USDA - Soil Conservation Service
Pedon Narrative Description
DATE Sampled: 07/11/1989

Soil Series: PLYMOUTH

Site Identification #: 89MA023023

Map Unit Symbol: 438DE

Lab Pedon #: 2343801

Soil Survey Area #: 023 MLRA: 149B

County Name: Plymouth

Soil Survey Area Name: PLYMOUTH COUNTY, MASSACHUSETTS

Location Description: Manomet Quad; Plymouth, MA; approx. 1600 feet west of Beaver Dam Road at a point 0.55 miles south of the intersection of Beaver Dam Road and Route 6A.

Quadrangle Name: Manomet

Latitude: 41 degrees 54 minutes 58.0 seconds N
Longitude: 70 degrees 34 minutes 49.0 seconds W

UTM Zone: UTM Easting: UTM Northing:

Photograph #: 4939D

Description Category: Full pedon description

Pedon Category: Modal pedon for series

Slope Characteristics Information
Slope: 41 percent
Aspect: 90 degrees
Horizontal Shape: Convex
Vertical Shape:
Total Slope Length: 200.0 feet
Slope Length Above Site: 66.0 feet

Elevation: 75.0 feet

Physiography:
Local: End Moraine
Major: Glaciated Upland *
Geomorphic Position: on upper third, shoulder, of a nose slope

Moisture Regime: Udic moisture regime

Landuse: Forest land not grazed
Stoniness: 2.00 percent
Permeability: Very rapid

Natural Drainage Class: Excessively drained

Parent Material: Slightly weathered glacial till from mixed-igneous-metamorphic & sedimentary.

Described by: Peter C. Fletcher and Lynda Hinds

Notes: Total slope length distance was an estimate because part of the slope was mined for gravel. Vegetation: red oak, white oak, huckleberry, lowbush blueberry, oak fern.

Oi-- 1 to 0 inches; fibric material. ( 1 to 3 inches; 2 inches)

Oe-- 0 to 2 inches; black (5YR 2/1), interior, partially decomposed organic matter; weak medium granular structure; friable; common very fine roots throughout and common medium throughout; 4.4 LaMotte-Morgan; abrupt smooth boundary. ( 1 to 3 inches; 2 inches)

E-- 2 to 5 inches; gray (10YR 5/1), interior, loamy coarse sand; massive; very friable; common very fine roots throughout and common medium throughout; 4.6 LaMotte-Morgan; 10 percent subrounded mixed gravel and 2 percent subrounded mixed cobbles and 5 percent subrounded mixed stones; abrupt wavy boundary. ( 1 to 4 inches; 3 inches)

Bhs-- 5 to 6 inches; 7 percent dark reddish brown (5YR 3/2), interior, coarse sandy loam; weak fine angular blocky structure; friable; common very fine roots throughout and common medium throughout; 4.8 LaMotte-Morgan; 20 percent subrounded mixed gravel and 5 percent subrounded mixed cobbles and 5 percent subrounded mixed stones; abrupt wavy boundary. ( 1 to 3 inches; 2 inches)

Bw1-- 6 to 10 inches; strong brown (7.5YR 5/6), interior, coarse sandy loam; weak fine angular blocky structure; friable; common medium roots throughout and common very fine throughout; 5.2 LaMotte-Morgan; 20 percent subrounded mixed gravel and 5 percent subrounded mixed cobbles and 5 percent subrounded mixed stones; clear wavy boundary. ( 3 to 8 inches; 5 inches)

Bw2--10 to 24 inches; yellowish brown (10YR 5/8), interior, loamy coarse sand; massive; very friable; common medium roots throughout and common very fine throughout; 5.2 LaMotte-Morgan; 20 percent subrounded mixed gravel and 5 percent subrounded mixed cobbles and 5 percent subrounded mixed stones; clear wavy boundary. ( 9 to 15 inches;12 inches)

BC--24 to 34 inches; brownish yellow (10YR 6/6), interior, coarse sand; single grain; very friable; common medium roots throughout and common very fine throughout; 5.2 LaMotte-Morgan; 35 percent subrounded mixed gravel and 5 percent subrounded mixed cobbles and 5 percent subrounded mixed stones; clear wavy boundary. ( 6 to 11 inches; 9 inches)

C1--34 to 49 inches; light yellowish brown (10YR 6/4), interior, sand; single grain; loose; common very fine roots throughout; 5.2 LaMotte-Morgan; 5 percent subrounded mixed gravel; gradual wavy boundary. (12 to 20 inches;15 inches)

C2--49 to 72 inches; light yellowish brown (10YR 6/4), interior, coarse sand; single grain; loose; common very fine roots in mat at top of horizon; 5.2 LaMotte-Morgan; 35 percent subrounded mixed gravel and 5 percent subrounded mixed cobbles.


Page Maintained by Jim Turenne

Base URL: http://nesoil.com/index.html