR 3/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bw 2-26 7.5 YR 5/8 — Sandy loam I 1 csbk Very Friable — 0.35 0.7 Cr 26-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 26 inches. [Rule .1956(6)(iii)] Iiia MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM 611 tll LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES AN -- PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: B-3 SECTION G COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >39 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches= regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. 0.6 wig FIELD ESTIMATES FI �J .lq f iltl ffmq HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) LTAR CLAY AEROBIC DRIP N (Rule .1969) CONV. (Rule .1955) A 0-1 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 1-20 10 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 20-39 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] A NC Revised 10/2007 iii MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM IBJ LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: C-1 G COUNTY: Buncombe, NC DATE: May 8, 2008 ---]SECTION PERCENT SLOPE (Rule .1940): 35 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 22 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 22 inches to >50% RF PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >28 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. 22-28 ,1 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments { DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (0/0) (Rule (Rule .1969) .1955) A 0-4 10 YR 3/4 — Sandy loam Granular Friable — 0.4 0.8 Bw 4-22 10 YR 5/8 — Gravelly Sandy loam 1fsbk Friable — 0.3 0.6 CB 22-28 >50% rock fragments (gravels) — — — — — — Cr 28 RLWB NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: C-2 SECTION G COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 38 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. RLWB 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-4 10 YR 3/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bw 4-38 7.5 YR 5/6 — Sandy loam 1 csbk Very Friable — 0.35 0.7 Cr 38-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 38 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day r MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 1 11 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4100 F: 828.232.1331 WWW.BROOKSEA.COM LO I l K S E N G I N E E R I N G A 8 & 1 d � LANG PLANNING CIVIL ENOINEERIN0 SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: C-3 SECTION G COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 34 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 10 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 10 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >20 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A R o FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-1 10 YR 4/4 — Sandy loam Granular Very Friable _ — — Bt 1-10 10 YR 5/8 — Sandy clay loam 1msbk Friable 20 — — Cr 10-20 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 10 inches. [Rule .1956(6)(iii)] J MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments vA DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET - ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 1i PIP II K S E N G I N E E R I N G k IS 1 C I A T E S ' LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES EENT PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Edne town PIT: D-1 SECTION G COUNTY: Buncombe, NC DATE: May 8, 2008 PERCENT SLOPE (Rule .1940): 27 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 30 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 68 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >68 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 East side of pit has flag boulders within 12 inches depth and occupies -20 percent of pit. 18 inches total depth needed FIELD ESTIMATES 10 ,i tali E i E HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 3/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-30 10 YR 5/8 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 C 30-68 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 68 RLWB 4 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828,232.1331 WWW.BROOKSEA.COM ' 1 ' 1 1 k1V LAND PLANNING CIVIL ENGINEERING S9RVETING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: D-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 16 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 63 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >63 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): 2 CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth + 10 inches = regulated soil depth 4 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system system with soil/saprolite rule. 1956 6 applied. 7.5 YR 5/6 20 inches total depth needed 64 4 FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rue (Rule (Rule .1941) (Rule .1941) (Rule .1941) (0/p) 19619) 1955) A 0-3 10 YR 3/4 — Sandy loam Granular Friable — 0.4 0.8 Bw 3-16 7.5 YR 5/6 — Sandy loam 1 fsbk Friable — 0.35 0.7 CB 16-28 7.5 YR 5/6 MCS Sandy loam Massive Friable — 0.25 0.5 C 28-63 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 63 RLWB MCA = Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day rF MCS = Multicolored saprolite RF = Rock fragments I:. DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM id f i BR lI I i i ' i LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: E-1 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 22 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches=regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. 22-36 WRi FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-1 7.5 YR 3/2 — Sandy loam Granular Friable — 0.4 0.8 Bw 1-22 7.5 YR 4/8 — Sandy loam 2msbk Friable — 0.35 0.7 C 22-36 MCS — Sandy loam Massive Firm — 0.25 0.4 Cr 36 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments 'u€'j DESCRIBED BY: Jason D. Wheatley, Soil Science Associate IN NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: E-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 22 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 39 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >60 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-50 inches described from it; 50-60 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (U/0) (Rule (Rule .1969) .1955) A 0-2 7.5 YR 3/2 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-25 7.5 YR 5/6 - Sandy clay loam 2msbk Friable 20 0.3 0.6 BC 25-39 10 YR 4/6 MCS Sandy loam 2msbk Friable — 0.25 0.5 C 39-60 MCS — Sandy loam Massive Firm — 0.2 0.4 #� MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day ;res MCS = Multicolored saprolite RF = Rock fragments €rAdI DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist t s:i 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVETIN0 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: E-3 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 34 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 66 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >66 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-57 inches described from it; 57-66 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-6 10 YR 2/1 — Sandy loam Granular Friable — 0.4 0.8 Bw 6-34 7.5 YR 4/8 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 CB 34-41 MCS 7.5 YR 4/6 Sandy loam Massive Friable — 0.25 0.5 C 41-66 MCS — Loamy sand Massive Firm — 0.2 0.4 Cr 66 RLWB 6 d MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day =,1 MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM .11 1 !I iMff ,TIM l LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: F-1 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >30 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 Ksat boring next to it; reached weathered bedrock at 66 inches. 18 inches total depth needed d FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 3/4 — Sandy loam Granular Friable — 0.4 0.8 Bw 3-28 7.5 YR 5/6 — Sandy loam 1fsbk Friable — 0.35 0.7 C 28-30 MCS — Loamy sand Massive Firm — 0.2 0.4 Cr 30 RLWB "i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day �1 MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM I BEff LANN PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: F-2 G COUNTY: Buncombe, NC DATE: May 12, 2008 ---jSECTION PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 24 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. RLWB 18 inches total depth needed FIELD ESTIMATES 00 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 10 YR 2/2 — Sandy loam 1 fsbk Very Friable — 0.4 0.8 Bt 2-24 10 YR 5/8 _ Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 24-48 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 24 inches. (Rule .1956(6)(iii)] ANN MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist I 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: G-1 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 15 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 15 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >15 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — — — Bt 3-13 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 — — BC 13-15 7.5 YR 4/6 –40% rock fragments Sandy loam 2msbk Friable — — — Cr 15 RLWB iiii MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock', SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM �4� LAND PLANNING CIVIL ENGINEERING S U R V E V I N G ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: G-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule :1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): NIA 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 18 inches total depth needed FIELD ESTIMATES i` q r rymm MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 10 YR 2/2 — Sandy loam 1fsbk ery — 0.4 0.8 Friable Bt 2-30 10 YR 4/6 — Sandy clay 1 msbk Friable 25 0.3 0.6 loam BC 30-36 10 YR 4/6 MCS Sandy clay 1 csbk Friable 20 0.25 0.5 loam Cr 36-48 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 36 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM r LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: H-1 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Noseslo a SOIL DEPTH (Rule .1943): >18 inches TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to >50% RF PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >18 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisional) suitable for subsurface drip irri ation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. (Rule .1941) 18 inches total depth needed FIELD ESTIMATES 144 4 NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR L I AK HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) 1955) A 0-2 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-15 7.5 YR 5/6 –25% rock Sandy clay 1 msbk Friable 20 0.25 0.5 fragments loam BC 15-18 7.5 YR 4/6 –40% rock Sandy loam 1 msbk Friable — 0.2 0.4 fragments >50% rock 18 fragments NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM OEM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: H-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 31 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >46 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisional) suitable for subsurface drip irrigation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system. 2 Depth to weathered bedrock ranges from -30-46 inches & reaches 1/3 of pit face area at 36 inches. 18 inches total depth needed AFP FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule.1941) (Rule .1941) CONSIST -ENCE (Rule .1941) L I Hrc CLAY AEROBIC DRIP (%) 1969) CONY. 19515) A 0-2 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 2-23 7.5 YR 4/8 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 BC 23-31 10 YR 4/8 MCS Sandy loam 1fsbk Very Friable — 0.3 0.6 C 31-36 MCS — Loamy sand Massive Firm — 0.2 0.4 Cr 36-46 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 36 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB= Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: 1-1 SECTION G COUNTY: Buncombe, NC I DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Noseslo a SOIL DEPTH (Rule .1943): 27 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 60 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >61 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable for subsurface drip irrigation 1 Provisional) suitable sur ( p 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system 2 0-54 inches described from it; 54-61 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N L I Arc AEROBIC DRIP (Rule CONY. le Ru55) A 0-2 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-27 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 C 27-60 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 60-61 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 60 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF =Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate wv VV Qv i�iaw RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM k SEW LANK PLANNING CIVIL ENGINEERING SR R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: 1-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >52 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irri ation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system. 2 Bt horizon has �40-45 percent rock fragments; LTAR lowered. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) NO) LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-1 10 YR 2/2 — Sandy loam 1fsbk Very Friable — 0.4 0.8 Bt 1-20 10 YR 4/6 — Sandy clay loam 1fsbk Friable 20 0.25 0.5 Cr 20-52 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate rvc Kevisea i uwzuu i RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM it LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost-Varia nt PIT: 1-3 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 42 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 42 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation System system. 2 Depth to weathered bedrock ranges from —34-50 inches & reaches 1/3 of pit face area at 42 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCS (Rule .1941) CLAY (%) LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-6 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 6-38 10 YR 4/8 — Loam 1 fsbk Friable 25 0.3 0.6 BC 38-42 10 YR 5/8 MCS Sandy loam 1 msbk Fvery riablCr — 0.3 0.6 42-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 42 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist IVlimevibeu Iulzuul RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM rte. B I PA LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: J-1 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >24 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. Cr 18 inches total depth needed f MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate FIELD ESTIMATES III HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) CONY. (Rule .1955) A 0-1 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 1-18 7.5 YR 4/6 -45% rock fragments Sandy clay loam 2msbk Friable 20 0.25 0.5 Cr 18-24 RLWB NG Revlsea 1u/zuur RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist s. 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232,4700 F: 828.232.1331 WWW,BROOKSEA.COM 1 1 K S E N G I N E E R I N G A S S I ' LAND PLANNING CIVIL ENGINEERING 3 U R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: J-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 34 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 15 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 2 inches to >50% RF PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1958): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Bt horizon contains –50 percent rock fragments. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) CONY. (Rule .1955) A 0-2 10 YR 2/2 — Sandy loam 1fsbk Very Friable — — — Bt 2-15 10 YR 4/6 –50% rock fragments Sandy clay loam 1fsbk Friable 20 — — 2Cr 15-48 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 15 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NO Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM c .II OEM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: J-3 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 43 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >43 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. C 18 inches total depth needed 8 H FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (U/0) (Rule .1969) CONV. (Rule .1955) A 0-6 10 YR 4/3 — Loam Granular Friable — 0.4 0.8 Bt 6-31 7.5 YR 4/8 — Loam 1fsbk Friable 25 0.3 0.6 C 31-43 7.5 YR 4/8 MCS Sandy loam Massive Friable — 0.25 0.5 Cr 43 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NG Kevisea iu/'zuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM B 11 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saunook PIT: L-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): 43 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 54 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >54 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 Bt2 and 213C horizons have -40-45% rock12 fragments; LTAR reduced. 18 inches total depth needed FIELD ESTIMATES NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist y 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-1 10 YR 2/2 - Sandy loam Granular - 0.4 0.8 Friable Bt1 1-20 7.5 YR 3/4 - Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 20-41 7.5 YR 5/6 - Sandy clay 2msbk Friable 25 0.15 0.3 loam 213C 41-43 7.5 YR 5/6 MCS Sandy clay 2csbk Friable 20 0.1 0.2 loam 2C 43-54 MCS - Sandy loam Massive Friable - 0.25 0.5 2Cr 54 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist y 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM r B R 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: L-3 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo a SOIL DEPTH (Rule .1943): 48 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >76 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >76 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A ( 1 Provisional) suitable for subsurface bfdrip irri ation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-63 inches described from it; 63-76 inches described from auger boring. 18 inches total depth needed .$ FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCS (Rule .1941) N L I AK AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-7 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 7-31 7.5 YR 4/8 — Gravelly sandy clay loam 1fsbk Friable 25 0.25 0.6 BC 31-48 7.5 YR 4/8 — Gravelly sandy loam 1fsbk Friable — 0.25 0.5 CB 48-76 10 YR 54/6 MCS Loamy sand Massive Friable — 0.25 0.5 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist t 1- IVl' rCGVISGU 1 U/GUUJ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f: 828.232.1331 WWW.BROOKSEA.COM F R° BI1 K S E N G I N E E R I N G A S1 I P u LAND PLANNING CIVIL ENGINEERING SN RV EYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: L-4 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 19 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 49 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. 2 0-58 inches described from it; 58-72 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist t NG Kevisea IU/LUU/ RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) (Rule .1955) A 0-4 10 YR 3/3 - Sandy loam Granular Friable - 0.4 0.8 Bw1 4-17 7.5 YR 4/8 - Sandy clay loam 1 fsbk Friable 20 0.3 0.6 Bw2 17-32 10 YR 4/6 - Sandy clay loam 1fsbk Friable 20 0.3 0.6 BC 32-49 10 YR 4/6 - Sandy loam 1 msbk Friable - 0.3 0.6 CB 49-54 MCS 10 YR 4/6 Sandy loam Massive Friable - 0.25 0.5 C 54-72 MCS - Loamy sand Massive Firm - 0.2 0.4 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist t NG Kevisea IU/LUU/ RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM I B RII , LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS PIT: M-1 SECTION G COUNTY: Buncombe, NC DATE: May 19, 2008 PERCENT SLOPE (Rule .1940): 13 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 29 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 65 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >65 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.35 0.7 18 inches total depth needed I 4d 4 FIELD ESTIMATES 10 �y HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- ICONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) NO (Rule .1969 CONY. (Rule .1955) A 0-4 10 YR 3/3 - Sandy loam Granular Very Friable - 0.4 0.8 Bw 4-17 7.5 YR 5/8 - Sandy loam 1fsbk Friable - 0.35 0.7 BC 17-29 7.5 YR 5/6 - Sandy loam 1 msbk Friable - 0.3 0.6 CB 29-55 MCS 7.5 YR 5/6 Loamy sand Massive Friable - 0.25 0.5 C 55-65 MCS - Loamy sand Massive Friable - 0.25 0.5 Cr 65 RLWB ' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NU Kevisea iu/zuut RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 F: 828,232.1331 WWW.BROOKSEA.COM "j t B R 0 0 K S E N G I N1 Hj N G ASS ' i 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES ,rte f, F4 tz ' PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: M-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 31 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 31 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 7.5 YR 5/6 18 inches total depth needed ,4 FIELD ESTIMATES 10 r 6J wad NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist r, �9 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232,1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- ICONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-26 7.5 YR 5/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam BC 26-31 7.5 YR 5/6 MCS Sandy clay 2msbk Friable 20 0.3 0.6 loam 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 Cr 31-51 RLWB percent of the pit starting at 31 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist r, �9 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232,1331 WWW.BROOKSEA.COM B ( i I 1 1 LAND PLANNING CIVIL ENGINEERING S U R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: M-3 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 32 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >54 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisionallysuitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 18-32 18 inches total depth needed ,k jI MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day r MCS = Multicolored saprolite RF = Rock fragments `yam DESCRIBED BY: Jason D. Wheatley, Soil Science Associate h FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-2 10 YR 4/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-18 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 20 0.3 0.6 BC 18-32 7.5 YR 5/8 MCS Sandy loam 1 csbk Friable — 0.25 0.5 Cr 32-54 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 32 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist L 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828,232,1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: M-4 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 8 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 8 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 27 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >62 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): 2 CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 2 inches= regulated soil depth 20 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 Bt and C horizon contain –40-45 percent rock fragments. 28 inches total depth needed ! FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-8 7.5 YR 5/8 — Sandy clay loam 1fsbk Friable 20 0.25 0.5 C 8-27 MCS — Sandy loam Massive Friable — 0.2 0.4 Cr 27-62 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 27 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 4-4a 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F 828.232.1331 WWW.BROOKSEA.COM 11 K S E N G I N E E R I N G A S S 1 r LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: M-5 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 18 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) 0-54 inches described from pit; 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation System 54-72 inches described from auger boring. 3 LTAR12 lowered in C horizon due to firm saprolite. 18 inches total depth needed ' – FIELD ESTIMATES i m 'I E MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) MCS = Multicolored saprolite 1969) 19515) SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist A 0-1 10 YR 2/2 — Sandy loam Granular — 0.4 0.8 FVeryriabl Bt1 1-5 10 YR 2/2 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Bt2 5-16 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 16-18 7.5 YR 5/8 MCS Sandy clay loam 2csbk Friable 20 0.25 0.5 C 18=72 MCS — Sandy loam Massive Firm — 0.2 0.4 E NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4100 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: N-1 SECTION G COUNTY: Buncombe, NC I DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Falling ride SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >27 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable 1 Provisional) suitable for subsurface drip irrigation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) L I HK CLAY AEROBIC DRIP (O/0) 1969) CONY. (Rule955) A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-21 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 21-27 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day r MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate IVV 1\GVI.I.GV IVILVVI RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL EN6INEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: N-2 SECTION G COUNTY: Buncombe, NC I DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Falling ride SOIL DEPTH (Rule .1943): 26 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >74 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >74 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-52 inches described from it; 52-74 inches described from auger boring. 18 inches total. depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) L I AK AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-2 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-26 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 C 26-31 MCS — Sandy loam Massive Friable — 0.25 0.5 C2 31-74 MCS — Sandy loam Massive Firm — 0.25 0.4 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day x MCS = Multicolored saprolite RF =Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate VC -1 RewR$eu iurcwr RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: N-3 SECTION G COUNTY: Buncombe, NC ay 12, 2008 PERCENT SLOPE (Rule .1940): 13 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Falling ride SOIL DEPTH (Rule .1943): 24 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth + 0 inches = regulated saprolite depth 12 inches= regulated soil depth Calculated for: Subsurface drip irrigation irri system system. 2 0-56 inches described from it; 56-72 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (U/p) L I HK AEROBIC DRIP 1969) CONV. 19511 A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-18 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 26C 18-24 7.5 YR 5/6 MCS Sandy loam 2msbk Friable — 0.25 0.5 2C 24-72 MCS — Sandy loam Massive Friable — 0.25 0.5 li,A MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day f MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist i 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM w B ' 1 1 K 8 E N G I N E E R I 4384 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: N-4 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 19 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 51 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 51 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. Friable 18 inches total depth needed FIELD ESTIMATES M v HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N L I HK AEROBIC DRIP 1969) CONV. 1955) A 0-2 10 YR 2/2 — Sandy loam 1 fsbk Very Friable — 0.4 0.8 Bt 2-26 10 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 26-51 10 YR 5/6 — Sandy clay loam 1csbk Friable 20 0.25 0.5 Cr 51-53 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 51 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day, MCS = Multicolored saprolite RF = Rock fragments N DESCRIBED BY: Jacob L. Hale, Soil Science Associate IVI, RCVI�Cu 1%j1"wI RLHB = Restrictive layer — Hard bedrock RI -WB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM ,�I 4 i i i K S E N G I N E E R I N V A S S i C I A T E S P ' LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: 0-1 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 10 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 10 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >17 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): N/A FIELD ESTIMATES r�. HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) NO (Rule .1969) CONV. (Rule .1955) A 0-3 7.5 YR 3/2 — Sandy loam Granular Friable — — — Bt 3-10 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 — — Cr 10-17 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NG Kevisea iwzuui RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M r 'R 0 0 L..1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: 0-2 SECTION G COUNTY: Buncombe, NC I DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 22 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 43 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1 Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. 2 0-53 inches described from it; 53-72 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (U/Q) LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-2 7.5 YR 3/3 _ Sandy clay loam 2fsbk Friable 20 0.3 0.6 Bt 2-26 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 26-43 7.5 YR 5/6 MCS Sandy loam 1 csbk Friable — 0.25 0.5 C 43-72 MCS — Sandy loam Massive Friable — 0.25 0.5 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate -xy "4" muvwcu 1urcuuI RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828,232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SO RV EYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: 0-3 SECTION G COUNTY: Buncombe, NC DATE: Ma 12, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Colluvial Fan SOIL DEPTH (Rule :1943): 34 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 34 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >46 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) P visionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system. 0.3 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) L I AK AEROBIC DRIP .1969) le CONY. Rule A 0-2 7.5 YR 3/2 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-25 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 25-34 7.5 YR 5/6 -45% rock fragments Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 34-46 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 34 inches. [Rule .1956(6)(iii)] I MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate M -P r\6VIAOu lwlGvv1 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM B , 1 1 r i + 1 1 r l= LAND P L A N N I N 6 CIVIL ENGINEER[ N6 SU RVEYIN6 ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 — The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: 0-4 TSECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 15 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 19 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >73 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >73 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irri ation 9 system system. 2 0-58 inches described from it; 58-73 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES r r i r F—n HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- I CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) CONV. (Rule .1955) A 0-4 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 4-19 10 YR 4/8 — Sandy clay loam 1 fsbk Friable 20 0.3 0.6 CB 19-26 10 YR 4/6 MCS Sandy loam Massive Friable — 0.25 0.5 C 26-73 MCS — Loamy sand Massive Firm — 0.2 0.4 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day T>i MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist t 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 �w NU Kevisea 1u/zuuf RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments F: 828.232.1331 WWW,BROOKSEA.COM AAI IMUMOTT LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: 0-5 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 50 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-57 inches described from it; 57-72 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule (Rule (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) .1955) A 0-2 10 YR 2/2 — Sandy loam Granular F able — 0.4 0.8 Bt 2-14 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 14-50 7.5 YR 5/8 MCS Sandy clay loam 2csbk Friable 20 0.25 0.5 C 50-72 MCS — Sandy loam Massive Friable — 0.25 0.5 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day 1 MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: P-1 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 41 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 41 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >41 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 Depth to weathered bedrock ranges from 41 to >50 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-5 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt 5-30 10 YR 4/6 — Loam 1fsbk Friable 25 0.3 0.6 BC 30-41 7.5 YR 5/8 — Sandy loam 1 fsbk Friable — 0.3 0.6 Cr 41-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 41 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day F.9 MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist pA NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.GOM w;s�i LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: P-2 SECTION G COUNTY: Buncombe, NC I DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly ex ansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 32 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 56 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >56 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable ( 1 Provisional) suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-49 inches described from it; 49-56 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- I URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N L I AK AEROBIC DRIP (Rule9) 195e CONV. A 0-2 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-22 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 22-32 7.5 YR 4/6 MCC Sandy loam 2msbk Friable — 0.25 0.5 2C 32-56 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 56 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate IVI, RCV1z'VU IV/GVV/ RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 4< r 7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Aft– SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: P-3 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 21 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 27 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >37 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system Friable 25 18 inches total depth needed FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) L I HK AEROBIC DRIP 1969) CONY. (Rule955) A 0-2 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-16 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 16-21 7.5 YR 5/6 MCS Sandy loam 2msbk Friable — 0.25 0.5 2C 21-27 MCS — Sandy loam Massive Firm — 0.25 0.5 2Cr 27-37 RLWB iw "VV 0c ivi cvv RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 -F; 828.232.1331 WWW.BROOKSEA.COM B ' ' j ' 1 irk + LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: P-4 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 21 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 54 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >54 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisional) suitable for subsurface drip irrigation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite death Calculated for: Subsurface drip irrigation system system. 2 0-43 inches described from it; 43-54 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) LIAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (O/0) 1969) CONY. (Rule955) A 0-2 7.5 YR 3/3 — Sandy loam Granular Friable j — 0.4 0.8 Bt 2-18 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 18-21 7.5 YR 5/6 —35% rock fragments Sandy clay loam 2msbk Friable 20 0.25 0.5 2C 21-54 MCS — Sandy loam Massive Firm — 0.25 0.5 2Cr 54 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate ivv �cv wcu wcvv RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 _P; 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM BAft Eff LAND PLANNING CIVIL ENGINEERING S U R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808–The Cliffs at High Carolina LSWS SOIL SERIES: Tate LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (%) (Rule .1969) PIT: Q-1 SECTION G 0-5 COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 19 Friable CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e 0.8 SOIL DEPTH (Rule .1943): >74 inches 5-20 TOPOGRAPHY (Rule .1940): Uniform — RESTRICTIVE HORIZON (Rule .1944): >74 inches PARENT MATERIAL: Colluvium over Residuum Friable SEASONAL HIGH WATER TABLE (Rule .1942): >74 inches SOIL GROUP (Rule .1955): 3 0.5 TYPE OF WATER TABLE (Rule .1942): N/A 20-38 SAPROLITE GROUP (Rule .1956): N/A — CLASSIFICATION (Rule :1948): Provisionally suitable NOTES: 35 RECLASSIFIED (Rule .1948): N/A 0.4 1) Provisionally suitable for subsurface drip irrigation 38-50 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. Friable 18 inches total depth needed 6 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (%) (Rule .1969) CONY. (Rule .1955) A 0-5 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 5-20 7.5 YR 3/6 — Clay loam 1fsbk Friable 30 0.25 0.5 Bt2 20-38 10 YR 4/6 — Clay loam 2fsbk Friable 35 0.2 0.4 Bt3 38-50 7.5 YR 5/6 — Sandy clay loam 1 msbk Friable 20 0.25 0.5 213C 50-74 7.5 YR 5/8 — Gravelly sandy loam 1 msbk Friable — 0.25 0.5 NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock m , MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801' P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM F 1 G I 1 t 0 6 1 11 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Tate MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) PIT: Q-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 11 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Colluvial Bench SOIL DEPTH (Rule .1943): >76 inches Granular TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >76 inches PARENT MATERIAL: Colluvium SEASONAL HIGH WATER TABLE (Rule .1942): >76 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A 7.5 YR 5/8 SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 0.3 (1) Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. 2 0-57 inches described from it; 57-76 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES i i d HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-6 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 6-32 7.5 YR 5/8 — Sandy clay loam 1fsbk Friable 25 0.3 0.6 BC 32-43 7.5 YR 5/8 — Sandy loam 1 msbk Friable — 0.3 0.6 Bt2' 43-76 7.5 YR 4/8 — Clay loam 2fsbk Friable 30 0.25 0.5 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments -' DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 110.1 muvibuu Iulzuul RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM ( ; ' ' , 1 E E R 1116 ' k LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: Q-3 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 28 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 28 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >54 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irri ation g system system. 2 Bt horizon contains —40-45 percent rock fragments. 18 inches total depth needed �00 44 FIELD ESTIMATES 40 «gid t� M HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) LTAR CLAY AEROBIC DRIP N (Rule .1969) CONY. (Rule .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-28 7.5 YR 5/8 — Sandy clay loam 1 msbk Friable 20 0.2 0.4 Cr 28-54 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 28 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NG Kevisea iutzuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P:-828.232.4100 F: 828.232.1331 WWW,BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: Q-4 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 15 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 42 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-53 inches described from it; 53-72 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES y t�.ab1 'i –1 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) CONY. (Rule .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-32 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 32-42 7.5 YR 5/8 MCS Sandy clay loam 2csbk Friable 20 0.25 0.5 C 42-72 MCS — Sandy loam Massive Firm — 0.2 0.4 NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4100 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: R-1 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 29 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 29 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 18-29 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-1 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 1-18 7.5 YR 5/8 — Sandy clay loam 2msbk Friable 20 0.3 0.6 BC 18-29 7.5 YR 5/8 MCS Sandy loam 1csbk Friable — 0.3 0.6 Cr 29-48 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 29 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments ui DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTONSTREETASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM l 'R 0 0 " I �7 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: R-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 16 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 30 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 50 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. BC 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) (%) LTAR AEROBIC DRIP .1969) CONV. 19515) A 0-2 7.5 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-16 2.5 YR 5/6 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 BC 16-30 2.5 YR 4/8 MCS Sandy clay loam 2csbk Friable 20 0.25 0.5 C 30-50 MCS — Sandy loam Massive Firm — 0.25 0.5 Cr 50 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock =., MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist ;7 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM FIM B 0 0 i>soma a LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: S-1 SECTION G COUNTY` Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 53 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 53 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 1 Randomly oriented rock fragments in Bt1 and Bt2 horizons. 18 inches total depth needed '. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 3-25 7.5 YR 5/6 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 Bt2 25-42 7.5 YR 5/8 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 2Bt3 42-53 2.5 YR 5/8 — Clay loam 2fsbk Friable — 0.25 0.5 2Cr 53 RLWB xr' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee PIT: S-2 SECTION G COUNTY: Buncombe, NC DATE: May 12, 2008 PERCENT SLOPE (Rule .1940): 19 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 22 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >41 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip gation irri em system system. 2 Depth to weathered bedrock ranges from 34-41 inches and reaches 1/3 of pit face area at 36 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCS (Rule .1941) N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-5 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt 5-22 7.5 YR 5/8 — Sandy clay loam 1fsbk Friable 25 0.3 0.6 2C 22-36 5 YR 5/6 — Gravelly sandy loam Massive Firm — 0.25 0.5 2Cr 36-41 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 36 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day °j MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NU mevl5ea -I alGUa/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM E, LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES F ,mom I ua PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: A-1 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 10 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 10 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >22 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any surface or subsurface system. i (2) Depth to weathered bedrock ranges from 5-22 inches and reaches 1/3 of pit face area at 10 inches. 4Ld FIELD ESTIMATES 101 -=3 a Lj �,Ffl k u vw� HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (/0) (Rule .1969) CONY. (Rule .1955) A 0-3 7.5 YR 3/2 — Sandy loam Granular Friable — — — Bw 3-10 10 YR 4/8 — Loam 1 fsbk Friable 20 — — Cr 10-22 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 10 inches. [Rule .1956(6)(iii)) NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock =rte MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 5% gas Mum 'T LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: B-1 [SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >38 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system BC 19-24 18 inches total depth needed 141 4 FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (U/0) (Rule (Rule .1969) .1955) A 0-5 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 5-19 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 19-24 7.5 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2C 24-36 MCS — Sandy loam Massive Firm — 0.25 0.5 2Cr 36-38 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day -i MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictivelayer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 1 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW,BROOKSEA,COM A '1 ' VS S ' 1 1 F. i MW i 'I LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: B-2 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 17 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 19 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >34 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. 19-34 FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule ,1969) .1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-19 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 19-34 RLWB NC Revised 10/2007 ` MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock tq MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM R .11 ]PRO Sam LANG PLANNING CIVIL ENGINEERING SO RV EYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Saluda PIT: B-3 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 12 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 12 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >15 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule.1956): N/A CLASSIFICATION (Rule.1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): N/A 'u FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-1 7.5 YR 4/4 — Sandy loam Granular Friable — — — Bt 1-12 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 — — Cr 12-15 RLWB is MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments 9 DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: C-1 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Falling ride SOIL DEPTH (Rule .1943): 23 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 35 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. — 18 inches total depth needed FIELD ESTIMATES 10 a MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-18 10 YR 6/4 — Sandy clay 1 msbk Friable 20 0.3 0.6 loam BC 18-23 10 YR 6/4 MCS Sandy loam 1csbk Friable — 0.3 0.6 C 23-35 MCS — Sandy loam Massive Friable — 0.25 0.5 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 Cr 35-51 RLWB percent of the pit starting at 35 inches. [Rule .1956(6)(iii)] a MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LM I--*&— seff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 — The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: C-2 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 17 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 32 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >78 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >78 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches= regulated soil depth 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for Subsurface drip irrigation system system. 2 LTAR lowered in C horizon due to firmspots. (3 0-72 inches described from it; 72-78 in. from auger ray it MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate FIELD ESTIMATES 10 NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer— Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW,BROOKSEA.COM ':�1 MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-17 10 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam BC 17-32 10 YR 4/6 MCS Sandy clay 1 csbk Friable 20 0.25 0.5 loam C 32-78 MCS — Sandy loam Massive Friable — 0.2 0.4 Cr 78 RLWB NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer— Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW,BROOKSEA.COM ':�1 1 1 1 1 1 I 1 1 1 6 i i4h. t LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES f PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: D-1 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 26 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >74 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >74 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. 2 Pit is located immediately below dirt road.12 10 YR 4/6 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) Fill 20-0 Fill material — — — — — — — A 0-6 10 YR 2/2 — Sandy loam Granular Friable — 0.4 0.8 Bw 6-26 10 YR 4/6 — Sandy loam 1 msbk Friable — 0.35 0.7 C1 26-63 MCS — Loamy sand Massive Friable — 0.3 0.6 C2 63-74 MCS — Loamy sand Firm Firm — 0.2 0.4 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist r NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ' 1 1 K S E N G I N E E R I N G A S S I C I A T E S ' LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES l PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost-Varia nt PIT: D-2 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 29 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 34 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 45 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >57 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system 0.8 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET - ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232 1331-WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-4 10 YR 2/2 — Sandy loam Granular F — 0.4 0.8 able Bt 4-21 10 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam 26C 21-34 10 YR 4/6 MCS Sandy clay 2csbk Friable 20 0.25 0.5 loam 2C 34-45 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 45-57 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 45 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET - ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232 1331-WWW.BROOKSEA.COM 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: D-3 1 P COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 29 inches to saprolite BROOKS ENG 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: D-3 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 29 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 37 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. — 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ,_ti1J MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 3-20 10 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam BC 20-29 10 YR 4/6 MCS Sandy clay loam 1csbk Friable 20 0.25 0.5 C 29-37 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 37-51 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 37 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ,_ti1J SER LANG P L A N N I N 6 CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: D-4 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 16 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 50 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): 2 CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 10 inches = regulated soil depth + 4 inches= regulated saprolite depth Calculated for: Subsurface drip irri ation g system system with soil/saprolite rule .1956(6) applied. 2C1 20 inches total depth needed 1 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) CONY. (Rule .1955) A 0-3 7.5 YR 3/3 - Sandy loam Granular Friable - 0.4 0.8 Bt 3-16 7.5 YR 4/6 - Sandy clay loam 2msbk Friable 25 0.3 0.6 2C1 16-32 MCS - Sandy loam Massive Firm - 0.2 0.4 2C2 32-45 MCS - Sandy loam Massive Friable - 0.25 0.5 2C3 45-50 MCS - Sandy loam Massive Friable - 0.25 0.5 2Cr 50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 50 inches. [Rule .1956(6)(iii)] NG Kevisea 1u/zuut RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist IY; 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .Ift, OEM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Cowee PIT: E-1 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system. 2 Depth to weathered bedrock ranges from �21 to 38 inches & reaches 1/3 of pit face area at -24 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-5 10 YR 3/4 — Loam Granular Friable — 0.35 0.7 Bt 5-15 5 YR 4/6 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 BC 15-24 5 YR 4/8 MCS Sandy loam 1 msbk Friable — 0.25 0.5 Cr 24-48 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 24 inches. (Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments LIM DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist IVU KeV15e0 1 V/GW RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f: 828.232.1331 WWW.BROOKSEA.COM MF saff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: E-2 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Falling ride SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 87 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >87 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Pro isionally suitable for subsurface dripirrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-60 inches described from it; 60-87 inches from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCS (Rule .1941) N L I AK AEROBIC DRIP 1969) CONY. 195e A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-18 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 18-31 10 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.4 2C 31-87 MCS — Sandy loam Massive Firm — 0.2 0.4 2Cr 87 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day F,7 MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate IYIJI\OV1=U IV/GVV/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM B 11 K S E N G I N E E R I N G A S S 1 �1 LAND PLANNING CIVIL ENGINEERING SG RVETING ems¢ ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean PIT: E-3 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 26 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 43 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >43 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 0.7 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) LTAR CLAY AEROBIC DRIP (%) (Rule .1969) CONV. (Rule .1955) A 0-4 10 YR 3/3 — Sandy loam Granular Very FriBw — 0.4 0.8 4-11 10 YR 5/6 — Sandy loam 1 msbk Friable — 0.35 0.7 BC 11-26 10 YR 5/6 MCS Loamy sand 1msbk Very Friable — 0.3 0.6 C 26-43 MCS — Loamy sand Massive Very Friable — 0.3 0.6 Cr 43 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NG 28801 P: 828.232.4700 - F: 828.232,1331 WWW.BROOKSEA.COM I R I 1 1 C I ATE S P , rum LAND PLANNING CIVIL ENOINEERIN0 SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: E-4 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 19 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system system. 26C a> FIELD ESTIMATES 10 F Cari F." 4� HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) LTAR CLAY AEROBIC DRIP (Rule N 1969) CONV. (Rule 1955) A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-13 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 13-18 10 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.3 0.6 2Cr 18-36 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 18 inches. [Rule .1956(6)(iii)j MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NG Kevisea 1u/zuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: F-1 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Toeslo e SOIL DEPTH (Rule .1943): 56 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 131 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >131 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 2 0-60 inches described from it; 60-131 inches+ ___j0 described from auger boring. FIELD ESTIMATES 01 NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments ` DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828._232.4700 _ F: 828.232.1331 WWW.BROOKSEA.COM ire MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-6 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt1 6-28 10 YR 3/6 — Loam 2fsbk Friable 25 0.3 0.6 Bt2 28-44 7.5 YR 5/6 — Sandy clay 1 msbk Friable 20 0.3 0.6 loam BC 44-56 10 YR 3/8 — Sandy loam 1 csbk Very Friable — 0.3 0.6 2C 56-131 MCS — Loamy sand Massive Very Friable — 0.3 0.6 2Cr 131 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments ` DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828._232.4700 _ F: 828.232.1331 WWW.BROOKSEA.COM ire r .11 LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: F-2 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): >52 inches TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >74 inches PARENT MATERIAL: Colluvium SEASONAL HIGH WATER TABLE (Rule .1942): >52 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-42 inches described from it; 42-52 inches described from auger boring; robed to 74 inches. 18 inches total depth needed FIELD ESTIMATES u rF 64 MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock URE -ENCE DRIP RF = Rock fragments (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-7 7.5 YR 2/2 - Loam Granular Friable - 0.35 0.7 Bt1 7-22 7.5 YR 4/6 - Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 22-35 10 YR 3/6 - Loam 2fsbk Friable 20 0.3 0.6 Bt2 35-46 7.5 YR 4/6 - Loam 2fsbk Friable 25 0.3 0.6 BC 46-52 10 YR 4/6 - Sandy loam 1fsbk Friable - 0.3 0.6 Stopped by rock fragments at 52 inches; 52 probed to 74 inches NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS ISOILSERIES: Pi eonroost Variant PIT: F-3 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 60 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) A stone/boulder vein runs through 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system it but occupies <1/3 of it face. 3 0-36 inches described from pit; 36-60 inches described from auger boring. 18 inches total depth needed 'µ FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule 1969) CONY. (Rule .1955) A 0-6 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt 6-20 10 YR 4/6 — Sandy clay loam 1 fsbk Friable 25 0.3 0.6 C 20-60 MCS — Loamy sand Massive Firm — 0.2 0.4 Cr 60 RLWB `,4m MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments -to DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM L, LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: F-4 SECTION L COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 30 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 45 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 10 YR 4/6 — 18 inches total depth needed FIELD ESTIMATES F r az�p� AL1 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW,BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (U/0) (Rule (Rule .1969) .1955) A 0-2 10 YR 3/3 — Sandy loam Granular fable ery FV — 0.4 0.8 Bw 2-19 10 YR 4/6 — Sandy clay 1 msbk Friable 20 0.3 0.6 loam BC 19-30 10 YR 4/6 MCS Sandy loam 1 msbk Very Friable — 0.3 0.6 C 30-45 MCS — Loamy sand Massive Very Friable — 0.3 0.6 Cr 45 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW,BROOKSEA.COM �1 B 1 " NEERI NV ! ' IATES� PA f LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: G-1 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 14 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 14 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any subsurface septic system. n ;moi 4 FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule (Rule (Rule .1941) (Rule .1941) (Rule .1941) N 1969) .1955) A 0-4 10 YR 3/3 — Loam Granular Friable — — — Bw 4-14 7.5 YR 4/6 — Sandy clay loam 1fsbk Friable 20 — — Cr 14-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 14 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM r"17 r� fr MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: G-2 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 27 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 62 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >62 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .194$): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-54 inches described from it; 54-62 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCS DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/4 — Sandy loam Granular Friable — 0.4 0.8 Bw 5-21 7.5 YR 4/6 — Sandy loam 1fsbk Very Friable — 0.35 0.7 BC 21-31 7.5 YR 4/6 MCS Sandy loam 1csbk Very Friable — 0.3 0.6 C 31-62 MCS — Loamy sand Massive F able - 0.25 0.5 Cr 62 RLWB NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BR00KSEA.00M L, - I r LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES t PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Edne ville PIT: G-3 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 31 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 85 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >85 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-64 inches described from it; 64-85 inches described from auger boring. 18 inches total depth needed d FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 2/2 — Sandy loam Granular Friable — 0.4 0.8 Bw 5-21 10 YR 4/6 — Sandy loam 1fsbk Very Friable — 0.35 0.7 BC 21-31 10 YR 4/6 MCS Sandy loam 1csbk Very Friable — 0.3 0.6 C1 31-38 MCS — Loamy sand Massive Friable ery — 0.3 0.6 C2 38-85 MCS - Loamy sand Massive Firm — 0.2 0.4 Cr 85 RLWB 61 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments 64 DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments L' 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM Bi1 K S E N G I N E E R I N G A S S 1 um LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: H-1 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 39 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 19 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from -12-42 inches and reaches 1/3 of it face area at 19 inches. 18 inches total depth needed ;GJ FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 5-19 10 YR 4/6 — Sandy loam 2fsbk Friable — 0.35 0.7 Cr 19-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 19 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments 3J DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM B R 1 1 K 8 E N G I N E E R I N G A S S 1 C I A T E S ' LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES (MRM it moi 'ESI PROJECT NO. AND NAME: 307808– The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: H-2 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule :1940): 30 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 30 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 145 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >145 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 2 0-65 inches described from it; 65-145 inches Described from auger boring. 18 inches total depth needed ;tea FIELD ESTIMATES is ,, HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-6 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bw 6-21 10 YR 5/8 — Loam 1 msbk Friable — 0.3 0.6 BC 21-30 10 YR 5/6 - Sandy loam 1 msbk Friable — 0.3 0.6 C 30-145 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 145 RLWB i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments i:= t DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM B 11A S S 1 P' T LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee PIT: 1-1 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >44 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from –31-42 inches reaching1/3 it face at –36 inches. t, 4 FIELD ESTIMATES r HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) LTAR CLAY AEROBIC DRIP (%) (Rule .1969) CONV. (Rule .1955) A 0-3 7.5 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt1 3-14 5 YR 5/8 — Loam 2fsbk Friable 25 0.3 0.6 Bt2 14-31 2.5 YR 4/6 — Clay loam 2fsbk Friable 30 0.25 0.5 2C 31-36 MCS — Loam Massive Firm — 0.15 0.3 2Cr 36-44 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 36 inches. [Rule .1956(6)(iii)] 4 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NG Revisea 1u/zuu/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.-232.4700 F.-828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING S 9 R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS ISOIL.SERIES: Saluda PIT: 1-2 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 14 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 14 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >55 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any subsurface septic system. FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) NO (Rule (Rule .1969) .1955) A 0-4 10 YR 3/3 — Loam Granular Friable — — — Bw 4-14 10 YR 4/6 — Loam 2fsbk Friable 20 — — Cr 14-55 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 14 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments 'I DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist tea,' 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Evard PIT: J-1 SECTION L COUNTY: Buncombe, NC DATE: June 23, 2008 PERCENT SLOPE (Rule .1940): 34 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 42 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 78 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >78 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-65 inches described from it; 65-78 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP e (Rule (Rule .1941) (Rule .1941) (Rule .1941) NO) 1969) .1955) A 0-7 7.5 YR 3/2 — Loam 2fsbk Friable 20 0.3 0.6 Bt 7-31 5 YR 4/8 — Clay loam 1fsbk Friable 30 0.25 0.5 213C 31-42 5 YR 4/6 MCS Loam 1csbk Friable — 0.25 0.5 2C 42-78 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 78 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 1012007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC28801P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO, AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: HORIZON PIT: C-3 SECTION M COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 49 (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw 10 YR 2/2 SOIL DEPTH (Rule .1943): >66 inches Loam TOPOGRAPHY (Rule .1940): Uniform Friable RESTRICTIVE HORIZON (Rule .1944): 66 inches to >50% RF PARENT MATERIAL: Colluvium 0.7 SEASONAL HIGH WATER TABLE (Rule .1942): >66 inches SOIL GROUP (Rule .1955): 3 7.5 YR 3/6 TYPE OF WATER TABLE (Rule .1942): N/A Sandy clay SAPROLITE GROUP (Rule .1956): N/A Friable CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) Bt contains–20-25% rock fragments. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day i MCS = Multicolored saprolite RF = Rock fragments ti DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NG 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-7 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt1 7-26 7.5 YR 3/6 — Sandy clay 1 msbk Friable 25 0.3 0.6 loam Bt2 26-39 10 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam BC 39-66 10 YR 4/6 MCC Sandy loam 1 msbk Friable — 0.3 0.6 66 >50% rock fragments MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day i MCS = Multicolored saprolite RF = Rock fragments ti DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NG 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM i� .II K S EN GIN EERI NG ASSO-CIATESP OEMI ;- LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES 77 PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS PIT: D-5 SECTION M COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 60 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 13 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 13 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >26 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable . NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any subsurface septic system. (2) Depth to weathered bedrock ranges from –10-26 inches and reaches 1/3 of pit face area at 13 inches. FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) CLAY (%) LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-6 10 YR 3/3 — Loam Granular Friable — — — Bw 6-13 10 YR 4/6 — Sandy loam 1 fsbk Very Friable — — — Cr 13-26 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 13 inches. [Rule .1956(6)(iii)] 4 NC Revised 10/2007 ' « MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer— Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM lel !i 1 F LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES 1 PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS PIT: E-6 SECTION M COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 59 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches= regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from 0 to —32 inches and occupies 1/3 of pit face area at —24 inches. 18 inches total depth needed 6j, i 4 FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 5-24 10 YR 4/6 — Sandy loam 1fsbk Friable ery — 0.35 0.7 Cr 24-32 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 24 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 A MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer— Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments 'E. DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 628.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: E-7 SECTION M COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 43 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 65 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >65 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 0.3 0.6 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) N LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-3 10 YR 3/4 — Sandy loam 1fsbk Friable — 0.35 0.7 Bw 3-11 10 YR 4/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 BC 11-24 10 YR 5/6 — Sandy loam 1 msbk Friable — 0.3 0.6 CB 24-65 2.5 Y 5/4 MCS Loamy sand Massive Very Friable — 0.25 0.5 Cr 65 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: E-8 SECTION M COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 29 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >38 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) Pit appears to be in old roadbed. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system The upper part is compacted and exhibits some anthropomorphic platy structure. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) CONY. (Rule .1955) A 0-1 10 YR 4/4 — Sandy loam Granular Friable — 0.4 0.8 Bt 1-18 10 YR 4/6 — Sandy clay loam 2fsbk Friable 25 0.3 0.6 BC 18-29 10 YR 5/6 MCS Sandy loam 1 msbk Very Friable — 0.3 0.6 C 29-38 MCS — Sandy loam Massive Very Friable — 0.25 0.5 Cr 38 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 -F: 828.232.1331 WWW.BROOKSEA.COM .II K S E N G I N E E R I N G A S S 1 ,:ray Ism, LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: F-6 SECTION M COUNTY: Buncombe, NC DATE: Jul 3, 2008 PERCENT SLOPE (Rule .1940): 50 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from –12-36 inches and occupies 1/3 of pit face area at –20 inches. 18 inches total depth needed FIELD ESTIMATES 10 f i HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSISTI -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 4-20 10 YR 4/6 — Sandy loam 1fsbk Very Friable — 0.35 0.7 Cr 20-36 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM it ' 1 ' 1 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES fi �a PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: F-7 SECTION M COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 44 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 25 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 74 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >74 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system CB 25-44 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (O/0) (Rule969) 1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 3-25 10 YR 4/6 — Sandy loam 1 msbk Friable — 0.35 0.7 CB 25-44 5 Y 5/4 MCS Loamy sand Massive Very Friable — 0.3 0.6 C 44-74 MCS — Loamy sand Massive FVery riablCr — 0.25 0.6 74 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day ,..1 MCS = Multicolored saprolite RF =Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM l B R 0 01 S E N G I N E E R I N G A S S 1 C I A T E S '' LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: G-3 SECTION M COUNTY: Buncombe, NC [DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >26 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) Depth to weathered bedrock ranges 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for Subsurface drip irrigation system from —12-26 inches and occupies 1/3 of pit face area at —18 inches. 3) WB is like) to be permeable. 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Friable — 0.4 0.8 Bw 2-18 10 YR 4/6 — —] Sandy loam I 1 msbk Friable — 0.35 0.7 Cr 18-26 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 18 inches. (Rule .1956(6)(iii)] 39 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day .. MCS = Multicolored saprolite RF = Rock fragments 6A DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NG Kevisea 1u/1uut RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331- WWW,BROOKSEA.COM iu_ r B 11 '1a LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES tam PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: G-4 SECTION M COUNTY: Buncombe, NC DATE: Jul 3, 2008 PERCENT SLOPE (Rule .1940): 43 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 34 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 2) Depth to weathered bedrock ranges 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system from –24-40 inches and occupies 1/3 of pit face area at –34 inches. (3) Pit is in old dirt road bed. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule (Rule (Rule .1941) (Rule .1941) (Rule .1941) N%) 1969) 1955) AB 0-3 10 YR 3/6 — Sandy loam 1 msbk Friable — 0.4 0.8 Bw 3-14 10 YR 4/6 — Sandy loam 1fsbk Friable — 0.35 0.7 BC 14-24 10 YR 5/6 — Sandy loam 1 msbk Very Friable — 0.3 0.6 CB 24-34 2.5 Y 5/4 MCS Loamy sand Massive Very Friable — 0.25 0.5 Cr 34-40 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 34 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF =Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM c=4 ram 601 1 B ' ' l 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: H-2 ]SECTION M COUNTY: Buncombe, NC ]DATE: Jul 3, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 12 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 12 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >15 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any subsurface septic system. (2) Depth to weathered bedrock ranges from -6-15 inches and reaches 1/3 of pit face area at -12 inches. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-3 10 YR 2/2 — Sandy loam Granular Friable — — — Bw 3-12 10 YR 4/6 — Sandy loam 1 fsbk Friable — — — Cr 12-15 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 12 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments <LL DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P': 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM 5 r �s l LAND PLANNING CIVIL ENOINEERING SURVEYING ENVIRONMENTAL SERVICES k PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda -Variant PIT: H-3 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 38 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 7 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 7 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any surface or subsurface septic system. ti FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-2 10 YR 4/4 — Sandy loam Granular Very Friable — — — Bt 2-7 10 YR 4/6 — Sandy clay loam 2msbk Friable — — — Cr 7-53 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 7 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 64 (R 0 0 K S E N G I N E E R I N G A S S 1 C I A T E S P A �R LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS 6011- SERIES: Saluda PIT: 1-1 SECTION M COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 13 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 13 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >20 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any subsurface septic system. (2) Depth to weathered bedrock ranges from -10-20 inches and reaches 1/3 of pit face area at 13 inches. '.ftq FIELD ESTIMATES 110 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule (Rule (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) .1955) A 0-3 10 YR 3/3 — Loam Granular Friable — — — Bw 3-13 7.5 YR 4/6 — Loam 2fsbk Friable — — — Cr 13-20 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 13 inches. [Rule .1956(6)(iii)] ' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments 'tiyV DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: 1-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 29 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 10 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 10 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >10 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule.1948): N/A (1) Unsuitable for any surface or subsurface septic system. l FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — — — Bw 4-10 10 YR 4/6 — Sandy loam 1 fsbk Friable — — — Cr 10 RLWB NC Revised 10/2007 koJ MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock >s4 MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ;R11 L A N 0 PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Saluda PIT: 1-3 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 35 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 11 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 11 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any surface or subsurface septic system. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 10 YR 4/4 — Sandy loam Granular Very Friable — — — Bt 2-11 10 YR 4/6 — Sandy clay loam 2msbk Friable — — — Cr 11-51 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 11 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer— Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 'i 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM L ��1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES i r `F t:a ria PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: J-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 29 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >21 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from —14-2112 inches and occupies 1/3 of it face area at —18 inches. 18 inches total depth needed FIELD ESTIMATES 10 5 rzu�{ HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-7 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 7-18 10 YR 4/6 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 Cr 18-21 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 18 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM is=�>s t ENGINEERINGi t i LANG PLANNING CIVIL ENOINEERIN0 SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS __JSECTION SOIL SERIES: Pi eonroost PIT: J-2 M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to saprolite TOPOGRAPHY (Rule. 1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >24 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irri ation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 18-24 MCS 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 3-18 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 C 18-24 MCS s/ Sandy loam Massive Friable — 0.25 0.5 Cr 24 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM it= r I i 694 .II LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 -The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: J-3 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 33 inches to weathered bedrock TOPOGRAPHY (Rule. 1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 33 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >54 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule.1956): N/A CLASSIFICATION (Rule.1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 2) Bt and BC horizons contain -25-30% 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system rock fra ments.12 7.5 YR 4/6 18 inches total depth needed - FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-2 10 YR 4/4 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 2-24 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 24-33 7.5 YR 4/6 — Sandy clay loam 2csbk Friable 20 0.25 0.5 2Cr 33-54 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 33 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hardbedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments :d DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828,232.1331 WWW.BR00KSEA.00M r 4 LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost-Varia nt PIT: J-4 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 33 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 33 in. to US saprolite PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >46 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 12-33 10 YR 4/6 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) NO (Rule (Rule .1969) .1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-12 10 YR 3/6 — Loam 1fsbk Friable 25 0.3 0.6 BC 12-33 10 YR 4/6 — Sandy clay loam 1fsbk Friable — 0.3 0.6 2C 33-46 MCS 7.5 YR 5/6 Gravelly Sandy clay loam Massive Friable 250 — — 2Cr 46 RLWB NC Revised 10/2007 `-_ MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer- Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments .a DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 W W 8R00KSEA.00M L B R 0 0 K S E N G I N E ER I N G i S S I C I 1 i LAND PLANNING. CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES l PROJECT NO. AND NAME: 307808 –The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: K-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 23 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >23 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system C 18-23 18 inches total depth needed !,µ FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (0/0) (Rule (Rule .1969) .1955) A 0-3 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-18 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 C 18-23 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 23 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments i. DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BR00KSEA.00M Aw LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: K-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 29 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a ENGINEERING TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 25 inches to WB PARENT MATERIAL: Residuum BROOKS ASSOCIATES, PA SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable Aw LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: K-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 29 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 25 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 20-25 MCS 18 inches total depth needed '.1j 1 4 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-5 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 5-20 7.5 YR 5/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 C 20-25 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 25-32 RLWB } MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day -.. MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM -j OEM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: K-3 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 24 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 26 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 26 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from —21-53 inches and occupies 1/3 of pit face area at —26 inches. 18 inches total depth needed - FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955 A 0-7 10 YR 3/3 — Loam Granular Friable — 0.3 0.8 Bt 7-26 7.5 YR 4/6 — Loam 2fsbk Friable 25 0.3 0.6 Cr 26-53 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 26 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828,232.1331 WWW.BROOKSEA,COM , -A r .II LAND PLANNING CIVIL ENGINEERING SURVEYING - ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: L-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 60 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches =slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system BC 27-36 ,;Y 4 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-6 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 6-27 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 27-36 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 C 36-60 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 60 RLWB L,j MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day ,. MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: L-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 70 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 70 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >70 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948); Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system BC 19-53 18 inches total depth needed 4 FIELD ESTIMATES No HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-11 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt1 11-19 10 YR 4/6 — Sandy clay loam 2fsbk Friable 25 0.3 0.6 BC 19-53 10 YR 4/6 — Sandy loam 1 msbk Friable — 0.3 0.6 2Bt2 53-70 7.5 YR 5/8 — Sandy clay loam 1 msbk Friable 30 0.25 0.5 2Cr 70 RLWB 'y MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM r_sMEN own a a LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: M-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 27 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 79 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 89 inches to WB PARENT MATERIAL: Colluvium over residuum SEASONAL HIGH WATER TABLE (Rule .1942): >89 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches= trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 B horizons contain 5 to 10% rock fragments. (3) Pit depth: 0 – 56 inches; Boring depth: 56 – 89 inches. 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-4 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt1 4-36 10 YR 4/6 — Loam 2fsbk Friable 25 0.3 0.6 Bt2 36-64 7.5 YR 4/6 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 BC 64-79 10 YR 5/6 — Sandy loam Massive Friable — 0.3 0.6 2C 79-89 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 89 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM _,J i R ( 0 K S E N G I N E E R I N G i S S 0 C I i i A& LAND PLANNING CIVIL ENGINEERING SUItVEYIN0 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: N-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 52 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 80 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >80 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1 Provisionally suitable for subsurface drip irriation 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 0-52 inches described from it; 52-80 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-8 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 8-26 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 26-52 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 0.3 0.6 C 52-80 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 80 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments ': ,J DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M _; B I ' ( i LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: N-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): >60 inches TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >60 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): 52 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): Apparent SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system. 2 0-52 inches described from it; 52-60 inches described from auger boring. 18 inches total depth needed r-119 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate d FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 7.5 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt 5-18 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC1 18-52 10 YR 5/6 –15% rock fragments Sandy clay loam 2msbk Friable 20 0.25 0.5 BC2 52-60 5 YR 4/6 2.5 Y 6/2 Sandy clay loam Blocky Friable 20 — — NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .11 r LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 60111- SERIES: Pi eonroost PIT: 0-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 31 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 23 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >37 inches SOIL GROUP (Rine .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system C 23-32 18 inches total depth needed u FIELD ESTIMATES 10 l; HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-23 7.5 YR 4/6 –40% rock fragments Sandy clay loam 2msbk Friable 25 0.3 0.6 C 23-32 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 32-37 RLWB i NC Revised 10/2007 w MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer— Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM rte, .II K S E N G I N E E R I N G ASS 1 , LANG PLANNING CIVIL ENGINEERING SORVEyING ENVIRONMENTAL SERVICES c PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 6011- SERIES: Pi eonroost PIT: 0-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): Not taken CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 38 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to >50% RF PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >43 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.6 BC 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-19 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 19-38 7.5 YR 4/6 >50% rock fragments MCS Sandy clay loam 2msbk Friable 20 — — Cr 38-43 RLWB NC Revised 10/2007 a_ _ MCA =Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments E DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LI I'll K S E N G I N E E R I N G A S S 0 C I A TE S P A LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES '77 PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Pi eonroost PIT: 0-3 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 30 inches to >50% rock fragments TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to >50% RF PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): NIA CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) Cr horizon is highly fractured 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches =regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system schistose w/RLWB. Channers and flags interspersed with 0 loam sand. Coarse fragments occupy �70 /o of horizon. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) (Rule955) A 0-7 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 7-30 10 YR 4/6 — Sandy clay loam 2fsbk Friable 20 0.3 0.6 Cr 30-60 10 YR 4/6 >50% rock fragments Loamy sand Massive Friable — — — MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day r:.;. MCS = Multicolored saprolite RF = Rock fragments -: DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist T� NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM IR'0 ' , LAND PLANNING CIVIL ENGINEERING SO R V E Y I N G ENYIRONMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Peaks PIT: P-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 4 inches to >50% rock fragments TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 4 inches to >50% RF PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >30 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any surface or subsurface septic system. (2) 2C contains 75 to 90% rock fragments. (3) Pit is in an old dirt roadbed '.0i 4 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) LTAR CLAY AEROBIC DRIP (%) (Rule .1969) CONY. (Rule .1955) A 0-4 10 YR 3/3 — Loam Granular Friable 20 — — 2C 4-30 10 YR 4/6 >50% rock fragments Sandy loam Massive Friable — — — 2Cr 30 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock A MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments LIA DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM r LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES tai PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: P-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 37 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 32 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Friable 25 18 inches total depth needed FIELD ESTIMATES F r HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- I URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-8 10 YR 3/2 — Loam Granular Friable — 0.35 0.7 Bt 8-26 10 YR 4/6 — Sandy clay loam 2fsbk Friable 25 0.3 0.6 BC 26-32 10 YR 4/6 — Sandy clay loam 1fsbk Friable 20 0.25 0.5 Cr 32 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day A MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NL; Kevlsea iuucuut RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM r B, ' I 1 1 a LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES ter PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Tate PIT: P-3 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 23 CLAY MINERALOGY (Rule .1941): Mixed LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 100 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 110 inches to WB PARENT MATERIAL: Colluvium over residuum SEASONAL HIGH WATER TABLE (Rule .1942): >110 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) 0-63 inches described from pit; 6 inches = trench depth inches = slope correction soil depth 12 inches =regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 63-110 inches described from auger boring.+ 3) 2Cr horizon begins at a depth of 110 inches. 18 inches total depth needed FIELD ESTIMATES NC Revised 10/2007 iw MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-5 10 YR 3/3 - Loam Granular Friable - 0.35 0.7 Bt1 5-30 10 YR 4/6 - Clay loam 2fsbk Friable 30 0.25 0.5 Bt2 30-49 10 YR 4/6 - Sandy clay 1fsbk Friable 20 0.3 0.6 loam BC1 49-60 10 YR 4/6 - Sandy loam 1 msbk Friable - 0.3 0.6 2Bt3 60-93 10 YR 4/6 - Sandy clay 1 msbk Friable 30 0.25 0.5 loam 2BC2 93-100 10 YR 4/6 MCS Sandy loam 1 msbk Friable 20 0.25 0.5 2C 100-110 MCS - Loamy Sand Massive Friable - 0.25 0.5 NC Revised 10/2007 iw MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM f I I " I 1 ' l I I LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS 6011- SERIES: Tate PIT: P-4 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): 70 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 96 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >96 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule.1956): N/A CLASSIFICATION (Rule.1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 2 0-60 inches described from it; 60-96 inches described from auger boring. 18 inches total depth needed �� FIELD ESTIMATES 10 NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock .. MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments \, DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 628.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-4 7.5 YR 3/3 - Loam Granular Friable - 0.35 0.7 Bt 4-36 7.5 YR 4/4 - Loam 2msbk Friable 25 0.3 0.6 Ab 36-45 7.5 YR 3/3 - Sandy clay 2csbk Friable 20 0.3 0.6 loam Bt 45-70 10 YR 4/6 - Sandy clay 2msbk Friable 25 0.3 0.6 loam 2C 70-96 MCS - Sandy loam Massive Friable - 0.25 0.5 2Cr 96 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock .. MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments \, DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 628.232.1331 WWW.BROOKSEA.COM r 1 1G I N E E R I N G ; S S 1 P A LANG PLANNING CIVIL ENGINEERING SO R V E Y I N G ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: Q-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 27 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 27 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >37 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule.1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches= slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.3 0.6 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-27 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Cr 27-37 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day Q, MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NL; Kevisea -iuizuut RLHB = Restrictive layer— Hard bedrock RLWB= Restrictive layer—Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM i EMISSIONS ,yam LANG PLANNING CIVIL ENOINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: Q-3 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >38 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. 25 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (�/Q) LTAR AEROBIC DRIP (Rule 1969) CONY. (Rule 1955) A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-20 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 20-36 10 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 36-38 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF =Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM B 11 K 8 E N G I N E E R I N G A S S 1 LAND PLANNING CIVIL ENGINEERING SU RV ETI NG ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: Q-4 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 21 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955):3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system system. 0.6 18 inches total depth needed t FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSISTI -ENCE IDRIP (Rule .1941) LTAR CLAY AEROBIC (Rule 1969) CONV. (Rule .1955) A 0-5 10 YR 3/2 — Loam Granular Friable — 0.35 0.7 Bw 5-21 10 YR 4/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 C 21-32 MCS — Loamy sand Massive Firm — 0.2 0.4 Cr 32 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock <: MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM t' 1 I' S E I 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: Q-5 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 57 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 63 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >63 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth. Calculated for: Subsurface drip irrigation system system. 28-57 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-6 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 6-28 10 YR 4/6 — Sandy loam 1fsbk Friable — 0.35 0.7 BC 28-57 10 YR 4/6 MCS Sandy loam 1 msbk Very Friable — 0.3 0.6 C 57-63 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 63 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day -.r MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLH13= Restrictive layer- Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ;i t,. .11 K S E N G I N E E R I N G A S S 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES i PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: Q-6 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Toeslo a SOIL DEPTH (Rule .1943): 26 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 57 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >57 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 2 0-46 inches described from it; 46-57 inches described from auger boring. FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 7.5 YR 3/3 — Loam 2msbk Friable 20 0.35 0.7 Bt 5-15 7.5 YR 4/6 — Loam 2msbk Friable 25 0.3 0.6 BC 15-26 7.5 YR 4/6 MCS Loam 2msbk Friable 20 0.25 0.5 2C 26-57 MCS — Sandy loam Massive Friable — 0.2 0.4 2Cr 57 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments k DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 f: 828.232.1331 WWW,BROOKSEA.COM i 1 h_ B LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saunook PIT: Q-7 SECTION M COUNTY: Buncombe, NC DATE: July 23, 2008 PERCENT SLOPE (Rule .1940): 20 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): 70 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 92 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >94 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-52 inches described from it; 52-94 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NG Revised 1012007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW,BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-6 7.5 YR 3/2 - Sandy loam 2msbk Friable - 0.4 0.8 Bt1 6-30 7.5 YR 4/4 - Loam 2csbk Friable 25 0.3 0.6 Ab 30-37 7.5 YR 3/3 - Loam 2csbk Friable 20 0.3 0.6 Bt2 37-55 10 YR 5/6 - Sandy clay 2csbk Friable 25 0.3 0.6 loam 213C 55-70 10 YR 5/6 MCS Sandy clay Blocky Friable 20 0.25 0.5 loam 2C 70-92 MCS - Sandy loam Massive Friable - 0.25 0.5 2Cr 92-94 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NG Revised 1012007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW,BROOKSEA.COM PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS 6011- SERIES: Saunook PIT: R-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 54 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 93 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >93 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-61 inches described from it; 61-93 inches described from auger boring. 18 inches total depth needed ad FIELD ESTIMATES 10 NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock A MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) (Rule .1955) A 0-6 7.5 YR 3/3 - Sandy loam Granular Friable - 0.4 0.8 Bt1 6-32 7.5 YR 4/4 - Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 32-44 7.5 YR 4/4 -30% rock Sandy clay 2msbk Friable 25 0.3 0.6 fragments loam 213C 44-54 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2C 54-93 MCS - Sandy loam Massive Friable - 0.25 0.5 2Cr 93 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock A MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 1 I K S E N G I NE E R I N G A S S 1 ' �&4 .� LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saunook PIT: R-2 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 18 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 45 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 72 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 2 0-45 inches described from it; 45-72 inches described from auger boring. k - FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-7 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 7-45 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2C 45-72 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 72 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC =Multicolored colluvium gallons per square foot per day MCS =Multicolored saprolite RF = Rock fragments `E DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828,232.4701 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES L PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: R-3 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 63 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule. 1944): 96 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >96 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irri ation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-63 inches described from it; 63-96 inches described 0 from auger boring.3) BC1 contains -35% rock fragments. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-6 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 BC1 6-29 5 YR 4/6 MCS Sandy clay loam 2msbk Friable 25 0.25 0.5 BC2 29-63 5 YR 4/6 MCS Sandy clay loam 2csbk Friable 20 0.25 0.5 C1 63-82 MCS — Sandy loam Massive Friable — 0.25 0.5 C2 82-96 MCS — Loam Massive Friable 25 0.1 0.2 Cr 96 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS =Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828,232.4700 F: 828.232.1331 WWW.BROOKSEA.COM N LAND PLAN NI NC CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda -Variant PIT: R-4 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 34 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 6 inches to very firm saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 6 in. to VFi saprolite PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >29 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP Rule (Rule .1941) (Rule .1941) (Rule .1941) (O/0) 1969) .1955) A 0-6 7.5 YR 4/3 — Sandy loam Granular Friable — — — C 6-22 MCS — Sandy loam Massive Very firm — — — Cr 22-29 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day s MCS = Multicolored saprolite RF = Rock fragments `ti = DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NG 28801 P: 828.232,4700 F: 828.232.1331 WWW,BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: R-5 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 27 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo a SOIL DEPTH (Rule .1943): 54 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 91 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >91 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches =regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-60 inches described from it; 60-91 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-8 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 8-27 10 YR 5/8 — Loam 1 msbk Friable 20 0.3 0.6 Bt2 27-54 10 YR 5/8 — Loam 1 msbk Friable 25 0.3 0.6 2C 54-91 MCS — Sandy loam 1 msbk Friable — 0.25 0.5 2Cr 91 RLWB NC Revised 10/2007 'tom MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments W DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: R-6 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 44 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 44 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >47 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 7-19 7.5 YR 4/4 18 inches total depth needed pa'- FIELD ESTIMATES NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%\ (Rule (Rule / .1969) .1955) A 0-7 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 7-19 7.5 YR 4/4 — Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 19-37 10 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam 26C 37-44 10 YR 4/6 MCS Sandy clay 2msbk Friable 25 0.25 0.5 loam 2Cr 44-47 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: R-7 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 14 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 100 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 108 to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >108 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-52 inches described from it; 52-108 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist i 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 7.5 YR 3/3 - Sandy loam Granular Friable - 0.4 0.8 Bt1 2-16 7.5 YR 4/4 - Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 16-34 5 YR 5/6 - Sandy clay loam 2msbk Friable 25 0.3 0.6 2Bt3 34-87 2.5 YR 5/6 - Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 87-100 2.5 YR 5/6 MCS Sandy clay 1 msbk Friable 20 0.25 0.5 loam 2C 100-108 MCS MCS Sandy loam Massive Friable - 0.25 0.5 2Cr 108 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer - Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist i 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM I s B1'' / 1 ' 1 1 1 y LANK PLANNING CIVIL ENGINEERING SURVEYING EN VI RDNMEN TAL SERVICES i PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Evard PIT: R-8 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 130 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 130 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >130 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) 0-44 inches described from pit; 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 44-130 inches described from auger boring. 3 2Cr horizon (weatheredbedrock) is at a depth of 130 inches. 18 inches total depth needed FIELD ESTIMATES NC Revised 10/2007 'H MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 7.5 YR 3/3 - Sandy loam Granular Friable - 0.4 0.8 Bt1 2-15 7.5 YR 5/6 _ Sandy clay 2fsbk Friable 25 0.3 0.6 loam 2Bt2 15-33 5 YR 5/8 - Sandy clay 2fsbk Friable 25 0.3 0.6 loam 2Bt3 33-56 2.5 YR 4/8 - Sandy clay 2msbk Friable 30 0.25 0.5 loam 2Bt4 56-77 2.5 YR 4/8 MCS Sandy clay Blocky Friable 25 0.3 0.6 loam 2BC1 77-96 2.5 YR 5/8 MCS Sandy clay Blocky Friable 20 0.25 0.5 loam 2BC2 96-130 2.5 YR 5/8 MCS Clay loam Blocky Firm 30 0.2 0.4 NC Revised 10/2007 'H MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: R-9 SECTION M COUNTY: Buncombe, NC JDATE: July 23, 2008 PERCENT SLOPE (Rule .1940): 17 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 16 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 84 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >84 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): 2 CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irri ation system. 6 inches = trench depth 0 inches= slope correction soil depth inches = regulated soil depth + 4 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-45 inches described from it; 45-84 inches described10 from auger boring. 20 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) Fill 6-0 Fill material — — — — — — — A 0-6 7.5 YR 3/3 — Loam 2fsbk Friable — 0.35 0.7 Bt 6-16 7.5 YR 4/6 — Loam 2csbk Firm — 0.3 0.6 2C 16-84 MCS — Sandy loam Massive Friable — 0.2 0.4 2Cr 84 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saunook PIT: R-10 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 22 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): 57 inches to hard bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 57 inches to HB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >57 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0-8 7.5 YR 3/3 18 inches total depth needed FIELD ESTIMATES 1 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist Lu 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) NO (Rule (Rule .1969) .1955) Fill 6-0 Fill material — — — — — — — A 0-8 7.5 YR 3/3 — Sandy loam Granular Friable - 0.4 0.8 Bt1 8-17 7.5 YR 5/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam Bt2 17-36 7.5 YR 4/6 — Sandy clay 2csbk Friable 25 0.3 0.6 loam 213C 36-57 7.5 YR 5/6 MCS Sandy clay 2msbk Friable 20 0.25 0.5 loam 2R 57 RLHB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist Lu 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM I I K S E N G I N EE ' LAND PLANNING CIVIL ENGINEERING SURVETIN6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES Saunook PIT: R-11 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 27 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): 54 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 120 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >120 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (3) Pit is immediately downslope of a 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system dirt road. 3 0-47 in. described from it' 47-120 inches from auger. (4) 2Ci- horizon is at 120 inches. 18 inches total depth needed - FIELD ESTIMATES ' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer- Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) Fill 13-0 Fill material - - - - - - - A 0-6 10 YR 2/2 - Loam Granular Friable - 0.35 0.7 Btl 6-21 7.5 YR 4/8 -5-10% rock fragments Loam 1 fsbk Friable 25 0.3 0.6 Bt2 21-40 7.5 YR 5/8 -5-10% rock fragments Sandy clay loam 1fsbk Friable 20 0.3 0.6 BC 40-54 7.5 YR 5/8 -5-10% rock fragments Sandy loam 1 msbk Friable - 0.3 0.6 2CB 54-61 MCS 10 YR 5/6 Sandy loam Massive Friable - 0.25 0.5 2C 61-120 MCS - Sandy loam Massive Friable - 0.25 0.5 ' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer- Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM r B Il LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES -: PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES0 Pi eonroost PIT: S-1 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 27 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 30 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from 28-48 inches and occupies 1/3 of pit face area at –30 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule (Rule (Rule .1941) (Rule .1941) (Rule .1941) NO .1969) .1955) A 0-6 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt 6-16 7.5 YR 3/6 — Loam 2msbk Friable 25 0.3 0.6 BC 16-30 10 YR 5/6 — Loam T1 msbk Friable 20 0.25 0.5 Cr 30-48 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 30 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 -k MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer -Weathered bedrock ,r,-,7 MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM r .11 1 JOBEff M: LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES t PROJECT NO. AND NAME: 307808 – The Cliffs at Hiah Carolina LSWS SOIL SERIES Edne to FF== PIT: S-2 SECTION M COUNTY: Buncombe, NC wn DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 65 inches to weathered bedrock TOPOGRAPHY (Rule. 1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 65 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >65 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948). N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: 0.3 Subsurface drip Irrigation system BC 18 inches total depth needed ' 'j – FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (0 (Rule (Rule .1969) .1955) A 0-5 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt 5-17 10 YR 3/6 — Loam 1 fsbk Friable 25 0.3 0.6 BC 17-65 10 YR 5/6 — Sandy loam 1 fsbk Friable — 0.3 0.6 Cr 65 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM ( H 11 1 K 5 E t 6 111 E E R I 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWSSOIL SERIES Pi eonroost-Variant '.. PIT: S-3 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 41 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: 0.3 Subsurface drip irrigation system C 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (0 (Rule (Rule .1969) .1955) A 0-7 10 YR 2/1 — Sandy loam Granular ery Friable — 0.4 0.8 Bt 7-28 7.5 YR 4/6 — Loam 2msbk Friable 25 0.3 0.6 C 28-41 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 41-60 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 41 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer— Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF =Stopped by rock fragments 1= DESCRIBED BY: John B. Allison, Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM I i , L LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES@ Pi z-nroost PIT: S-4 SECTION M COUNTY: Buncombe, NC DATE: June 27, 2008 PERCENT SLOPE (Rule .1940): 27 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 14 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 28 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: 2 Depth to weathered bedrock ranges from –20-36 Subsurface drip irrigation system inches and occupies 1/3 of pit face area at –28 inches. 18 inches total depth needed ° FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCS DRIP (Rule .1941) (Rule .1941) (Rule .1941) (0 (Rule (Rule .1969) .1955) A 0-4 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 4-14 10 YR 4/6 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 C 14-28 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 28-36 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 28 inches. [Rule .1956(6)(iii)) NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM -9 PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost Zvi PIT: S-5 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 32 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 32 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >43 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: 2 Depth to weathered bedrock ranges from —28-4312 Subsurface drip irrigation system inches and occupies 1/3 of pit face area at —32 inches. ---] 18 inches total depth needed FIFI n FSTIMATFS HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCS DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt 5-21 10 YR 4/6 — Loam 2fsbk Friable 25 0.3 0.6 BC 21-32 10 YR 5/6 MCS Sandy loam 1fsbk Friable — 0.3 0.6 Cr 32-43 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 32 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day r° MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM BER LANG PLANNING CIVIL EN6INEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: S-6 SECTION M COUNTY: Buncombe, NC DATE: June 26,2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >44 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. + 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation System 2 De th to weathered bedrock ran es from -30-44 inches and occupies 1/3 of it face area at -36 inches. 18 inches total depth needed MOIST COLOR HORIZON DEPTH MATRIX MOTTLES (Rule .1939) (Inches) TEXTURE (Rule .19 FIELD ESTIMATES LTAR STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP 1) (Rule .1941) (Rule .1941) N (Rule (Rule .1969) .1955) A 0-5 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt 5-14 7.5 YR 4/6 — Loam 1fsbk Friable 25 0.3 0.6 BC 14-36 10 YR 5/8 MCS Sandy loom 1 fsbk Friable — 0.3 0.6 Cr 36-44 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 36 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments '-A DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist F - NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM f B 11 1 !` LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: S-7 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): >52 inches TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 52 inches to SBRF PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >52 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system 25 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCS (Rule .1941) CLAY N L I AK AEROBIC DRIP (Rule .1969) CONY. (Rule 1955) A 0-5 10 YR 3/4 — Loam Granular Friable 20 0.3 0.6 Bt1 5-18 10 YR 4/6 — Loam 1fsbk Friable 25 0.3 0.6 2Bt2 18-52 2.5 YR 4/6 — Clay loam 2fsbk Friable 35 0.2 0.4 52 Stopped by rock fragments at 52 inches; could not auger or probe deeper MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist IVV 1\GVIJCV IV/VVI RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828,232.1331 WWW.BROOKSEA.COM SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: S-8 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Sli htl expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 55 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >55 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 25 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH �Ih) (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule.1941) (�(/0)(Rule Rl L. I HK AEROBIC DRIP .1969) CONV. (Rule .1955) A 0-2 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 2-21 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt2 21-31 7.5 YR 5/6 MCC Sandy clay loam 2msbk Friable 25 0.3 0.6 2C 31-55 MCS — Sandy loam Massive Firm — 0.25 0.5 2Cr 55 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in gallons per s da MCC =Multicolored colluvium 9 square foot per q p Y MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM i &g .Il LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Tate PIT: S-9 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule.1940): 19 CLAY MINERALOGY (Rule.1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 50 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 50 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irri ation 9 system 2 0-44 inches described from it; 44-50 inches described from auger boring. 18 inches total depth needed I1. 4 FIELD ESTIMATES =' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day m MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate rvt, Kevisea iuiwui RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .'1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) (Rule .1955) A 0-3 7.5 YR 3/3 - Sandy loam Granular Friable - 0.4 0.8 Bt1 3-35 7.5 YR 5/6 - Sandy clay 2msbk Friable 25 0.3 0.6 loam Ab 35-40 7.5 YR 4/3 - Sandy clay loam 2msbk Friable 20 0.3 0.6 Bt2 40-45 7.5 YR 4/6 - Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 45-50 10 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 50 RLWB =' MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day m MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate rvt, Kevisea iuiwui RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: S-10 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 46 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 53 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-48 inches described from it; 48-53 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .'1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) L I HK AEROBIC DRIP 1969) CONY. 1955) A 0-3 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-20 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC1 20-33 7.5 YR 5/6 –35% rock fragments Sandy clay loam 2msbk Friable 20 0.25 0.5 2BC2 33-46 2.5 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2C 46-53 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 53 RLW13 NC Revised 10/2007 MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in RLHB =Restrictive layer —Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .--*-- SEW LANG PLANNING CIVIL ENGINEERING SGRVEYIN6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: S-11 SECTION M COUNTY: Buncombe, NC I DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): 59 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 128 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >128 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system (2) Bt horizon contains <5% non -oriented ravels and cobbles. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (O/0) L I AK AEROBIC DRIP 969) CONY. 1955) A 0-6 10 YR 2/2 — Loam Granular Friable — 0.35 0.7 Bt 6-48 7.5 YR 4/8 — Sandy clay loam 2fsbk Friable 25 0.3 0.6 26C 48-59 7.5 YR 5/8 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2C1 59-70 MCS — Sandy loam Massive Friable — 0.25 0.5 2C2 70-104 MCS — Loam Massive Friable - 0.15 0.3 2C3 104-128 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 128 RLWB MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments LA DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments i 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM PROJECT NO. AND NAME: 307808 –The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: T-1 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 21 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 80 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >80 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-60 inches described from it; 60-80 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (O/0) LAR AEROBIC DRIP 1969) CONV. 1955) A 0-8 10 YR 3/2 — Sandy loam Granular Friable — 0.4 0.8 Bt 8-21 7.5 YR 4/6 — Loam 2msbk Friable 25 0.3 0.6 C 21-80 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 80 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: John B. Allison, Soil Scientist 17 ARLINGTON S, TREET ASHEVILLE NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: T-2 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 36 inches to hard bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to HB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A 1CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2msbk Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) 10/2007 DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LAR AEROBIC DRIP 1969) CONV. 1955) A 0-4 10 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 4-36 7.5 YR 4/6 — Loam 2msbk Friable 25 0.3 0.6 R 36 RLHB NC Revised MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: John B. Allison, Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: T-3 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 31 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 32 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 60 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface dri RECLASSIFIED (Rule .1948): Provisional) suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Friable 25 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) LAR CLAY AEROBIC DRIP N 1969) CONY. 195e A 0-4 10 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 4-32 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 C 32-60 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 60 RLWB .� MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ,;. B R I 1 LAND PLANNING CIVIL ENGINEERING SURVETIN0 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: T-4 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 37 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 53 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system DRIP 18 inches total depth needed FIELD ESTIMATES R esi MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTA HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule Rule - A 0-3 10 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 3-24 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt2 24-37 5 YR 4/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 C 37-53 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 53 RLWB Ain esi MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM OEM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeonroost-Variant PIT: T-5 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 29 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 63 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >63 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface dri RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation System 2fsbk Friable 18 inches total depth needed FIELD ESTIMAI tS HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N L I HR AEROBIC DRIP 1969) CONY. 1955) A 0-2 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt 2-21 10 YR 4/6 — Loam 2fsbk Friable 25 0.3 0.6 BC 21-31 10 YR 4/6 MCS Sandy loam 1fsbk Friable — 0.3 0.6 C 31-63 MCS — Sandy loam 1fsbk Friable — 0.25 0.5 Cr 63 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 11 ,r LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWSSOIL SERIES: Pi eonroost-Variant PIT: T•6 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 31 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 51 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 1 msbk Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LAR AEROBIC DRIP 1969) CONV. 1955) A; 0-3 10 YR 3/2 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-17 10 YR 5/8 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 BC 17-28 10 YR 4/6 MCS Sandy loam 1fsbk Friable — 0.3 0.6 C 28-51 MCS — Loamy sand Massive Friable — 0.25 0.5 Cr 51 RLWB MCA =Multicolored. Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM B B " R t A LAND PLANNING CIVIL ENGINEERING SURVEYING W'A _ ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: T-7 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 21 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Colluvial Fan SOIL DEPTH (Rule .1943): 42 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 82 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >82 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 25 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) LIAR CLAY AEROBIC DRIP N 1969) CONV. (Rule 195 A 0-7 7.5 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 7-28 7.5 YR 4/4 — Loam 2msbk Friable 25 0.3 0.6 Bt2 28-42 7.5 YR 5/6 — Loam 2msbk Friable 25 0.3 0.6 2C 42-82 MCS — Sandy loam Massive Very Friable — 0.25 0.5 2Cr 82 RLWB .J AA/'1f1119 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: John B. Allison, Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM BEIR LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saunook PIT: T-8 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 28 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Toeslo a SOIL DEPTH (Rule .1943): 51 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 90 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >91 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-60 inches described from it; 60-91 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LAR AEROBIC DRIP 19619) CONY. 1955) A 0-7 10 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 7-23 7.5 YR 5/6 — Clay loam 2msbk Friable 30 0.25 0.5 2BC 23-51 5 YR 5/8 — Loam 1 msbk Very Friable 25 0.25 0.5 2CB 51-90 MCS 10 YR 6/8 Sandy loam Massive Firm — 0.2 0.4 2C 90-91 RLWB J AA/111/17 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments Grp DESCRIBED BY: John B. Allison, Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Lwa 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 f: 828.232.1331 WWW.BROOKSEA.COM =1 t;:dJ B 01 1 ' 1 1 .a_A /fit LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saunook PIT: T-9 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 19 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): >67 inches TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >75 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >67 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system (Rule .1941) (Rule .1941) (Rule .1941) 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Imp; 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) (O/0) 1969) 1955) Al 0-8 10 YR 2/2 — Loam Granular Friable 20 0.3 0.6 A2 8-20 10 YR 3/2 — Loam 1 msbk Friable 20 0.3 0.6 Bwl 20-45 10 YR 3/6 — Loam 1 msbk Friable 20 0.3 0.6 Bw2 45-67 10 YR 4/6 — Gravelly 1fsbk Friable 25 0.25 0.5 Sandy clay loam Stopped by rock fragments at 67 inches; 67 probed to 75 inches MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Imp; 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM :.A B LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Edne town PIT: U-1 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 35 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 113 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >113 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system (2) 0-60 inches described from it; 60-113 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LAR AEROBIC DRIP (Rule 969) CONY. (Rule 1955) A 0-4 10 YR 3/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 4-35 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 C: 35-113 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 113 RLWB MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments " DESCRIBED BY: John B. Allison, Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM i , ;I1 KI E N G I N E E R I N G A S S 1 LANO PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: U-2 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 35 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 35 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >60 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2 2Cr horizon is very firm saprolite. 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system 0.3 0.6 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .'1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LIAR AEROBIC DRIP 196e CONV. le Ru55) A 0-1 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 1-18 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 18-35 10 YR 4/6 MCS Sandy clay loam 2msbk Friable 25 0.25 0.5 2Cr 35-60 RLWB MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232:4700 F: 828.232.1331 WWW.BROOKSEA.COM „A �d ,.B R 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: U-3 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo a ISOIL DEPTH (Rule .1943): 29 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >73 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >73 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system (2) 0-56 inches described from it; 56-73 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (O/0) LIAR AEROBIC DRIP 1969) CONV. 1955) A 0-7 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 7-29 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2C 29-73 MCS — Sandy loam Massive Firm — 0.25 0.5 MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM BROOKS LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOILSERIES: Cowee PIT: U-4 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 33 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 25 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 25 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >30 inches SOIL GROUP (Rule .1955):3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite Calculated for: Subsurface drip irrigation 25 0.3 �d�epth18 inches total depth neededsystem G FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY M L' ^" AEROBIC DRIP 1969) CONV. 1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-15 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 15-25 5 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 25-30 RLWB I MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments LL DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ,.,..B R I 1 1 LANG PLANNING CIVIL ENGINEERING SO RV EYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: V-1 SECTION M COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 19 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >22 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite death Calculated for: Subsurface drip irrigation system 2msbk Friable 18 inches total depth needed L-Ij 4 FIELD ESTIMATES HORIZON (Rule .1939) 7 DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LAR AEROBIC DRIP 1969) CONV. 1 (Rule A 0-4 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-19 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Cr 19-22 RLWB NC Revised 10/200 MCA =Multicolored Alluvium LTAR =Long Term Acceptance Rate in RLHB =Restrictive layer —Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF =Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM t ' 1 1ENGIUERIAG A;5 gaff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES rw r r siY� L: '1 PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: E-1 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >19 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irri ation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system — 0.35 18 inches total depth needed I__J FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) L I AK CONSIST CLAY AEROBIC -ENCE DRIP (Rule (Rule .1941) (%) 1969) CONV. (Rule 1955) A 0-3 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 3-18 7.5 YR 5/8 — Sandy loam 1 msbk Friable — 0.35 0.7 Cr 18-19 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments u DESCRIBED BY: Jason D. Wheatley, Soil Science Associate IV\i r[CV1WVU 1Ulewl RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer—Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist u 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM OEM LAND PLANNING CIVIL ENOINEERING S 9 R V E Y I N G ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: E-2 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 50 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >42 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation g system 20 0.3 �7 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) L 1 AK CLAY AEROBIC DRIP (%) 19619) CONY. 1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-20 10 YR 4/6 MCS Sandy clay loam 1fsbk Friable 20 0.3 0.6 2Cr 20-42 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] IYV F%CVIQVV IV/GVV/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM i<:�i 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: E-3 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 43 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo a SOIL DEPTH (Rule .1943): 38 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >43 inches SOIL GROUP (Rule .1955):3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 2 Downslope of road. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system — 0.4 18 inches total depth needed s4 FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (U/Q) LAR AEROBIC DRIP (Rule 1969) CONY. (Rule 1955) Fill 14-0 Fill material — — — — — — — A 0-5 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 5-20 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt2 20-34 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 34-38 7.5 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 38-43 RLWB rat; MCA =Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate rw ncviacu rwcv+r RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM -_;i I -Aft'. SER LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: F-1 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 35 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 12 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 12 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >14 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Pit is in old road. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) NO) L I AK AEROBIC DRIP 1969) CONV. 1955) A 0-1 7.5 YR 4/3 — Sandy loam Granular Friable — — — BC 1-12 7.5 YR 5/6 MCS Sandy loam 1msbk Friable — — — Cr 12-14 RLW13 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day -_� MCS = Multicolored saprolite RF = Rock fragments J DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Itll.r RCVIJOU I V/GVV I RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 — The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: F-2 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 54 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule ,1943): 25 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 25 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >28 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 2 Downslope of road. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system — 0.4 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule.1941) CONSIST -ENCE (Rule .1941) LTAR CLAY AEROBIC DRIP N (Rule .1969) CONY. (Rule .1955) Fill 16-0 Fill material — — — — — — — A 0-2 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-25 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 25-28 RLWB MCA =Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NU revlsea "Iu/GUu/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 6 I'�l ice► LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: F-3 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 37 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo a SOIL DEPTH (Rule .1943): 22 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 22 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >33 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system BC 12-22 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-2 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-12 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 BC 12-22 7.5 YR 5/6 MCS Sandy loam 2msbk Friable — 0.3 0.6 2C 22-26 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 26-33 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments -y= DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM OEM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean PIT: F-4 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 58 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 15 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 50 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 10 inches = regulated soil depth + 4 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system — 0.35 20 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LTAR AEROBIC DRIP 196e CONV. 55) Rule A 0-4 10 YR 3/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bw 4-8 10 YR 5/8 — Sandy loam 1 msbk Very Friable — 0.35 0.7 BC 8-15 10 YR 5/6 MCS Loamy sand 1 msbk Very Friable — 0.3 0.6 CB 15-28 MCS 10 YR 5/6 Loamy sand Massive Firm — 0.2 0.4 C 28-50 MCS — Loamy sand Massive Firm — 0.2 0.4 Cr 50 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist ';t. RLHB = Restrictive layer- Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SPIEW LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: G-1 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 58 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 19 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >20 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2msbk Friable 18 inches total depth needed ;n FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) LTAR CLAY AEROBIC DRIP N 1969) CONV. .1955)le A 0-5 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 5-19 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 19-20 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM r__a B 1 Aft LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO, AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: G-2 SECTION N COUNTY: Buncombe, NC I DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 60 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo e SOIL DEPTH (Rule .1943): 41 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 41 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >41 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 2 213C horizon contains —30% rock 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation system fragments. 0.4 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (/0) LAR AEROBIC DRIP 1969) CONV. (Rule955) Fill 3-0 Fill material — — — — — — — A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-24 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 24-41 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 41 RLWB NC Revised 1012007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock a MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .il S E N G I N E E R I N G A S S i LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: G-4 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 53 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 25 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 25 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >25 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system Very Friable — FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) LAR CLAY AEROBIC DRIP N 1969) CONV. .1955) A 0-3 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bw 3-10 10 YR 5/8 — Sandy loam 1 msbk Very Friable — 0.35 0.7 BC 10-25 10 YR 5/6 MCS Loamy sand 1 csbk Very Friable — 0.3 0.6 Cr 25 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM i.= II 1 LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWSSOIL SERIES: Pigeonroost PIT: G-6 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 51 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 26 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 26 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >26 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches= trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = reaulated saprolite depth Calculated for: Subsurface drip irrigation System Friable 20 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LTAR AEROBIC DRIP 1969) CONV. 19515) A 0-3 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 3-26 10 YR 4/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 2Cr 26 RLWB NC Revised 10/200 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer— Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM I 1 ' ' ' LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS __tSOIL SERIES: Chestnut PIT: G-7 SECTION N COUNTY: Buncombe, NC DATE: June 25, 2008 PERCENT SLOPE (Rule .1940): 41 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 33 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 40 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >48 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 2 Depth to weathered bedrock ranges from �32 to 48 inches & reaches 1/3 of pit face area at –40 inches. 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments ar DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments -2. 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N �g le le Ru55) A 0-7 7.5 YR 2/2 — Loam Granular Friable 20 0.3 0.6 Bw 7-26 7.5 YR 4/8 — Loam 1fsbk Friable 20 0.3 0.6 BC 26-33 7.5 YR 5/6 MCS Sandy loam 1 fsbk Very Friable — 0.3 0.6 C 33-40 MCS — Loamy sand Massive Very Friable — 0.3 0.6 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 Cr 40-48 RLWB percent of the pit starting at 40 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments ar DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments -2. 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM EW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: H-1 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 49 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >29 inches SOIL GROUP (Rule .1955):3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Friable 20 18 inches total depth needed %_. FIELD ESTIMATES TAR HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N L AEROBIC DRIP �ggg) CONV. 195e A 0-2 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-12 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 BC 12-24 7.5 YR 4/6 MCS Sandy loam 2msbk Friable — 0.3 0.6 Cr 24-29 RLWB IJr 0--;.-A 4!1/911!17 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day ? MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: H-2 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 47 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 20 0.25 18 inches total depth needed L4 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) LAR CLAY AEROBIC DRIP N%) (Rule .1969) CONV. (Rule .1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 BC 3-21 7.5 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 Cr 21-40 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate IVV 1\GVIJG4 vi�vvi RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist j 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM' ._Ah� SER LAND P L A N N I N 6 CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: H-3 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 40 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 12 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >28 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Friable — 18 inches total depth needed FILLL) t51 IMAI tJ (Rule .1939) DEPTH (inches) MOIST COLORL MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (O/0) I /-%r\HORIZON AEROBIC DRIP 1969) CONY. 1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 BW 3-12 7.5 YR 5/6 — Sandy loam 2msbk Friable — 0.35 0.7 C 12-24 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 24-28 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 24 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1-331 WWW,BROOKSEA.COM SER LANG PLANNING CIVIL ENGINEERING SO RV EYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: H-4 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 34 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 24 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2 Truncated profile. (3) Bt horizon has 6 inches =trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saarolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system �25% rock fragments. — LL4 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LAR AEROBIC DRIP (Rule 1969) CONV. (Rule 1955) Bt 0-19 10 YR 5/6 MCC Sandy clay loam 2msbk Friable 20 0.3 0.6 2BC 19-24 10 YR 5/6 MCS Sandy loam 2msbk Friable — 0.3 0.6 2Cr 24-36 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 24 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate 114r%V V iacu 1VI-1 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist �: 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: H-5 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 43 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 22 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 22 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >22 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system Friable — 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCS (Rule .1941) L I AK CLAY AEROBIC DRIP (O/0) 1969) CONY. 19515) A 0-4 10 YR 2/2 — Sandy loam Granular Friable — 0.4 0.8 Bw 4-16 10 YR 5/8 — Sandy loam 2fsbk Friable — 0.35 0.7 BC 16-22 10 YR 5/8 MCS Loamy sand 1 csbk Very Friable — 0.3 0.6 Cr 22 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist IVIJ MUV1zjUU IuIGUu/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM 14u 11 K S E N G I N E E R I N G VS S 1 LAND PLANNING CIVIL ENGINEERING SU R V E Y I N 0 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: H-6 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 26 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo a SOIL DEPTH (Rule .1943): 18 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 22 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >32 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface drip irriation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 20 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-18 7.5 YR 4/6 MCC Sandy clay loam 2msbk Friable 20 0.3 0.6 2C 18-22 MCS — Sandy loam Massive Firm — 0.2 0.4 2Cr 22-32 RLWB NC Revised 1012007 xw a MCA =Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA;COM tJ SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: H-7 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 52 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 52 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >52 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: RECLASSIFIED (Rule .1948): N/A 1 Provisional) suitable for subsurface drip irrigation () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 25 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N L I AK AEROBIC DRIP 1969) CONY. 19515) A 0-3 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 3-37 7.5 YR 3/3 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2BC 37-52 7.5 YR 3/3 MCS Sandy loam 2csbk Friable 20 0.25 0.5 2Cr 52 RLWB >= MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments '.A: DESCRIBED BY: Jacob L. Hale, Soil Science Associate " RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stoppedby rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ­ LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: H-8 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 24 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo a SOIL DEPTH (Rule .1943): 55 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 55 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >63 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) Bt2 and BC horizons contain 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system �20-25% rock fragments. 0-3 18 inches total depth needed FIELD ESTIMATES 111 i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments d DESCRIBED BY: Jacob L. Hale, Soil Science Associate NL; Kevisea -iuizuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) (Rule .1955) A 0-3 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt1 3-24 7.5 YR 3/4 _ Sandy clay loam 2msbk Friable 25 0.3 0.6 Bt2 24-40 7.5 YR 4/6 Sandy clay loam 2msbk Friable 25 0.3 0.6 2BC 40-55 7.5 YR 4/6 MCS Sandy clay loam 2csbk Friable 20 0.25 0.5 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 2Cr 55-63 RLWB percent of the pit starting at 55 inches. [Rule .1956(6)(iii)] i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments d DESCRIBED BY: Jacob L. Hale, Soil Science Associate NL; Kevisea -iuizuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: 1-1 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 45 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Colluvial Bench SOIL DEPTH (Rule .1943): 21 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 27 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 25 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) L I AK AEROBIC DRIP 1969) CONY. (Rule955) A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-21 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2C 21-27 MCS — Sandy loam Massive Firm — 0.2 0.4 2Cr 27-40 RLWB -'° MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate IVIr RCvMCU IV/GUv/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM it { B 1 l' ' 1 ' 1 l i t'IA r LANG PLANNING CIVIL ENGINEERING SU R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: 1-2 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 51 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo e SOIL DEPTH (Rule .1943): 43 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 43 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 25 0.3 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-5 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 5-34 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 34-43 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 43-45 RLWB i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NG Kevlsea 1 uizuu / RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM BEff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: 1-3 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 50 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Failing Ride SOIL DEPTH (Rule .1943): 21 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 0.3 0.6 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-3 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-10 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 BC 10-21 7.5 YR 5/6 MCS Sandy loam 2msbk Friable — 0.3 0.6 C 21-30 MCS — Sandy loam Massive Firm — 0.2 0.4 Cr 30-40 RLWB l MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate IVU KeVISeQ IU/LW/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM Lam' J av LANG PLANNING CIVIL EN6INEERING SNRVEVIN0 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: 1-4 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 44 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >30 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Friable 20 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) LTAR CLAY AEROBIC DRIP (Rule N 1969) CONY. (Rule 1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 BC 3-20 10 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 Cr 20-30 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NU Kevisea lurzuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist �_'_ 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM it LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: 1-7 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 32 CLAY MINERALOGY (Rule.1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 41 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >80 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >80 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) Complex topography -50 feet above 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irri ation 9 system it. 3 0-62 inches described from it; 62-80 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-37 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 37-41 7.5 YR 4/6 MCS Sandy clay loam 1 msbk Friable 20 0.25 0.5 2C 41-80 MCS — Sandy loam Massive Friable — 0.25 0.5 A MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments 3 DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NL; Kevisea iu/ZUu! RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM OEM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: 1-8 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 38 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 29 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 29 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >68 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) Bt and BC horizons contain 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system �25-30% rock fragments. 0-3 18 inches total depth needed FIELD ESTIMATES 10 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments '1 DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) (Rule .1955) A 0-3 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 3-22 10 YR 4/6 — Sandy clay 2msbk Friable 25 0.3 0.6 loam BC 22-29 10 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 2Cr 29-68 RLWB percent of the pit starting at 29 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments '1 DESCRIBED BY: Jacob L. Hale, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: 1-9 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 25 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Shoulder SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >38 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 25 0.3 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) CLAY (%) LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-18 7.5 YR 5/6 _ Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 18-21 7.5 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 21-38 RLWB MCA = Multicolored Alluvium LTAR =Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NG Kevlsea iuizuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM Lad LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: J-1 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 51 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): 31 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 31 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >35 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches= slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.6 213C 18 inches total depth needed FIELD ESTIMATES I,,:,,, t l HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule (Rule .1941) (Rule .1941) (Rule .1941) N 1969) CONV. (Rule 1955) A 0-4 7.5 YR 3/2 — Sandy loam 2msbk Friable — 0.35 0.7 Bt 4-26 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 26-31 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable 25 0.25 0.5 2Cr 31-35 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NG Kevisea 1u/zuut RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .ft& SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda -Variant PIT: J-2 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 59 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Noseslo a SOIL DEPTH (Rule .1943): 9 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 9 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >12 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) (%) LTAR AEROBIC DRIP (Rule 1969) CONY. (Rule .1955) A 0-3 7.5 YR 4/3 — Sandy loam Granular Friable — — — Bt 3-9 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 — — Cr 9-12 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NG KeVISetl 1U/ZUU/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM M �A SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Tate PIT: J-3 SECTION N COUNTY: Buncombe, NC DATE: Jul 8, 2008 PERCENT SLOPE (Rule .1940): 54 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Headslo a SOIL DEPTH (Rule .1943): 43 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 43 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >43 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches= slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Sandy clay loam 2msbk 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) 10/2007 DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LAR AEROBIC DRIP 1969) CONY. 1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 3-23 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Bt2 23-43 7.5 YR 5/6 MCC Sandy clay loam 2msbk Friable 25 0.3 0.6 2Cr 43 RLWB NC Revised MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer - Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF =Stopped by rock fragments k'A DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: J-4 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 38 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 27 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 27 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >27 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): rovisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system VeryFriable _ 18 inches total depth needed FItLL) t51 IIVIAI tJ HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N '-'r`n AEROBIC DRIP �g le CONY. Rule A 0-2 10 YR 2/2 — Sandy loam Granular Friable — 0.4 0.8 Bw1 2-17 10 YR 5/8 — Sandy loam 1fsbk VeryFriable _ 0.35 0.7 Bw2 17-27 10 YR 5/6 — Sandy loam 1 msbk Very Friable - 0.35 0.7 Cr 27 RLWB Aln �....inn.l 1f1/7/1l17 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM r B SER LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Evard PIT: J-6 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 43 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 56 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 63 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >63 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system DRIP 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day F= , MCS = Multicolored saprolite RF = Rock fragments AI DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N 1969) 19 le A 0-6 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt1 6-35 7.5 YR 4/6 — Sandy clay loam 2fsbk Friable 25 0.3 0.6 2Bt2 35-48 5 YR 5/8 — Sandy clay loam 2msbk Friable 25 0.3 0.6 26C 48-56 7.5 YR 5/6 MCS Sandy loam 1 msbk Friable — 0.3 0.6 2C 56-63 MCS — Sandy loam Massive Very Friable — 0.25 0.5 2Cr 63 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day F= , MCS = Multicolored saprolite RF = Rock fragments AI DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM B ( I i ( i i J LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: J-8 SECTION N COUNTY: Buncombe, NC TDAT;7June 24, 2008 PERCENT SLOPE (Rule .1940): 30 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 12 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 12 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >12 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A } (1) Unsuitable for any subsurface septics stem. FIELD ESTIMATES HORIZON (Rule .1939) i2oo� DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LAR AEROBIC DRIP 1969) CONY. 1955) A 0-4 10 YR 3/2 — Loam Granular Friable — — — Bw 4-12 10 YR 4/6 — Sandy loam 1 fsbk Friable — — — Cr 12 RLWB NC Revised 10 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments 4 DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NO 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM B II 1 Aft - LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: K-1 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 60 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 2 Hornets nest in draw around 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system flagging, 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) LAR CLAY AEROBIC DRIP N 1969) CONV. (Rule955) A 0-2 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 2-18 7.5 YR 4/6 _ Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 18-21 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 Cr 21-45 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM ,R 0 0 LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at Hi h Carolina LSWS SOIL SERIES: Saluda PIT: K-2 SECTION N COUNTY: Buncombe, NC DATE: Jul 8, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Failing Ride SOIL DEPTH (Rule .1943): 13 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform PARENT MATERIAL: Residuum RESTRICTIVE HORIZON (Rule .1944): 13 inches to WB SEASONAL HIGH WATER TABLE (Rule .1942): >19 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule.1941)0 CLAY '`'^'` AEROBIC DRIP (Rule 1969) CONV. (Rule 1955) A 0-2 7.5 YR 4/3 — Sandy loam Granular Friable — — — Bt 2-9 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 — — BC 9-13 7.5 YR 4/6 MCS Sandy clay loam 2msbk Friable — — — Cr 13-19 RLWB `" A MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments D. Wheatley, DESCRIBED BY: Jason y, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 1 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM B 1 , LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: K-3 SECTION N COUNTY: Buncombe, NC DATE: Jul 8, 2008 PERCENT SLOPE (Rule .1940): 43 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 49 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 2 0-59 inches described from it; 59-72 inches described from auger boring. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) L I HK AEROBIC DRIP 1969) CONV. 1955) A 0-3 7.5 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 3-21 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Bt2 21-49 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2C 49-72 MCS — Sandy loam Massive Firm — 0.20 0.4 i MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments f- DESCRIBED BY: Jason D. Wheatley, Soil Science Associate RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .r� SEW LANG PLANNING CIVIL ENGINEERING SURVEYING ENYIRONMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: K-4 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 64 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 10 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 30 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >30 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956):1 CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system with soil/saprolite rule .1956(6) applied.. 6 inches = trench depth 0 inches = slope correction soil depth 4 inches = regulated soil depth + 16 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system Very Friable — 26 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (U/0) LIAR AEROBIC DRIP (Rule969) CONV. 19515) A 0-3 10 YR 2/2 — Sandy loam Granular Friable — 0.4 0.8 Bw 3-10 10 YR 4/6 — Sandy loam 1 msbk Very Friable — 0.35 0.7 CB 10-30 10 YR 5/4 MCS Loamy sand Massive Very Friable — 0.3 0.6 Cr 30 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 111%a r\Gv1AGu 1 V,GVV t RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM FEE / 1 ,;af7 E y LAND PLAN NI NO CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES i< PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: K-6 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 33 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 57 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >57 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system (Rule .1939) (inches) 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments LA DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule 1969) (Rule 1955) A 0-3 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 3-10 7.5 YR 5/6 — Sandy clay loam 2fsbk Friable 20 0.3 0.6 26t 10-25 5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 213C 25-33 7.5 YR 4/8 MCS Sandy loam 1 msbk Friable — 0.3 0.6 2C 33-57 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 57 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments LA DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM t B ' 0 0 K S E N G I N E E ' I N G I S S 0 C I I T E S ' I ram s LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: K-7 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 48 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >21 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 2) Pit is located just downslope from 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system rock outcrop. — 18 inches total depth needed L.,a 4 FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) LTAR CLAY AEROBIC DRIP (%) 1969) CONV. 1955) A 0-5 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 5-21 10 YR 5/8 — Sandy loam 1 msbk Friable — 0.35 0.7 Cr 21 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist IVI, nuvibCU lu/LUU! RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM �_"j 1 1' 11 , 1 ' ' i 1 1 i4r LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: K-8 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 38 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Falling ride SOIL DEPTH (Rule .1943): 19 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >20 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system 0.3 0.6 18 inches total depth needed FIELD ESTIMATES 10 J HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-4 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 BC 4-19 7.5 YR 4/6 MCS Sandy clay loam 1 msbk Friable 20 0.3 0.6 Cr 19-20 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 19 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate rvt, meviseu IU/ZUUi RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAW 1I K S E N G I N E E R I N G A S S 0 LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES 'gay, PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda -Variant PIT: K-9 N COUNTY: Buncombe, NC DATE: June 24, 2008 ___TSECTION PERCENT SLOPE (Rule .1940): 35 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 4 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 4 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >58 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any subsurface septic system. i F= FIELD ESTIMATES - - HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-4 10 YR 2/2 — Sandy loam Granular Very Friable _ _ — 2Cr 4-58 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 4 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM uo) B ' ' ' i 1 LAND PLANNING CIVIL ENGINEERING SU RV ETI NG ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: L-1 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 50 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Falling Ride SOIL DEPTH (Rule .1943): 11 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 11 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >18 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A FIELD ESTIMATES }erk9 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSISTI -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule 1969) CONY. (Rule .1955) A 0-2 7.5 YR 4/3 — Sandy loam Granular Friable — — — Bt 2-11 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 — — Cr 11-18 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day r."I MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate rvc Kevisea iwLUUI RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer—Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM a�J i Aft LAND P L A N N I N 6 CIVIL E N G I N E E R I N 0 S U R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: L-2 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 44 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 39 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 39 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >50 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system 20 0.3 18 inches total depth needed FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (U/Q) LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-2 10 YR 4/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 2-14 7.5 YR 5/4 — Sandy clay loam 2fsbk Friable 20 0.3 0.6 Bt2 14-29 5 YR 5/4 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 29-39 7.5 YR 4/6 MCS Sandy loam 1fsbk Friable — 0.3 0.6 2Cr 39-50 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 39 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments n u. DESCRIBED BY: Larry L. Gramm, Soil Scientist 114�1 meviseu IuicuuI RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM )S"W1 ' ' ' , ' ' LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost-Varia nt PIT: L-3 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 51 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 57 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 57 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >57 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): NIA SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = reciulated saprolite depth Calculated for: Subsurface drip irrigation system — 0.35 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw1 3-18 10 YR 4/6 — Sandy loam 1 msbk Very Friable — 0.35 0.7 Bw2 18-39 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Bw3 39-57 7.5 YR 5/6 — Sandy loam 1 msbk Friable — 0.35 0.7 2Cr 57 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NU Kevisea "IU/zuuf RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: L-5 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 45 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 69 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >69 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system (Rule .1955) A 18 inches total depth needed FIELD ESTIMATES MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NU Keviseo l U/NU / RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 11 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4100 F: 828.232.1331 WWW,BROOKSEA.COM L_ MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (Inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) (Rule .1955) A 0-5 10 YR 3/3 — Sandy loam Granular Friable — 0.35 0.7 Bt1 5-11 7.5 YR 5/6 — Sandy clay 2fsbk Friable 25 0.3 0.6 loam 2Bt2 11-33 5 YR 5/8 — Sandy clay loam 2fsbk Friable 30 0.25 0.5 26C 33-45 5 YR 5/6 MCS Loam 2msbk Friable — 0.25 0.5 2C 45-69 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 69 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NU Keviseo l U/NU / RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 11 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4100 F: 828.232.1331 WWW,BROOKSEA.COM L_ B ( i fi LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES vu PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: L-6 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 51 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 13 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule. 1944): 13 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A (1) Unsuitable for any subsurface septic system. (2) Depth to weathered bedrock ranges from –10-40 inches and reaches 1/3 of pit face area at 13 inches. IY FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) CLAY N%) LTAR AEROBIC DRIP (Rule ggg) CONY. .1955) A 0-3 10 YR 3/3 — Loam Granular Friable — — — Bw 3-13 10 YR 5/6 — Sandy loam 2fsbk Friable — — — Cr 13-40 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 13 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 y = MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM J SER LAND PLANNING CIVIL ENGINEERING S U R V E Y I N 6 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: L-7 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 46 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 1 Depth to weathered bedrock ranges from –12-36 inches and reaches 1/3 of pit face area at –24 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCS DRIP (Rule .1941) (Rule .1941) (Rule .1941) NO (Rule (Rule .1969) .1955) A 0-4 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 4-24 10 YR 4/6 — Sandy loam 1 msbk Friable — 0.35 0.7 Cr 24-36 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 24 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NG Kevlsea 1 u/zuu RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SERF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828,232.1331 WWW.BROOKSEA.COM U j SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 –The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: L-8 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 31 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 21 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >46 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. (2) 1 % of pit has weathered bedrock 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system t0 the to Of the it. 20 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) LIAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-3 10 YR 2/2 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 3-21 10 YR 4/6 — Sandy clay loam I 2msbk Friable L 20 0.3 0.6 2Cr 21-46 RLWB 1/3 RULE APPLIED: Weatheredbedrock occupies more than 33 percent of the pit starting at 21 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jacob L. Hale, Soil Science Associate IVI, RCV1bUU. lu/GUu! RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM IBER LAND PLANNING CIVIL ENGINEERING SURVEYING EN VI RDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: L-9 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 44 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >35 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.3 0.6 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY URE -ENCE (Rule .1941) (Rule .1941) (Rule .1941) (%) LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 3-18 7.5 YR 4/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 Cr 18-35 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 18 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day -, MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: L-10 SECTION N COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 47 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 13 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 13 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >22 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A ;.'j (1) Unsuitable for any subsurface septic system L�W� (2) Depth to weathered bedrock ranges from -12-22 inches and reaches 1/3 of pit face area at -13 inches. F (3) Weathered bedrock is fractured and will take water in upper part. E„ FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LTAR AEROBIC DRIP .19619) CONV. 1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — — — Bw 4-13 7.5 YR 3/6 — Sandy loam 1 msbk Friable — — — Cr 13-22 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 13 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 I MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock ,., MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments i DESCRIBED BY: Jacob L. Hale, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M �11 LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee PIT: M-1 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 55 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 39 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 39 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >51 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches =slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.3 0.6 18 inches total depth needed FIELD ESTIMATES 01 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) L I Arc CLAY AEROBIC DRIP N 1969) CONV. .1955) A 0-4 10 YR 3/4 — Sandy loam Blocky Friable — 0.35 0.7 Bt1 4-20 7.5 YR 5/4 _ Sandy clay loam 1 msbk Friable 20 0.3 0.6 2Bt2 20-29 5 YR 4/6 — Sandy clay loam 2fsbk Friable 25 0.3 0.6 26C 29-39 5 YR 4/6 MCS Sandy clay loam 1 msbk Friable 20J 0.25 0.5 2Cr 39-51 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 39 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments ` DESCRIBED BY: Larry L. Gramm, Soil Scientist RLHB = Restrictive layer — Hard bedrock RI -WB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES �E PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: M-2 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 44 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 36 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 53 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >55 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 25 0.3 ,r FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) LTAR CLAY AEROBIC DRIP (%) (Rule .1969) CONY. (Rule .1955) A 0-4 10 YR 3/3 — Sandy clay loam Blocky Friable 20 0.3 0.6 Bt 4-25 10 YR 4/6 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 BC 25-36 10 YR 5/8 MCS Sandy loam 1fsbk Friable — 0.25 0.5 2C 36-53 MCS — Loamy sand 1 Massive Very Friable — 0.3 0.6 2Cr 53-55 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 53 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF =Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist 1%, mevisea iuwcuui RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828,232.1331 WWW.BROOKSEA.COM tll GG _� LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES F I,4 i IF"I i inn Ali PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: M-3 SECTION N COUNTY: Buncombe, NC DATE: Jul 8, 2008 PERCENT SLOPE (Rule .1940): 54 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 28 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >62 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.7 BC 18 inches total depth needed FIELD ESTIMATES _j HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY URE -ENCS (Rule .1941) (Rule .1941) (Rule .1941) N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-5 10 YR 3/3 — Sandy loam Blocky Friable — 0.35 0.7 Bw 5-20 10 YR 5/6 — Sandy loam 1 msbk Friable — 0.35 0.7 BC 20-28 10 YR 4/6 MCS Sandy loam 1fsbk Friable — 0.3 0.6 2Cr 28-62 RLWB U j MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist NU Kevisea iu/zuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments `r 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM uu B R 0 0 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES its a It�LJ p�Mn� 'shAj I PROJECT NO. AND NAME: 307808 — The Cliffs at High Carolina LSWS SOIL SERIES: Saluda -Variant PIT: M-4 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 62 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 6 inches to weathered bedrock TOPOGRAPHY (Rule. 1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 6 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >6 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A i (1) Unsuitable for any subsurface septic system. (2) Pit located in old logging path. iF FIELD ESTIMATES Esq: a,n9 f;q HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) CONV. (Rule .1955) Bw 0-6 10 YR 4/6 MCS Sandy loam 1 msbk Very Friable Cr 6 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM I .--#-- BEff LAND PLANNING CIVIL ENGINEERING SURVEYING ENYIRONMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Ashe-Variant PIT: M-5 SECTION N COUNTY: Buncombe, NC DATE: July 7, 2008 PERCENT SLOPE (Rule .1940): 43 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 55 inches to hard bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 55 inches to HB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >55 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 25 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%� LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-3 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt1 3-44 7.5 YR 5/6 — Sandy clay loam 2fsbk Friable 25 0.3 0.6 Bt2 44-55 5 YR 5/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2R 55 RLHB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NU Kevisea iu/ZUu/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: M-6 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 56 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 16 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 21 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): 2 CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. with soil/saprolite rule .1956(6) applied. 6 inches = trench depth 0 inches = slope correction soil depth + 10 inches = regulated soil depth 4 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2CB 16-21 20 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-4 10 YR 3/4 — Sandy loam Blocky Friable — 0.35 0.7 Bt 4-16 10 YR 4/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 2CB 16-21 MCS 10 YR 4/6 Sandy loam Massive Firm — 0.25 0.5 2Cr 21-45 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments J DESCRIBED BY: Larry L. Gramm, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.-232.4700 F: 828.232.1331 WWW,BROOKSEA.COM L: LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: M-7 JSECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 45 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 19 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >22 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 Depth to weathered bedrock ranges from -14-22 inches and reaches 1/3 of pit face area at -19 inches. 18 inches total depth needed LA i 4 FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) CONV. (Rule .1955) A 0-2 10 YR 2/2 — Sandy loam Granular Friable — 0.4 0.8 Bw 2-19 7.5 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Cr 19-22 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 19 inches. [Rule .1956(6)(iii)] A MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments L¢I DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NU Kevisea iu/zuu/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SERF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828,232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SO RVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: M-8 SECTION N COUNTY: Buncombe, NC DATE: June 25, 2008 PERCENT SLOPE (Rule .1940): 55 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 29 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 29 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >29 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1 Provisionally suitable for subsurface dripirrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system system. 0.35 18 inches total depth needed FIELD ESTIMATES - HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.35 0.7 Bw 4-16 10 YR 4/6 — Sandy loam 1 msbk Friable — 0.35 0.7 BC 16-29 10 YR 5/6 MCS Sandy loam 1 msbk Friable — 0.3 0.6 Cr 29 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NU Kevisea -iuwzuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M .... --_ - ... . prrm fLH� !L L LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: M-9 SECTION N COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 57 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >20 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable (1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation 9 system system. 0.35 E FIELD ESTIMATES f I HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) L I AK CLAY AEROBIC DRIP (O/0) 1969) CONY. 1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.35 0.7 Bw 4-20 10 YR 3/6 - Sandy loam 1 msbk Very Friable — 0.35 0.7 Cr 20 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments ,Q DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist IVU rx"VMVU I V/GUUI RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM 50% rug was LANK PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: M-10 SECTION N COUNTY: Buncombe, NC DATE: June 24, 2008 PERCENT SLOPE (Rule .1940): 47 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 18 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 37 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >39 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): Provisional) suitable 1) Provisionally suitable for subsurface drip irrigation 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system system. C 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (%) (Rule .1969) CONY. (Rule .1955) A 0-5 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 5-18 7.5 YR 5/6 — Sandy clay loam 1 msbk Friable 20 0.3 0.6 C 18-37 MCS — Sandy loam Massive Firm — 0.25 0.5 Cr 37-39 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 37 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA =Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments a DESCRIBED BY: Jason D. Wheatley, Soil Science Associate Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM I I ' 1 ' .9 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean PIT: M-11 SECTION N COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 47 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 32 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 47 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >47 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated sap lite depth Calculated for: Subsurface drip irrigation 9 system — 0.35 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-4 10 YR 2/2 — Sandy loam Granular Friable — 0.4 0.8 Bw 4-19 7.5 YR 4/6 — Sandy loam 1 msbk Friable — 0.35 0.7 BC 19-32 10 YR 5/4 MCS Sandy loam 1 msbk Friable — 0.3 0.6 C 32-47 MCS — Loamy sand Massive Very Friable — 0.25 0.5 Cr 47 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 11A. RCVIACu IV/GVV/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828,232.4700 f: 828.232.1331 WWW.BROOKSEA.COM .11 K S E N G N E EA I N.G A S S 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Chestnut PIT: N-4 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 53 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 22 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 22 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >22 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Very Friable — 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONV. (Rule .1955) A 0-5 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 5-15 10 YR 4/6 — Sandy loam 1 msbk Very Friable — 0.35 0.7 BC 15-22 10 YR 4/6 MCS Loamy sand 1 msbk Very Friable — 0.3 0.6 Cr 22 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments N DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist IVY, r[CV1bUU IU/LUV! RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM B LAND PLANNING CIVIL EN6INEERING SUR.VEYIN8 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Ashe PIT: N-5 SECTION N COUNTY: Buncombe, NC DATE: Jul 7, 2008 PERCENT SLOPE (Rule .1940): 45 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 24 inches to hard bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to HB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >30 inches SOIL GROUP (Rule .1955):2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system 2 De th to weathered bedrock ranges from -12-30 inches and occupies 1/3 of it face area at -24 inches. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N L I HK AEROBIC DRIP 1969) CONY. 1955) A 0-6 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw1 6-19 7.5 YR 4/6 — Sandy loam 1 msbk Friable —0.35 0.7 Bw2 19-24 5 YR 4/6 — Sandy loam 1 msbk Friable — 0.35 0.7 R 24-30 RLHB 1/3 RULE APPLIED: Hard bedrock occupies more than 33 percent of the pit starting at 24 inches. [Rule. I 956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist iw ncvlacu lul"w, RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE,--NG 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: N-6 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 41 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 43 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 43 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >56 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system A 0-5 18 inches total depth needed FIELD ESTIMATES 10 a MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist NG Kevisea iuizuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM MOIST COLOR LTAR HORIZON DEPTH MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1939) (inches) (Rule .1941) (Rule .1941) (Rule .1941) N (Rule .1969) (Rule .1955) A 0-5 10 YR 4/2 — Sandylay Granular Very 20 0.4 0.8 loam Friable Bt 5-35 7.5 YR 5/4 — Sandy clay 1 msbk Friable 25 0.3 0.6 loam BC 35-43 7.5 YR 5/6 MCS Sandy clay loam 1 csbk Friable 20 0.25 0.5 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 2Cr 43-56 RLWB percent of the pit starting at 43 inches. [Rule .1956(6)(iii)] a MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist NG Kevisea iuizuut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232,1331 WWW.BROOKSEA.COM c B1' 1 1 ' 1 1 1 fm.7 LAND PLANNING CIVIL ENQINEERING SURVEYING ENVIRDNMEN TAL SERVICES tc;,' ' PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Ashe PIT: N-7 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 52 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 24 inches to hard bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 24 inches to HB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >24 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 2 Bw contains 25% rock fragments; () 6 inches = trench depth 0 inches = slope correction soil depth 12 inches =regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system LTAR lowered accordingly. Friable Very 18 inches total depth needed FIELD ESTIMATES __i L;J .J HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (U/0) L I AK AEROBIC DRIP (Rule 1969) CONY. (Rule .1955) A' 0-4 10 YR 3/4 — Saloamlay Granular Friable Very 20 0.4 0.8 Bw 4-24 7.5 YR 4/6 MCS Saloamlay Granular Friable Very 20 0.3 0.6 2R 24 RLHB 1/3 RULE APPLIED: Hard bedrock occupies more than 33 percent of the pit starting at 24 inches. [Rule .1956(6)(iii)] L" MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist IVI,. r[CV1bUU luicuur RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM B LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: N-8 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 54 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Falling ride SOIL DEPTH (Rule .1943): 14 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 14 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >58 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LTAR AEROBIC DRIP 1969) CONV. 1955) A 0-3 10 YR 4/3 — Loam Blocky Very Friable 20 Bw 3-14 7.5 YR 4/6 — Sandy clay loam 2fsbk Friable 20 — — 2Cr 14-58 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 14 inches. [Rule .1956(6)(iii)] _fes` MCA =Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist 11O' RCVISCu 1wcw1 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA,COM OBER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean PIT: N-9 SECTION N COUNTY: Buncombe, NC DATE: June 25, 2008 PERCENT SLOPE (Rule .1940): 61 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 38 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 42 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >42 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) Few non oriented cobbles and 6 inches =trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system ravels in B horizons. — 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) L i Hr% AEROBIC DRIP (Rule 1969) CONY. (Rule .1955) A 0-6 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 6-30 10 YR 3/6 — Sandy loam 1 fsbk Friable — 0.35 0.7 BC 30-38 10 YR 4/6 — Loamy sand 1 msbk Very Friable — 0.3 0.6 2C 38-42 MCS — Loamy sand Massive Very Friable — 0.25 0.5 2Cr 42 RLWB == MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day -,, MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: N-10 SECTION N COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 57 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 32 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 36 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >36 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 0.3 0.6 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) L I AK CLAY AEROBIC DRIP N 1969) CONY. Rule 55) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 4-26 7.5 YR 3/6 — Sandy clay loam 1fsbk Friable 20 0.3 0.6 BC 26-32 10 YR 4/6 — Sandy loam 1 msbk Very Friable — 0.3 0.6 C 32-36 MCS — Loamy sand Massive Friable — 0.25 0.5 Cr 36 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist iw rNcvwvU Iwl"v RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 9 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: N-11 SECTION N COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 50 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 40 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 40 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip Irrigation system 25 0.3 18 inches total depth needed FIELD ESTIMAI Lb HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N L I t AEROBIC DRIP 1969) M CONV. 1955) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt 4-28 10 YR 3/6 — Sandy clay loam 1 fsbk Friable 25 0.3 0.6 BC 28-40 10 YR 4/6 — Sandy loam 1 msbk Friable — 0.3 0.6 Cr 40 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM A SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS 60111- SERIES: Pi eonroost-Variant PIT: 0-1 SECTION N COUNTY: Buncombe, NC DATE: Jul 8, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): Slightly ex ansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 41 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 41 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >41 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 20 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) (%) LAR AEROBIC DRIP 1969) CONY. 1955) A 0-7 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 7-29 10 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 213t 29-41 5 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 2Cr 41 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist iw r�cvwca iwcw RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232,4700 F: 828.232.1331 WWW.BROOKSEA.COM !ua J T MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: 0-2 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 50 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >105 inches PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >105 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation 9 system 2 0-55 inches described from it; 55-105 inches described from auger boring. FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (%) L I AK AEROBIC DRIP 19619) CONV. 19515) A 0-4 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 4-28 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 BC 28-50 10 YR 4/6 MCS Loamy sand 1 msbk Very Friable — 0.3 0.6 C 50-105 MCS — Sandy loam Massive Friable — 0.25 0.5 11�Rcvwcu 1VI"Ut RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE. NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SER LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Buladean PIT: 0-3 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 56 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 17 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 41 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >41 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches =slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2msbk Friable 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY (O/0) L I HPC AEROBIC DRIP 1969) CONY. 1955) A 0-3 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 3-17 10 YR 4/6 — Sandy loam 2msbk Friable — 0.35 0.7 C 17-41 10 YR 5/4 MCS Loamy sand Massive Very Friable — 0.3 0.6 Cr 41 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM BEff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: 0-5 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 44 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 19 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 19 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >19 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 0.3 0.6 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) L I HK CLAY AEROBIC DRIP (%) 1969) CONY. 19515) A 0-5 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 5-15 7.5 YR 4/8 — Sandy clay loam 2fsbk Friable 20 0.3 0.6 BC 15-19 7.5 YR 4/6 MCS Sandy loam 1 msbk Friable — 0.3 0.6 Cr 19 RLWB v _g MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM s .It K S E N G i N E E R I N G A S S t LAND PLANNING CIVIL ENOINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: 0-6 SECTION N COUNTY: Buncombe, NC DATE: Jul 8, 2008 PERCENT SLOPE (Rule .1940): 41 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 16 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 16 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >21 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system per.1970 rule. p 3 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for Subsurface drip irrigation g system 2 Depth to weathered bedrock ranges from -9-21 inches and occupies 1/3 of it face area at -16 inches. 15 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST CLAY -ENCE (Rule .1941) N LAR AEROBIC DRIP �ggg) CONY. 195e A 0-5 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bw 5-16 10 YR 4/6 — Sandy loam 1 msbk Friable — 0.35 0.7 Cr 16-21 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 16 inches. [Rule .1956(6)(iii)] MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF =Rock fragments A, DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW. BROOKSEA. COM J B R11 1 C I I P1 LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Ashe-Variant PIT: 0-7 SECTION N COUNTY: Buncombe, NC DATE: Jul 3, 2008 PERCENT SLOPE (Rule .1940): 42 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 27 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 41 inches to HB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >41 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 0.3 0.6 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) L I AK CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-2 7.5 YR 2.5/2 — Loam Granular Very0.4 Friable — 0.8 Bt 2-27 10 YR 5/6 — Sandy clay loam 2msbk Friable 20 0.3 0.6 2C 27-41 MCS 10 YR 4/6 Loam Massive Friable — 0.3 0.6 2R 41 RLHB ! MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist IVI, RGV1bUU Ivicvvr RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .I iJIM BEff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: 0-8 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 50 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 46 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 46 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >65 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation g system 25 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) L IAK CLAY AEROBIC DRIP (%) (Rule .1969) CONY. (Rule .1955) A 0-4 10 YR 4/2 — Loam Blocky Friable 20 0.3 0.6 Bt 4-30 7.5 YR 5/4 — Loam 1 msbk Friable 25 0.3 0.6 BC 30-46 10 YR 3/6 MCS Sandy loam 1fsbk Friable — 0.3 0.6 2Cr 46-65 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 46 inches. [Rule .1956(6)(iii)] NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM �a eA'A t NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer — Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM gaff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne ville PIT: 0-9 SECTION N COUNTY: Buncombe, NC DATE: June 25, 2008 PERCENT SLOPE (Rule .1940): 49 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 31 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 64 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >64 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 2) <5% non oriented cobbles and 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system ravels in Bw horizon. 0.7 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) LTAR CONSIST CLAY AEROBIC -ENCE DRIP (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-4 10 YR 3/4 — Loam Granular Friable — 0.35 0.7 Bw 4-21 10 YR 4/6 — Sandy loam 1fsbk Friable — 0.35 0.7 213C 21-31 10 YR 4/6 MCS Sandy loam 1 msbk Friable — 0.3 0.6 2C 31-64 MCS — Loamy sand Massive Very Friable — 0.25 0.5 2Cr 64 RLWB WwArmwq LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: 0-10 SECTION N COUNTY: Buncombe, NC DATE: June 25, 2008 PERCENT SLOPE (Rule .1940): 51 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 48 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 69 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >69 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) <5% non oriented cobbles and 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system ravels in Bt horizon. 0.3 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR MATRIX MOTTLES TEXTURE STRUCT- URE (Rule .1941) (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N LTAR AEROBIC DRIP (Rule .1969) CONY. (Rule .1955) A 0-8 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bt 8-28 7.5 YR 3/6 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 213C 28-48 10 YR 4/6 — Sandy loam 1fsbk Friable — 0.3 0.6 2C 48-69 MCS — Sandy loam Massive Friable — 0.25 0.5 2Cr 69 RLWB u MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments :a DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC; Kevisea 1 U%GUU / RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM w �d ',sem "� MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments '._ DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist OEM LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Edne town PIT: 0-11 SECTION N COUNTY: Buncombe, NC DATE: June 26, 2008 PERCENT SLOPE (Rule .1940): 35 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Upland draw SOIL DEPTH (Rule .1943): >72 inches TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): >72 inches PARENT MATERIAL: Colluvium SEASONAL HIGH WATER TABLE (Rule .1942): >72 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth + 12 inches = regulated soil depth 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Bt 26-53 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (�0) (Rule (Rule .1969) .1955) A 0-13 10 YR 3/2 — Loam Granular Friable — 0.35 0.7 AB 13-26 10 YR 3/4 — Loam 1 msbk Friable — 0.35 0.7 Bt 26-53 10 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 BC 53-72 10 YR 5/6 — Sandy loam 1fsbk Friable — 0.3 0.6 NG Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer - Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM 1 1' 1 / IN V i ' i 1 1 SER LAND PLANNING CIVIL ENGINEERING SO R V E Y I N 0 ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 –The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: P-1 SECTION N COUNTY: Buncombe, NC DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): Not taken CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Failing Ride SOIL DEPTH (Rule .1943): 49 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 49 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >49 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system Bt2 17-49 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule .1969) CONV. (Rule .1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 3-17 7.5 YR 5/4 — Sandy clay loam 2msbk Friable 20 0.3 0.6 Bt2 17-49 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2Cr 49 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 1012007 RLHB = Restrictive layer— Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost-Variant PIT: P-4 SECTION N COUNTY: Buncombe, NC I DATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 45 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 38 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 46 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >46 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule.1956): N/A CLASSIFICATION (Rule.1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation 9 system 2 Weathered bedrock tongues u to -18 inches below surface but occupies only -25% of pit. 18 inches total depth needed FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR MATRIX MOTTLES TEXTURE (Rule .1941) STRUCT- URE (Rule .1941) CONSIST -ENCE (Rule .1941) CLAY N(Rule L FAK AEROBIC DRIP .1969) CONV. (Rule .1955) A 0-5 10 YR 3/3 — Sandy loam Granular Very Friable — 0.4 0.8 Bt 5-25 7.5 YR 4/8 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 BC 25-38 7.5 YR 5/6 — Sandy loam 1 msbk Friable — 0.3 0.6 CB 38-46 MCS 7.5 YR 5/6 Sandy loam Massive Friable — 0.25 0.5 Cr 46 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day - MCS = Multicolored saprolite RF = Rock fragments - { DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NV McVISW -IU/LUV/ RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM .!I LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: P-6 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 54 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 13 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 13 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >45 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A FIELD ESTIMATES10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-3 10 YR 4/3 — Sandy loam Granular Very Friable _ — — Bt 3-13 10 YR 5/6 MCS Sandy clay loam 1fsbk Friable 20 — — 2Cr 13-45 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments L_, DESCRIBED BY: Larry L. Gramm, Soil Scientist r-: 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM :; LAND PLANNING CIVIL ENGINEERING SURVEYIN0 ENVIRONMENTAL SERVICES t PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: P-7 jP____B COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 37 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform R 00KS ENG LAND PLANNING CIVIL ENGINEERING SURVEYIN0 ENVIRONMENTAL SERVICES t PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: P-7 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 37 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 18 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 18 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2Cr 18-53 18 inches total depth needed FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/3 — Sandy clay loam Blocky Friable 20 0.3 0.6 Bt 5-18 7.5 YR 4/6 — Sandy clay loam 2msbk Friable 25 0.3 0.6 2Cr 18-53 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day r- MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer — Weathered bedrock SBRF = Stopped by rock fragments L. 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM SEW LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Pigeon roost -Variant PIT: P-8 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 51 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 35 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 46 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >68 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule. 1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system BC 19-35 18 inches total depth needed i, FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (Inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-7 10 YR 4/3 — Loam Blocky Friable 20 0.3 0.6 Bt 7-19 7.5 YR 5/4 — Sandy clay loam 2fsbk Friable 25 0.3 0.6 BC 19-35 10 YR 4/6 MCS Sandy loam 1csbk Friable — 0.3 0.6 2C 35-46 MCS 10 YR 4/6 Sandy loam Massive Friable — 0.25 0.5 2Cr 46-68 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW,BROOKSEA.COM L't:12� lI 1 1' / 1 ' 1 1 I LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES I L� PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Saluda PIT: Q-1 SECTION N COUNTY: Buncombe, NC DATE: Jul 8, 2008 PERCENT SLOPE (Rule .1940): 40 CLAY MINERALOGY (Rule .1941): N/A LANDSCAPE POSITION (Rule .1940): Noseslo e SOIL DEPTH (Rule .1943): 8 inches to sa rolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 14 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >20 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: RECLASSIFIED (Rule .1948): N/A t_a L j FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (U/0) (Rule (Rule .1969) .1955) A 0-3 7.5 YR 3/3 — Sandy loam Granular Friable — — — BC 3-8 7.5 YR 5/8 MCS Sandy loam 2msbk Friable — — — C 8-14 MCS — Sandy loam Massive Firm — — — Cr 14-20 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day + MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Jason D. Wheatley, Soil Science Associate NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments Checked by: Roy A. Goodwin, Jr., Soil Scientist 'L, j 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM itis) ' I ' 4 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRDNMEN TAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES: Cowee-Variant PIT: Q-4 SECTION N COUNTY: Buncombe, NC DATE: Jul 8, 2008 PERCENT SLOPE (Rule .1940): 40 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo e SOIL DEPTH (Rule .1943): 42 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 42 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >42 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-26 inches described from it; 26-42 inches described12 from auger boring. 18 inches total depth needed << FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV, URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-5 10 YR 3/3 — Sandy loam Granular Friable — 0.4 0.8 Bt1 5-16 7.5 YR 4/8 — Loam 2fsbk Friable 20 0.3 0.6 2Bt2 16-38 2.5 YR 4/6 — Sandy clay loam 1 msbk Friable 25 0.3 0.6 213C 38-42 2.5 YR 4/6 MCS Loam 1csbk Friable — 0.2 0.4 2Cr 42 RLWB NC Revised 10/2007 MCA = Multicolored Alluvium LTAR =Long Term Acceptance Rate in RLHB = Restrictive layer — Hard bedrock MCC = Multicolored colluvium gallons per square foot per day RLWB = Restrictive layer —Weathered bedrock MCS = Multicolored saprolite RF = Rock fragments SBRF = Stopped by rock fragments '­aig DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist '� 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM B II K S E N G I N E E R I N G A S S 1 gaff LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 - The Cliffs at High Carolina LSWS SOIL SERIES: Buladean PIT: Q-5 SECTION N COUNTY: Buncombe, NC JDATE: July 8, 2008 PERCENT SLOPE (Rule .1940): 53 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 28 inches to saprolite TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 42 inches to WB PARENT MATERIAL: Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >42 inches SOIL GROUP (Rule .1955): 2 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth inches = regulated soil depth + 0 inches = regulated saprolite depth Calculated for: Subsurface drip irrigation system 2 0-36 inches described from it; 36-42 inches described12 from auger boring. 18 inches total depth needed - FIELD ESTIMATES 10 HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) (Rule (Rule .1969) .1955) A 0-6 10 YR 3/3 — Loam Granular Friable — 0.35 0.7 Bw 6-23 7.5 YR 4/6 — Loam 2msbk Friable 20 0.3 0.6 BC 23-28 7.5 YR 4/6 MCS Sandy loam 1 msbk Very Friable — 0.25 0.5 C 28-42 MCS — Sandy loam Massive Friable — 0.25 0.5 Cr 42 RLWB I MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day MCS = Multicolored saprolite RF = Rock fragments . DESCRIBED BY: W. Allen Hayes, Jr., Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM n, ;i1 K S E N G I N E E ' I N G A S S 1 i LANG PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 – The Cliffs at High Carolina LSWS SOIL SERIES Saluda PIT: Q-6 SECTION N COUNTY: Buncombe, NC DATE: July 3, 2008 PERCENT SLOPE (Rule .1940): 49 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 38 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 38 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >40 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Provisionally suitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): N/A irrigation system. (2) Pit is located in logging road. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: Subsurface drip irrigation system 0.3 0.6 FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches) MOIST COLOR LTAR MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONV. URE -ENCE DRIP (Rule .1941) (Rule .1941) (Rule .1941) (%) 1969) .1955) Fill 19-0 Fill material A 0-3 7.5 YR 3/3 _ Sandy clay loam Blocky Friable 20 0.3 0.6 Bt 3-24 7.5 YR 5/4 — Sandy clay loam 2csbk Friable 30 0.25 0.5 BC 24-38 10 YR 5/6 MCS Sandy clay loam 2msbk Friable 20 0.25 0.5 2Cr 38-40 RLWB MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day -- MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer — Hard bedrock RLWB = Restrictive layer —Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BR00KSEA.00M B 1 LAND PLANNING CIVIL ENGINEERING SURVEYING ENVIRONMENTAL SERVICES PROJECT NO. AND NAME: 307808 — The Cliffs at High Carolina LSWS SOIL SERIES: Pi eonroost PIT: Q-7 SECTION N COUNTY: Buncombe, NC DATE: Jul 3, 2008 PERCENT SLOPE (Rule .1940): 58 CLAY MINERALOGY (Rule .1941): Slightly expansive LANDSCAPE POSITION (Rule .1940): Sideslo a SOIL DEPTH (Rule .1943): 20 inches to weathered bedrock TOPOGRAPHY (Rule .1940): Uniform RESTRICTIVE HORIZON (Rule .1944): 20 inches to WB PARENT MATERIAL: Colluvium over Residuum SEASONAL HIGH WATER TABLE (Rule .1942): >53 inches SOIL GROUP (Rule .1955): 3 TYPE OF WATER TABLE (Rule .1942): N/A SAPROLITE GROUP (Rule .1956): N/A CLASSIFICATION (Rule .1948): Unsuitable NOTES: 1 Provisionally suitable for subsurface drip RECLASSIFIED (Rule .1948): Provisionally suitable irrigation system. 6 inches = trench depth 0 inches = slope correction soil depth 12 inches = regulated soil depth + 0 inches = regulated saprolite depth 18 inches total depth needed Calculated for: 0.3 Subsurface drip irrigation system 2Cr FIELD ESTIMATES HORIZON (Rule .1939) DEPTH (inches)(Rule MOIST COLOR LTAR I MATRIX MOTTLES TEXTURE STRUCT- CONSIST CLAY AEROBIC CONY. URE -ENCE DRIP .1941) (Rule .1941) (Rule .1941) (0 (Rule (Rule 1969) .1955) A 0-4 10 YR 3/3 Sandy clay loam Blocky Friable 20 0.3 0.6 Bt 4-24 10 YR 5/6 _ Sandy clay loam 2msbk Friable 25 0.3 0.6 2Cr 20-53 RLWB 1/3 RULE APPLIED: Weathered bedrock occupies more than 33 percent of the pit starting at 20 inches. [Rule .1956(6)(iii)j _w MCA = Multicolored Alluvium LTAR = Long Term Acceptance Rate in MCC = Multicolored colluvium gallons per square foot per day e, MCS = Multicolored saprolite RF = Rock fragments DESCRIBED BY: Larry L. Gramm, Soil Scientist NC Revised 10/2007 RLHB = Restrictive layer - Hard bedrock RLWB = Restrictive layer -Weathered bedrock SBRF = Stopped by rock fragments 17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828,232,4700 F: 828.232.1331 WWW.BROOKSEA.COM