SITE IDENTIFICATION: Test Pit #1 DRAINAGE CLASS: Poorly Drained SOIL SERIES (CLOSEST MATCH): Scantic HYDRIC CLASSIFICATION: National A11, NE VI TO LIMITING FACTOR: SSWWD 12E 0 to swt (9 for design of replacement) O 0-1 λa 1 3 2.5Y 3/2 y granular None λcg 3-20 5y/5gy clay massive 2Cd 20 + 2.5y 5/3 massive
SITE IDENTIFICATION: Test Pit #2 DRAINAGE CLASS: Poorly drained SOIL SERIES (CLOSEST MATCH): Kinsman HYDRIC CLASSIFICATION: National No, NE - No TO LIMITING FACTOR: SSWWD 6E 0 to swt λa 0-10 5y 4/3 gravelly coarse y granular and C1 10 28 2.5y 4/3 cobbly gravelly coarse C2 28 36 5Y 4/2 v. cobbly gravelly coarse single grain loose single grain loose
SITE IDENTIFICATION: Test Pit #3 DRAINAGE CLASS: Poorly drained SOIL SERIES (CLOSEST MATCH): Naumburg Poorly drained HYDRIC CLASSIFICATION: National S5, NE - No TO LIMITING FACTOR: SSWWD 6E 3 swt A 0 3 2.5y 3/2 granular C 3 6 2.5y 4/3 y granular Cg1 6 14 2.5y 4/2 y coarse Cg2 14-5y 5/2 coarse single grain very many prominant redox single grain loose
SITE IDENTIFICATION: Test Pit #4 DRAINAGE CLASS: Poorly Drained SOIL SERIES (CLOSEST MATCH): Kinsman HYDRIC CLASSIFICATION: National S5, F6; NE - VIII TO LIMITING FACTOR: SSWWD 6E 0 to swt A 0 5 2.5y 3/2 gravelly y C1 5 14 5y 3/2 gravelly coarse C2 14-2.5y 3/2 very gravelly coarse granular single grain loose and single grain loose and
SITE IDENTIFICATION: Test Pit #5 DRAINAGE CLASS: Somewhat Poorly Drained SOIL SERIES (CLOSEST MATCH): Naumburg SWP/Duane SWP HYDRIC CLASSIFICATION: National No; NE - No TO LIMITING FACTOR: SSWWD 5/6D 12 to swt A 0 5 10yr 4/2 y A/C 5 12 2.5y 4/2 gravelly y C1 12 17 2.5y 4/2 gravelly y C2 17 30 2.5y 4/3 gravelly y C3 30-2.5y 3/2 very gravelly coarse granular massive massive massive massive loose
SITE IDENTIFICATION: Test Pit # 6 DRAINAGE CLASS: Excessively well drained SOIL SERIES (CLOSEST MATCH): Adams HYDRIC CLASSIFICATION: National no; NE - no TO LIMITING FACTOR: SSWWD 5B no limiting factor A/C 0 2 2.5y 4/3 y very fine C1 2 6 2.5y 5/3 y very fine granular granular C2 6 52 2.5y 6/3 fine single grain
SITE IDENTIFICATION: Test Pit # 7 DRAINAGE CLASS: moderately well drained SOIL SERIES (CLOSEST MATCH): Buxton (lamoine/scantic for hydrologic soil group) HYDRIC CLASSIFICATION: National no; NE - no TO LIMITING FACTOR: SSWWD 12E 2 to r/l (9 for design) If cap removed 5/CB) λa 0 2 5y 4/1 silty clay granular λc1 2 16 5y 4/1 silty clay Lithochromatic mottles (redox that formed in soil before being transported to present site) λc2 16 24 5y 4/1 silty clay angular 70% 2.5y 5/3 y fine single grain 2C1 24 30 30% 5y 3/2 silty clay angular very v. v. many prominent redox 2C2 30 54 2.5y 6/3 fine single grain v.
SITE IDENTIFICATION: Test Pit # 8 DRAINAGE CLASS: Moderately well drained SOIL SERIES (CLOSEST MATCH): Buxton HYDRIC CLASSIFICATION: National no; NE no TO LIMITING FACTOR: SSWWD 9C 23 to swt (would not install below soil surface) λa 0 3 2.5y 4/1 silty clay granular λc1 3 13 5y 4/1 silty clay λc2 13 23 5y 4/1 silty clay weak platy 2C1 23 36 80% 5y 4/1 20% 5y 4/2 silty clay silt and 2C2 36 54 5y 4/1 silty clay massive Most likely this soil would be below the A horizon if it were not moist.
SITE IDENTIFICATION: Test Pit # 9 DRAINAGE CLASS: Poorly drained SOIL SERIES (CLOSEST MATCH): Scantic HYDRIC CLASSIFICATION: National A11; NE - VI TO LIMITING FACTOR: SSWWD 12E 4 (9 for design purposes) λa 0 4 5y 4/1 silty clay granular λa/c 4 14 5y 4/1 silty clay weak platy λc 14 20 5y 4/1 silty clay massive 2C 20 52 95% 5y 4/2 5% 10 yr 4/6 silty clay y very fine massive single grain Most likely the A/C and λc horizon would be if the soil were not moist.
SITE IDENTIFICATION: Test Pit # 10 DRAINAGE CLASS: moderately well drained SOIL SERIES (CLOSEST MATCH): Dixfield (brayton/colonel for hydrologic soil group) HYDRIC CLASSIFICATION: National no (F3?); NE no (VI?) TO LIMITING FACTOR: SSWWD 3E- 4 to restrictive layer λa 0 4 10 yr 3/3 fine y 80% 2.5 y 4/2 fine y λc1 4 12 20% 7.5 yr 4/6 fine y granular many prominent lithochromatic redox features λc2 12 27 50% 7.5 yr 3/4 50% 2.5y 4/2 fine y fine y many prominent lithochromatic redox features λc3 27 37 2.5y 4/3 fine y some thought the redox features were lithochromatic 30% large woody debris λc4 37-2.5y 4/2 silt some thought the redox features were lithochromatic Could be classified as hydric if lithochromatic colors are considered current redox features.
SITE IDENTIFICATION: Test Pit # 11 DRAINAGE CLASS: Well drained SOIL SERIES (CLOSEST MATCH): Berkshire HYDRIC CLASSIFICATION: National no; NE - no TO LIMITING FACTOR: SSWWD 2C/B no limiting factor (woody debris?) λa 0 4 2.5 y 4/3 y granular many lithochromatic redox features λc1 4 20 2.5 y 4/3 fine y weak platy many lithochromatic redox features λc2 20 28 2.5y 4/3 fine y λc3 28 40 2.5 y 5/3 fine y many lithochromatic redox features many lithochromatic redox features 30% large woody debris with large voids
SITE IDENTIFICATION: Test Pit # 12 DRAINAGE CLASS: Poorly drained SOIL SERIES (CLOSEST MATCH): Scantic HYDRIC CLASSIFICATION: National F3; NE - VI TO LIMITING FACTOR: SSWWD 9E 0 to swt C1 0 15 5y 4/2 silty clay C2 15 36 95% 5y 4/2 5% 5y 4/3 silty clay y massive platy ff redox manangeese C3 36-10 yr 4/4 y very fine
SITE IDENTIFICATION: Test Pit # 13 DRAINAGE CLASS: Somewhat poorly drained SOIL SERIES (CLOSEST MATCH): Roundabout (Elmwood swp) HYDRIC CLASSIFICATION: National no; NE - no TO LIMITING FACTOR: SSWWD 7E 7 to swt A 0 7 10 yr 4/3 fine y granular B 7 16 7.5 yr 4/4 fine y C 16-2.5 y 3/3 silty clay platy in upper 3 manganese
SITE IDENTIFICATION: Test Pit # 14 DRAINAGE CLASS: Moderately well drained SOIL SERIES (CLOSEST MATCH): Elmwood HYDRIC CLASSIFICATION: National no; NE - no TO LIMITING FACTOR: SSWWD 7C 16 to swt 24 to restrictive layer λa 0 4 2.5y 4/2 gravelly y granular λa2 4 16 2.5y 4/3 gravelly y granular λa/c 16 24 2.5y 5/4 y fine λc 24-26 2.5y 4/3 silty clay 2C 26 50 2.5y 6/3 y fine single grain some varving
SITE IDENTIFICATION: Test Pit # 15 DRAINAGE CLASS: Poorly drained SOIL SERIES (CLOSEST MATCH): Brayton HYDRIC CLASSIFICATION: National F3; NE - VI TO LIMITING FACTOR: SSWWD 12E 0 to swt (use 3 for replacement) λa 0 3 5y 4/2 y granular λc1 3 15 2.5y 4/2 fine y λc2 15 40 2.5y 4/2 very fine y massive very λc3 40-5y 4/3 gravelly y