Agenda packet — Covina City Council, June 18, 2024 (part 16 of 17)

FINDINGS
Address Researched Address Not Identified in Research Source 628 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
628 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
628 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
628 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
630 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
630 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
632 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
632 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
632 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2408 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 632 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
632 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
632 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
632 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
634 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
634 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
634 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
634 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
634 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2409 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 634 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
634 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
636 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
638 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
638 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
640 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
640 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
640 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
640 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2410 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 642 BARRANCA 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
642 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
642 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
642 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
642 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
642 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
642 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
642 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
644 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2411 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 644 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
644 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
644 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
644 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
645 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
645 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
645 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
645 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
645 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2412 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 645 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
645 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 BARRANCA 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 BARRANCA 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2413 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 648 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
648 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
705 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
708 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
708 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
708 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
708 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
708 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2414 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 708 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2415 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 718 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
718 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2416 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 721 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
721 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
726 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
727 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
727 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
727 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2417 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 727 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
727 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
727 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
727 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
727 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
728 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
728 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
728 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
728 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2418 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 728 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
728 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
728 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
728 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
728 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2419 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 729 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
729 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2420 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 729 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
731 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
731 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
738 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
738 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
738 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
738 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
738 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
738 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2421 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 738 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
738 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2422 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 739 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
739 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
740 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
740 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
740 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
740 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2423 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 740 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
740 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
740 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
748 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
748 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
748 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
748 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
748 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
748 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2424 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 748 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2425 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 749 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
749 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2426 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 750 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2427 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 750 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
750 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2428 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 758 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
758 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2429 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 759 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
759 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2430 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 760 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
760 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2431 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 760 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
768 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
768 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
768 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
768 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
769 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
769 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
769 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
769 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2432 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 769 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
769 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
769 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2433 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 770 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
770 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
776 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
778 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2434 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 778 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
778 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
778 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
778 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
778 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
778 S BARRANCA AVE 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2435 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 779 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2436 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 779 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
779 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2437 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 780 BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 S BRIARGATE LN 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 S BRIARGATE LN 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 S BRIARGATE LN 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
780 S BRIARGATE LN 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
800 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2438 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 800 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
800 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
800 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
840 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
848 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
848 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
848 BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
848 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
848 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2439 of 2700 ends

FINDINGS
Address Researched Address Not Identified in Research Source 848 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
848 S BARRANCA AVE 2020, 2017, 2014, 2010, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
848 S BARRANCA AVE 2020, 2017, 2014, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920
848 S BARRANCA AVE 2020, 2017, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

Page 2440 of 2700 ends

TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE The following Target Property addresses were researched for this report, and the addresses were not identified in the research source.

Address Researched Address Not Identified in Research Source 747 Barranca Avenue 2020, 2017, 2014, 2010, 2006, 2005, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920

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APPENDIX G

QUALIFICATIONS OF ENVIRONMENTAL

PROFESSIONAL

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SHAWN MUNGER, CHG
Principal
Since 1985, Shawn has been managing groundwater supply
evaluations, hydrogeologic studies, chemical assessments, Phase I and II Site Assessments, UST site investigations, risk-based corrective action (RBCA), VOC remediation, and agricultural impact evaluations. He serves as Principal-inCharge or Project Manager with extensive expertise in environmental and hazardous materials projects involving groundwater, hydrology, contaminant fate and transport, and complex remediation programs. A renowned expert in his
field, Shawn has successfully solved many difficult
environmental challenges to achieve desired project
outcomes.

SELECT PROJECT EXPERIENCE
Heritage Fields, Great Park Neighborhoods—Irvine, CA
Principal in Charge. Shawn provided principal oversight of the preparation of over 50 phase I and Phase II Environmental Site Assessments for the former El Toro Marine Corps Air Station (MCAS). The site is currently under development as a large-scale mixed-use development including several
schools, residential subdivisions, recreational facilities and commercial development. Shawn also provided consultation regarding environmental site characterization and
remediation at the site.

Hanover Cannery Park Project No. 14-473—San Jose, CA
Principal in Charge. Shawn provided principal oversight and review of the Phase I ESA, and soil, groundwater, and soil gas sampling. The historical use of the site resulted in chlorinated solvent impacts to groundwater and soil gas.

Results were communicated to the client as well as the
oversight regulatory agency to come with the proposed
remediation. The project consists of redeveloping an
approximately 9-acre commercial/industrial property listed on the California Regional Water Quality Control Board’s
GeoTracker database as an open site assessment cleanup
program site. Elevated concentrations of VOCs (specifically PCE and TCE) have been previously detected in soil,
groundwater, and soil gas at the property.

Mission VillageValencia, CA
Principal in Charge. Shawn provided principal oversight of multiple phase I/II environmental site assessments and site remediation. The project site consists of a large scale, residential and mixed-use subdivision, which was a former oil/gas production field, with more than 40 abandoned oil/gas wells.

EDUCATION
BS Geology University of California,
Davis 1985

EXPERIENCE
Years with ENGEO: 36

REGISTRATIONS &

CERTIFICATIONS
Certified Hydrogeologist, CA 413
Professional Geologist, CA 5810
HAZWOPER 40 Hour Training, CA
100830513934
HAZWOPER 8 Hour Training, CA
180720576014

SPECIALIZATIONS
 Environmental Assessments and
Remediation
 Environmental Restoration
 Water Quality Studies
 Water Wells/Hydrogeology

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SHAWN MUNGER, CHG
Vita PaktCovina, CA
Principal in Charge. Shawn provided principal oversight of phase I/II environmental site assessments and risk evaluations. The approximately 5.9-acre site formerly operated as fruit processing and dehydration business (ceased operation by 2016) and is planned to be redeveloped into residential housing. Subsurface soil gas impacts were identified in association with past operations.

Innovation at Warm Springs—Fremont, CA
Principal in Charge. Shawn provided oversight of the preparation of Phase I and II ESAs, along with a Preliminary Endangerment Assessment (PEA) for a new elementary school site. The approximately 109-acre site is currently occupied by a parking lot, warehouse buildings, agricultural fields, and UPRR railroad tracks. The southern portion of the Property was a part of the former auto manufacturing and distribution facility jointly owned by Toyota and General Motors. The northern portion of the Property has been used for agricultural purposes since at least the late 1930s. Additionally, railroad tracks are present along the eastern boundary of the Property.

Former gasoline ASTs existed on the Property, along with a pump station and fuel dispensers, which were removed in 2010. The former car wash area also had a wastewater recovery system, which included oil/water separators, clarifiers, and interceptor tanks. One UST was located in the southeast portion of the agricultural fields, which was removed in 2004. Four 10,000-gallon diesel and gasoline USTs were formerly located in the southwestern portion of the Property in the haul-away parking lot area. Mixed-use redevelopment is planned for the Property. A phase II ESA was recommended for the Site, including soil and groundwater sampling. 277 Fairchild 228/236 Evandale Ave—Mountain View, CA
Principal in Charge. Shawn provided oversight of soil, groundwater and soil gas characterizations, risk evaluations and Response Action Plan preparation under USEPA oversight. The site is within the Middlefield-Ellis-Whisman (MEW) Superfund site, contaminated with chlorinated solvents from legacy semiconductor plant operations. On-going remedial activities included soil vapor extraction, groundwater treatment using bioaugmentation, and groundwater/soil gas monitoring.

The proposed site development consists of detached single-family homes and townhomes.

The Rivers—West Sacramento, CA
Principal in Charge. Shawn provided oversight of during the preparation of a Removal Action Workplan (RAW) in coordination with CAL-EPA DTSC. The property is a proposed charter school site. ENGEO performed environmental site characterization work to address residual pesticide contamination die to historic termiticide applications. A Removal Action Workplan was developed under the oversight of CAL-EPA to excavate and remove the pesticide impacted soils. Remedial activities were completed in 2018 and DTSC issued a “no further action” letter.

Sparklizing Cleaners and Laundry—Fremont, CA
Group Leader, Principal in Charge, Project Manager. Shawn provided principal review and data analysis for this former dry cleaning facility, which had released tetrachloroethylene (PCE) to site soil and groundwater.

The project site consists of a dry-cleaning facility located within a commercial/retail center.

Dry-cleaning operations have been conducted at the facility since 1974 and have resulted in chlorinated solvent impacts to soil and groundwater beneath the site. As a result, the CRWQCB opened a Spills, Leaks, Investigations, and Cleanups (SLIC) case and the site was referred to the Alameda County Water District (ACWD) for lead agency oversight. A series of soil and

Page 2444 of 2700 ends

SHAWN MUNGER, CHG
groundwater investigations identified a source area beneath the drycleaner suite and an adjoining retail suite. ENGEO prepared a Corrective Action Plan (CAP) and coordinated the in-situ chemical oxidation program, which consisted of injecting 35,000 gallons of potassium permanganate to the subsurface to oxidize chlorinated solvents. The project is currently in the post remediation monitoring phase.

Pleasant Hill BART Station—Walnut Creek, CA
Principal in Charge. Shawn provided oversight, data analysis and consultation during the preparation of a Phase II Environmental Site Assessment. The property is an existing BART station that encompasses 20 acres, including the platform/station area, electrical facilities, a parking garage and additional paved parking areas.

Westshore—Richmond, CA
Project Manager. Shawn conducted Phase I and II Site Assessments, risk evaluations and prepared a soil management plan. The property was a former automotive manufacturing plant proposed for a multi-unit condominium development, including a 6-story podium structure to include five residential floors with 269 units and one parking floor.

Rancho Miramonte—Chino, CA
Principal in Charge. Shawn performed Principal review of ENGEO's environmental documents for this large former dairy facility, proposed for a large-scale detached single-family residential subdivision. Issues with the site included former leaking USTs, nitrate impacts from manure disposal, and surface water impairments. The project was approved for development by the County Environmental Health Department.

Hercules Property—Hercules, CA
Project Manager. Shawn provided oversight of a Phase I Environmental Site Assessment, site asbestos survey, site characterization, and demolition observation/contaminant assessment. The project area consists of ±167 acres located near and along the southeastern shore of San Pablo Bay in Hercules. The property was once a portion of a 1300-acre manufacturing facility that was operated by DuPont from 1879 to 1913 and Hercules Incorporated from 1913 to 1979. The planned development includes single/multi-family residential development with some commercial components.

Highlands Ranch—Pittsburgh, CA
Principal in Charge. Shawn provided oversight, data analysis, and collaboration with RWQCB personnel. The project site consists of a 140-acre portion of the former Chevron Los Medanos Tank Farm located in Pittsburg, California. The site was historically occupied by 24 crude oil tanks and four wax ponds. Remediation of the crude oil tank and wax pond locations was conducted according to a remedial action plan (RAP) and oversight was provided by the CRWQCB.

Remediation was performed over a period of four months and consisted of excavating approximately 110,000 cubic yards of impacted soil and placing the material in windrows for exsitu bioremediation.

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www.engeo.com

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HYDROLOGY ANALYSIS
REPORT
FOR
ZEST 2.0
VTTM 84311
City of Covina
County of Los Angeles, California
November 2, 2023
Prepared for:

TRUMARK HOMES
450 Newport Center Drive, Suite 300
Newport Beach, CA 92660
(949)999-9800
Prepared by:

Hunsaker & Associate Irvine, Inc.
3 Hughes
Irvine, CA 92618
(949)583-1010

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HYDROLOGY ANALYSIS
PLAN
FOR
ZEST 2.0
VTTM 84311
Prepared Date: 10/05/2023
PREPARED UNDER THE SUPERVISION OF:
12/02/2023
Jianhua “Gary” Guan, R.C.E. 64519, Exp. 06/30/25 Date:

Page 2448 of 2700 ends

HYDROLOGY ANALYSIS
PLAN
FOR
ZEST 2.0
VTTM 84311
Prepared Date: 10/05/2023
PREPARED UNDER THE SUPERVISION OF:
12/02/2023
Jianhua “Gary” Guan, R.C.E. 64519, Exp. 06/30/25 Date:

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TABLE OF CONTENTS

SECTION TITLE
1 INTRODUCTION & DISCUSSION
2 EXISTING CONDITION HYDROLOGY CALCULATIONS & MAP
3 PROPOSED CONDITION HYDROLOGY CALCULATIONS & MAP
4 REFERENCES
● EXISTING 24” STORM DRAIN PER TRACT 83178 IMPROVEMENTS ● HYDROLOGY MAP FOR VITA PAKT – TRACT 83178

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SECTION 1

INTRODUCTION & DISCUSSION

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- 1 -
A. INTRODUCTION
The proposed residential development for Zest 2.0 –Tract Map No. 84311 is located in the City of Covina, County of Los Angeles. The subject site is located on the north and east side of existing residential, south of Kelby Park, and west of Barranca Avenue. The general location can be found from the vicinity map attached.

The site presently encompasses commercial/retail buildings with parking lots.

The overall property is approximately +/-2.77 gross acres and is generally a rectangular-shaped parcel. The project site is vacated and not in use. The proposed project would demolish all asphalt and paved areas, buildings, structures and landscaping.

Surrounding land uses include primarily residential and commercial land uses.

Trumark Homes proposes Tract Map No. 84311 for the development of residential lots, parkways, on-street parking, private drives, curb, gutter, sidewalk and storm drain improvements, wet and dry utilities and related infrastructure improvements.

B. DRAINAGE PATTERNS
The overall studied area is approximately +/-2.77 gross acres in size and the Stormwater and surface water onsite generally flow from northeast to southwest direction. The onsite storm runoffs discharge into an existing basin along the west side of the property. Currently, there is an existing 24” riser, that outlets into tract 83178 storm drain system, to catch any flows that overflow out of the basin (refer to the hydrology map for detailed locations). The existing storm drain plans TR 83178 can be found in Reference Section 4.

During the proposed condition, the project site will be proposed to follow the existing condition drainage pattern – discharging into the existing 24” storm drain (per recently developed Tract 83178) with the proposed onsite storm drains and area drains. The proposed underground vault was provided to contain the water quality volumes and infiltrate to the ground.

C. PREVIOUS HYDROOGY STUDY
The project site was included in the hydrology study for Tract 83178 during the Tract 83178 developments. Per the hydrology map (see Reference Section 4), the 25-year flow rate is about 8.34 cfs with a tributary area of 2.8 acres.

D. STUDY PURPOSE
The purpose of this study is to analyze pre-project and post-project hydrology of the project site to determine the peak flow rates of storm runoff and to analyze the negative impacts, if any, due to the project developments.

Page 2452 of 2700 ends

- 2 -
E. HYDROLOGIC INFORMATION
A 25-year storm was analyzed for the project site. The project site encompasses the No. 006 soil group. The 50-year 24-hour isohyet is approximately 7.0 inches.

The project falls into DPA zone 6. The 85th Percentile, 24-hr Rainfall is approximately 1.0 inches. The reference Los Angeles County Hydrology Map GIS information can be found in this Section.

The area averaged 96% of impervious percentage (Retail Center Land Use) was applied for the existing condition hydrology analysis and a uniform 86% of impervious area (Apartments and Condominiums Residential) was applied for the proposed condition hydrology analysis.

F. METHODOLOGY
The methodology described in the Los Angeles County Department of Public Works (LACDPW) Hydrology Manual dated January 2006, was used to compute storm run-off from the project site. The LACDPW HydroCalc computer program was used to compute subarea time of concentration (TC), Peak Flow Rates and Runoff Volume. The hydrology calculations are included in Section 2 for existing (pre-project) and Section 3 proposed (post-project) conditions of this report.

G. HYDROLOGY CALCULATION RESULTS
The summary of the hydrology study results and the comparisons between the existing and proposed conditions can be found in the following Hydrology Summary Table.

Hydrology Summary Table
VTTM 84311
City of Covina, County Of Los Angeles
Drainage
Area
Existing
Condition (1)
Proposed
Condition (2)
Differences
(3)=(2)-(1)
Area 25-yr
Storm Area 25-yr
Storm Area 25-yr
Storm
(acre) (cfs) (acre) (cfs) (acre) (cfs)
1A 2.77 8.37 2.77 7.72 0 -0.65
Total 2.77 8.37 2.77 7.72 0.00 -0.65
As indicated from the summary table, the overall peak flow rates decrease due to the project development. The overall peak flow rate decreases 0.65 cfs for 25- year storm. The proposed condition 25-year storm (7.72 cfs) is less than the downstream storm design flow rate (8.34 cfs). Overall, it is concluded that there will have no adverse impacts to the existing drainage systems due to the project developments.

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Page 2454 of 2700 ends

PROJECT SITE Page 2455 of 2700
SECTION 2

EXISTING CONDITION

HYDROLOGY CALCULATIONS AND MAP

Page 2456 of 2700 ends

Peak Flow Hydrologic Analysis
File location: F:/1145/Engineering/SY_Hydrology/TR 84311/TR 84311 Existing Condition - Subarea 1A.pdf Version: HydroCalc 1.0.3
Input Parameters
Project Name TR 84311 Existing Condition
Subarea ID Subarea 1A
Area (ac) 2.77
Flow Path Length (ft) 480.0
Flow Path Slope (vft/hft) 0.018
50-yr Rainfall Depth (in) 7.0
Percent Impervious 0.96
Soil Type 6
Design Storm Frequency 25-yr
Fire Factor 0
LID False
Output Results
Modeled (25-yr) Rainfall Depth (in) 6.146
Peak Intensity (in/hr) 3.3657
Undeveloped Runoff Coefficient (Cu) 0.848
Developed Runoff Coefficient (Cd) 0.8979
Time of Concentration (min) 6.0
Clear Peak Flow Rate (cfs) 8.3714
Burned Peak Flow Rate (cfs) 8.3714
24-Hr Clear Runoff Volume (ac-ft) 1.228
24-Hr Clear Runoff Volume (cu-ft) 53491.1255

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I R V I N E , I N C . PLANNING PH: (949) 583-1010 SURVEYING Three Hughes Irvine, CA 92618 FX: (949) 583-0759 ENGINEERING Page 2458 of 2700 SECTION 3

PROPOSED CONDITION

HYDROLOGY CALCULATIONS AND MAP

Page 2459 of 2700 ends

Peak Flow Hydrologic Analysis
File location: F:/1145/Engineering/SY_Hydrology/TR 84311/TR 84311 Proposed Condition - Subarea 1A.pdf Version: HydroCalc 1.0.3
Input Parameters
Project Name TR 84311 Proposed Condition
Subarea ID Subarea 1A
Area (ac) 2.77
Flow Path Length (ft) 525.0
Flow Path Slope (vft/hft) 0.008
50-yr Rainfall Depth (in) 7.0
Percent Impervious 0.86
Soil Type 6
Design Storm Frequency 25-yr
Fire Factor 0
LID False
Output Results
Modeled (25-yr) Rainfall Depth (in) 6.146
Peak Intensity (in/hr) 3.1305
Undeveloped Runoff Coefficient (Cu) 0.8314
Developed Runoff Coefficient (Cd) 0.8904
Time of Concentration (min) 7.0
Clear Peak Flow Rate (cfs) 7.7211
Burned Peak Flow Rate (cfs) 7.7211
24-Hr Clear Runoff Volume (ac-ft) 1.1322
24-Hr Clear Runoff Volume (cu-ft) 49318.431

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SECTION 4

REFERENCES

Page 2462 of 2700 ends

● EXISTING 24” STORM DRAIN PER TRACT 83178

IMPROVEMENTS

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Page 2464 of 2700 ends

● HYDROLOGY MAP FOR VITA PAKT – TRACT 83178

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TRUMARK HOMES SUITE 300 450 NEWPORT CENTER DRIVE NEWPORT BEACH, CA 92660 TEL. (949) 999-9820 HYDROLOGIC SUMMARY Page 2466 of 2700

PRELIMINARY

LOW IMPACT

DEVELOPMENT PLAN

VESTING TENTATIVE TRACT MAP NO. 84311

Project Address:
747 North Barranca Avenue
City of Covina, CA

Prepared for:

450 Newport Center Drive, Suite 300
Newport Beach, CA 92660
(949) 999-9800

Prepared by:

Hunsaker & Associates Irvine, Inc.
3 Hughes
Irvine, CA 92618
(949) 583-1010

Preparation Date:

February 8, 2024

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FINAL LOW IMPACT DEVELOPMENT PLAN

VESTING TENTATIVE
TRACT
MAP
N
O. 84311 City of Covina, CA

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W.O. 3593-101

PRELIMINARY

LOW IMPACT DEVELOPMENT (LID) PLAN

VESTING TENTATIVE TRACT MAP NO. 84311

747 NORTH BARRANCA AVENUE

CITY OF COVINA, COUNTY OF LOS ANGELES

PREPARED FOR:

450 NEWPORT CENTER DRIVE, SUITE 300
NEWPORT BEACH, CA 92660
(949) 999-9800

SUBMITTED TO:

CITY OF COVINA

PLANNING DIVISION
125 E. COLLEGE STREET
COVINA, CA 91723
(626) 384-5450
PREPARED BY:

HUNSAKER & ASSOCIATES IRVINE, INC.
3 HUGHES
IRVINE, CA 92618
(949) 583-1010

PREPARED:

FEBRUARY 8, 2024

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Certification
Engineer’s Certification
Low Impact Development (LID) Plan
Preparer (Engineer) Certification
Preparer (Engineer): Vojta Safranek
Title Project Manager/Engineer PE Registration # 49068
Company Hunsaker & Associates Irvine, Inc.

Address 3 Hughes, Irvine, CA 92618
Email [email protected]
Telephone # 949-583-1010

I HEREBY CERTIFY THAT THIS LOW IMPACT DEVELOPMENT (LID) PLAN IS IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN ORDER NO. R4-2021-0101- /NPDES NO. CAS004004 OF THE LOS ANGELES REGIONAL WATER QUALITY CONTROL BOARD.

I certify under penalty of law that this document and all attachments were prepared under my jurisdiction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations Preparer
Signature Date
Place
Stamp
Here

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Certification
Project Owner’s Certification
Low Impact Development (LID) Plan
I certify under penalty of law that this document and all attachments were prepared under my jurisdiction or supervision in accordance with a system designed to assure that a qualified personnel property gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Owner’s Name: Eric Nelson
Owner’s Title: Vice President, Community Development
Company: Trumark Homes
Address:
450 Newport Center Drive, Suite 300
Newport Beach, CA 92660
Email: [email protected]
Telephone No: (949) 999-9800
Signature Date:

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Contents
Table of Contents
Section Page
LID NOTES: ........................................................................................................................ i I. LID Requirements and Project Description ......................................................................... 1 A. LID Background............................................................................................................. 1 B. Designated Project Categories........................................................................................ 1 C. Site Description.............................................................................................................. 2 D. Project Description......................................................................................................... 3 E. Geotechnical Conditions................................................................................................ 3 F. Watershed Area and Drainage Conditions....................................................................... 4 G. Other Site Considerations............................................................................................... 4 H. Receiving Water Impairments.......................................................................................... 4 I. Pollutants of Concern..................................................................................................... 5 II. BEST MANAGEMENT PRACTICES (BMP’s) ........................................................................ 7 A. Site Design Principles ..................................................................................................... 7 B. Source Control Measures ............................................................................................... 8 C. Storm Water Quality Design Volume (SWQDv) .............................................................. 10 D. Storm Water Quality Control Measures......................................................................... 10 E. Hydromodification Requirements................................................................................... 11 III. Storm Water Quality Control Measure Maintenance ......................................................... 12 ATTACHMENTS ................................................................................................................ 33 ATTACHMENT A VICINITY MAP .............................................................................................. 34 ATTACHMENT B SITE PLAN & LANDSCAPE PLAN..................................................................... 35 ATTACHMENT C BMP CALCULATIONS AND DETAILS.............................................................. 36 ATTACHMENT D OPERATION & MAINTENANCE PLAN............................................................ 39 ATTACHMENT E BMP INSPECTION MAINTENANCE RECORDS ............................................... 43 ATTACHMENT F EDUCATIONAL MATERIALS........................................................................... 44 ATTACHMENT G INFILTRATION EVALUATION......................................................................... 45

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page i
LID NOTES:

1. Determine and provide the pre- and post- development pervious and impervious areas created by the proposed development.

POST DEVELOPMENT
Impervious Area 2.38 Acres Percent Impervious 86 %
Pervious Area 0.39 Acres Percent Pervious 14 %

PRE DEVELOPMENT
Impervious Area 2.66 Acres Percent Impervious 96 %
Pervious Area 0.11 Acres Percent Pervious 4 %

2. Any modifications to the approved Low Impact Development (LID) report must be resubmitted to the City for approval.

3. A copy of the approved Low Impact Development (LID) report must be in the possession of a responsible person and available at the site at all times.

4. All structural BMP’s shall be accessible for inspection and maintenance.

5. Prior to commencement of any work for connection to City or County maintained storm drain, an encroachment permit from the appropriate party shall be obtained.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 1
I. LID Requirements and Project Description
A. LID Background
In 1987, The Federal Water Pollution Control Act (also referred to as the Clean Water Act [CWA] was amended to provide that the discharge of pollutants to waters of the United States from stormwater is effectively prohibited, unless the discharge is in compliance with a National Pollutant Discharge Elimination System (NPDES) Permit.

The 1987 amendments to the CWA added Section 402 (p), which established a framework for regulating municipal, industrial and construction stormwater discharges under the NPDES program. In California, these permits are issued through the State Water Resources Control Board – (SWRCB) and the nine Regional Water Quality Control Boards.

On July 23, 2021 the Regional Water Quality Control Board, Los Angeles Region (RWQCB), adopted Order No. R4-2021-0105. This Order is the NPDES Permit (NPDES No. CAS004004) for municipal stormwater and urban runoff discharges that cover Los Angeles County, 85 incorporated cities within Los Angeles County, the Ventura County Watershed Protection District, County of Ventura and 10 incorporated cities within Ventura County, which are designated as permittees.

In compliance with the Permit, the Permittees have implemented a stormwater quality management program (SQMP) with the ultimate goal of accomplishing the requirements of the Permit and reducing the amount of pollutants in stormwater and urban runoff wherein new development/redevelopment projects are required to prepare a Low Impact Development (LID) report.

As a Permittee of the County of Los Angeles, Best Management Practices (BMPs) are enforceable by the City of Covina.

B. Designated Project Categories
Table 1, Designated Project Categories, identifies the Project as Category 1, thereby requiring development of this Low Impact Development (LID) report.

Table 1 – Designated Project Categories
Category Description
1 All development projects equal to 1 acre or greater of disturbed area and adding more than 10,000 square feet of impervious surface area. 2 Industrial parks with 10,000 square feet or more of surface area. 3 Commercial malls with 10,000 square feet or more of surface area. 4 Retail gasoline outlets with 5,000 square feet or more of surface area. 5 Restaurants (Standard Industrial Classification [SIC] of 5812) with 5,000 square feet or more of surface area.
6 Parking lots with 5,000 square feet or more of impervious surface area, or with 25 or more parking spaces.
7 Automotive service facilities (SIC Codes: 5013, 5014, 5511, 5541, 7532- 7534 and 7536-7539) with 5,000 square feet or more of surface area.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 2
Table 1 – Designated Project Categories
Category Description
8 Projects located in or directly adjacent to, or discharging directly to a Significant Ecological Area (SEA), where the development will:
• Discharge stormwater runoff that is likely to impact a sensitive biological species or habitat; and
• Create 2,500 square feet or more of impervious surface area. 9 Redevelopment projects, which are developments that result in creation or addition or replacement of either: 5,000 square feet or more of impervious surface on a site that was previously developed as described in the above bullets; or (2) 10,000 square feet or more of impervious surface area on a site that was previously developed as a single-family home. • Where 50 percent or more of the impervious surface of a previously developed site is proposed to be altered and the previous development project was not subject to post-construction stormwater quality control measures, the entire development site (e.g., both the existing development and the proposed alternation) must meet the requirements of the LID Standards Manual. • Where less than 50% of the impervious surface of a previously developed site is proposed to be altered and the previous development project was not subject to post-construction stormwater quality control measures, only the proposed alteration must meet the requirements of the LID Standards Manual. • Redevelopment does not include routine maintenance activities that are conducted to maintain original line and grade, hydraulic capacity, original purpose of facility or emergency redevelopment activity required to protect public health and safety. Impervious surface replacement, such as the reconstruction of parking lots and roadways which does not disturb additional area and maintains the original grade and alignment, is considered a routine maintenance activity. Redevelopment does not include the repaving of existing roads to maintain original line and grade.

C. Site Description
The approximately 2.77-acre project site is located just northwest of the intersection of North Barranca Avenue and East Edna Place, in the City of Covina. The existing site address is 747 North Barranca Avenue, assessor’s parcel number (APN) 8430-015- 021. Specifically, the site is bound to the north by existing Kelby Park, residential homes and East Cypress Street beyond; to the east by North Barranca Avenue and commercial/industrial facilities beyond; to the south by a new residential development (Tract 83178), existing industrial facilities and abandoned railroad tracks beyond; and to the west also by Tract 83178, existing residential homes and Curtis Avenue beyond.

Surrounding land use includes recreation (park), commercial/industrial and residential uses. Existing land use for the project site is commercial/industrial, with zoning designation of M-1 (Light Manufacturing). Proposed land use is residential.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 3
There are no known Significant Ecological Area (SEA) located within project limits or directly adjacent to the project site, nor does the project discharge directly to any areas identified as an SEA.

D. Project Description
Trumark Homes proposes Vesting Tentative Tract Map No. 84311 for a 75-unit multifamily residential development with common landscaping areas, private drives, curb, gutter, sidewalk and storm drain improvements, wet and dry utilities and related infrastructure improvements.

A summary of the project’s land use is as follows:

Lot Land Use Acres
1 Residential Condominiums 2.77
Total -- 2.77
Proposed residential units is anticipated to consist of single and multi-level units with living area ranging from 870 square feet of living area to 1,903 square feet of living area and bedrooms and bathrooms ranging from 1 bedroom with 1-bathroom units to 3 bedrooms with 3 bathrooms units.

Parking for the project will include 128 garage space parking and 25 uncovered head in spaces for a total of 153 spaces.

Proposed landscaping will consist of private homeowner association (HOA) maintained common open space areas located along project walkways, parkways and the open space areas. Total landscaping is anticipated to consist of approximately 14% of the project site, or 0.39 acres.

Paved and other impervious areas of the site include the project’s private drives, parking areas, curb, walkways and gutter improvements, the building footprint of each residential complex as well as the paved improvements in open space areas. Total impervious surface is anticipated to consist of 86% of the total project site, or 2.38 acres.

Activities typical of residential developments can be anticipated for the project. These are anticipated to include day-to-day activities such as recreation, commuting, gardening and other typical residential activities.

There are no infrastructure improvements within the project site (limits of VTTM 84311) that will be transferred to public agencies. All onsite infrastructure improvements are considered private improvements, to be privately maintained by the future homeowners’ association (HOA). There are no offsite infrastructure improvements proposed.

E. Geotechnical Conditions
Topography – The topography of the project site relatively flat, sloping gently to the southwest with elevations ranging from 591 feet above mean sea level in the northeast to 586 feet above mean sea level to the southwest. Onsite structures include a commercial building location centrally in the site and a paved parking lot to the east.

Soil Type and Geology – Geographically, the subject property is located within San Gabriel Valley, which consists of thick layers of Quaternary alluvial deposits sourced from the San Gabriel Mountains to the north and Puente Hills and San Jose Hills to the south.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 4
Based on onsite geotechnical investigations, the subsurface soils fill material underlain by Holocene-aged surficial sediments, consisting of alluvial gravel, sand and silt of valleys and floodplains.1 Based on the County of Los Angeles soils information, onsite soils primarily consist of Hanford Fine Sandy Loam (County Soil Type 006 – HF-1), categorized as a Hydrologic Soil Group B soil with moderate to good infiltration rate when thoroughly wet.

Groundwater – Groundwater was not encountered in any of the subsurface evaluations conducted by the most recent geotechnical investigation up to 51.5’ below existing surface. Historic high groundwater is estimated at approximately 200 feet below current surface.

Other Geotechnical Issues – Based on the project’s geotechnical investigations, there are no geotechnical issues related to infiltration of runoff for the project.

F. Watershed Area and Drainage Conditions
Watershed – The project site lies within the eastern-central of the San Gabriel River Watershed and is tributary to Big Dalton Wash and Walnut Creek. The central and lower portions of the watershed are heavily urbanized, with the lower part of the river flowing through a concrete-lined channel prior to becoming a soft bottom channel near the City of Long Beach.

Existing Drainage – Stormwater and surface water onsite generally flow southwesterly to an existing basin located along the western edge of the property, where the majority of runoff is infiltrated. Overflow from the basin is discharged to an existing 24” riser that outlets to Tract 83178 storm drain system and conveyed southwesterly through the Tract and then westerly to the existing County storm drain in North Citrus Avenue, southerly to the existing storm drain in East San Bernardino Road and then southwesterly via County storm drain laterals prior to discharging to Big Dalton Wash, which is tributary to Walnut Creek, the San Gabriel River (Reaches 3, 2 and 1) and ultimately, the Pacific Ocean.

Proposed Drainage – In the developed condition, stormwater and surface water onsite be conveyed as surface flow to the project’s backbone storm drain system and conveyed westerly and southwesterly to the existing storm drain connection to Tract 83178, as in pre-project conditions.

Based on preliminary soils infiltration testing conducted as part of the project’s geotechnical investigation, project soils is conducive for infiltration. Therefore, the project will employ the use of infiltration BMPs to address the project’s LID BMP requirements.

G. Other Site Considerations
Existing Utilities – Based on preliminary site assessment, the locations of existing utilities onsite and offsite would not pose any issues to the project’s proposed BMPs.

H. Receiving Water Impairments
When designated beneficial uses of a particular water body are compromised by water quality, Section 303(d) of the Clean Water Act requires identifying and listing that water body as “impaired”. Once a water body has been deemed impaired, a Total Maximum Daily Load (“TMDL”) must be developed for each water quality constituent 1 ENGEO, Inc. “Design Level Geotechnical Report – Zest 2.0, Covina, California.” October 30, 2023.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 5
that compromises a beneficial use. A TMDL is an estimate of the total load of pollutants, from point, non-point, and natural sources, that a water body may receive without exceeding applicable water quality standards (with a “factor of safety” included). For point sources, including stormwater, the load allocation is referred to as a “Waste Load Allocation” (WLA) whereas for nonpoint sources, the allocation is referred to simply as a “Load Allocation”.

Impairments to the project’s receiving waters are as follows:

Receiving Water 303(d) TMDL Status
Big Dalton
Wash None None
Walnut Creek
Benthic Community Effects
Indicator Bacteria
pH
TMDL Required
San Gabriel
River Reach 3 Indicator Bacteria Addressed by USEPA approved TMDL San Gabriel
River Reach 2
Cyanide
Water Temperature
TMDL Required
Lead Addressed by USEPA approved TMDL
San Gabriel
River Reach 1 pH, Temperature TMDL Required
San Gabriel
River Estuary
Dioxin
Nickel
Dissolved Oxygen
TMDL Required
Copper
Indicator Bacteria
Being addressed with USEPA
approved TMDL
San Pedro Bay
(Pacific Ocean)
Chlordane
PCBs
Total DDT
Toxicity
Being addressed with USEPA
approved TMDL
I. Pollutants of Concern
Urban storm water run-off in both the dry and rainy season contains pollutants that can be carried through the storm drain networks to lakes, streams and beaches. The anticipated pollutants of concern for this Project are as follows:

Bacteria and Viruses. Potential sources of bacteria for the Project include landscaping areas, pet wastes, food wastes and naturally occurring sources.

Nutrients. Potential sources of nutrients in storm water consist of the macro-nutrients nitrogen and phosphorous, which are typically found in fertilizers from landscaping areas, decaying vegetation from preservation/natural areas and trash and debris.

Pesticides. Potential sources of pesticides include common landscaping areas and homeowner-owned landscaping areas.

Sediment/Suspended Solids. Potential sources of sediment and suspended solids include landscaping areas.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 6
Trash & Debris. Potential sources include misplacement or overfill of food wastes, wrappers, and other trash materials.

Metals. Potential sources include vehicles and vehicular fluids.

Oil and Grease. Potential sources of oil and grease include automotive vehicles and fluids and maintenance equipment.

Toxic Organic Compounds. Potential sources include pesticides, solvents and hydrocarbons.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 7
II. BEST MANAGEMENT PRACTICES (BMP’s)
BMPs are natural or constructed devices, procedures, rules or methods, which when implemented and followed, should reduce and/or eliminate the specific source of pollution of which the BMP is targeted.

A. Site Design Principles
The intention of site design principles is to reduce runoff peak flows and volumes resulting from land development. As required by the MS4 Permit and the County of Los Angeles Low Impact Development Manual, the following site design principles must be considered for use on all projects:

Site Planning – Project proponents must implement a holistic approach to site design in order to develop a more hydraulically-functional site, help maximize the effectiveness of on-site retention and integrate storm water management throughout the project site.

Based on the project’s geotechnical report, focused infiltration of runoff is feasible.

The project will employ the use of a subsurface infiltration BMP (perforated corrugated metal pipe) to retain the project’s required Storm Water Quality Design Volume (SWQDv) from the project’s Drainage Management Areas (DMA). Additionally, the project’s open space landscaping areas will also provide some retention of runoff via absorption from vegetation and underlying soils.

Protect and Restore Natural Areas – Conservation of natural areas, soils and vegetation helps to retain numerous functions of pre-development hydrology, including rainfall interception, infiltration, and evapotranspiration. Each project site possesses unique topographic, hydrologic, and vegetative features, some of which are more suitable for development than others. Sensitive areas, such as streams and their buffers, floodplains, wetlands, steep slopes, and highly-permeable soils, should be protected and/or restored. Slopes can be a major source of sediment and should be properly protected and stabilized. Locating development in less sensitive areas of a project site and conserving naturally vegetated areas can minimize environmental impacts from storm water runoff.

The pre-project site does not contain any natural areas to preserve. Where feasible, existing landscaping areas consisting of tall trees and open grasses will be preserved.

Project proposes the use of drought tolerant landscaping within common landscape areas.

Minimize Land Disturbance – The purpose of this site design principle is to protect water quality by preserving the natural hydrologic function of the project site to the maximum extent practicable. By designing a project site layout to preserve natural hydrology and drainage ways at the project site, it reduces the need for grading and disturbance of native vegetation and soils. Siting buildings and impervious surfaces away from steep slopes, drainage ways, and floodplains limits the amount of grading and clearing necessary and reduces the hydrologic impact. This site design principle is most applicable in Greenfield settings, but opportunities to implement this principle may exist in redevelopment projects.

The pre-project site consisted of commercial/industrial facility that is heavily improved.

Therefore, this site design principle has not been incorporated into project design.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 8
Minimize Impervious Area – The potential for discharge of pollutants in storm water runoff from a project site increases as the percentage of impervious area within the project site increases because impervious areas increase the volume and rate of storm water runoff. Pollutants deposited on impervious areas are easily mobilized and transported by storm water runoff. Minimizing impervious area through site design is an important method to reducing the pollutant load in storm water runoff.

The Project proposes to minimize impervious area via the use of multi-level units, minimum-width roadway and sidewalk sections wherever feasible and open common landscaping areas.

B. Source Control Measures
Source control measures are designed to prevent pollutants from contacting storm water runoff or preventing discharge of contaminated storm water runoff to the storm drain system and/or receiving water.

This section describes structural-type, source control measures that must be considered for implementation, in conjunction with appropriate non-structural source control measures, such as good housekeeping and employee training, to optimize pollution prevention.

Structural Controls
Storm Drain Message and Signage (S-1) – Storm drain stencils are highly visible source controls that are typically placed directly adjacent to storm drain inlets. The stencil contains a brief statement that prohibits the dumping of improper materials into the storm water conveyance system. Graphical icons, either illustrating antidumping symbols or images of receiving water fauna, are effective supplements to the anti-dumping message.
• All storm drain inlets and catch basins within the project area must be stenciled with prohibitive language (such as: “NO DUMPING – DRAINS TO OCEAN”) and/or graphical icons to discourage illegal dumping. • Signs and prohibitive language and/or graphical icons, which prohibit illegal dumping, must be posted at public access points along channels and creeks within the project area.
• Legibility of stencils and signs must be maintained.

All onsite catch basin will be stenciled with the language, “NO DUMPING – DRAINS TO OCEAN” or equivalent phrase. The stencils shall be maintained by the HOA.

Outdoor Material Storage Areas (S-2) – None proposed.

Outdoor Trash Storage/Waste Handling Areas (S-3) – No designated trash enclosures proposed for the project. All trash will be stored within private areas of each residential home and moved curbside on a weekly basis for disposal by the contracting local waste hauler. Trash from the park will be kept in receptacles and removed for disposal by park staff as needed.

Outdoor Loading/Unloading Dock Area (S-4) – None proposed.

Outdoor Vehicle/Equipment Repair/Maintenance Area (S-5) – None proposed.

Outdoor Vehicle/Equipment/Accessory Wash Area (S-6) – None proposed.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 9
Fuel and Maintenance Area (S-7) – None proposed.

Landscape Irrigation Practices (S-8) – Irrigation runoff provides a pathway for pollutants (i.e., nutrients, bacteria, organics, sediment) to enter the storm drain system. By controlling irrigation, runoff and the potential for pollutant transport is minimized.

Landscape and irrigation areas shall meet the following requirements:
• Minimize use of fertilizer, pesticides, and herbicides. • Plan sites with sufficient landscaped area and dispersal capacity. • Consult a landscape professional regarding appropriate plants, fertilizer, mulching applications and irrigation requirements to ensure healthy flora. • Choose plants that minimize need for fertilizer and pesticides. • Use native and/or drought tolerant plant species. Group plantings with similar water requirements.
• Employ use of mulch.
• Install rain sensors and pressure sensors to shut off irrigation system during, after rain storms and pressure drops/leaks.
• Implement integrated Pest Management Practices.

Building Materials Selection (S-9) – Building materials can potentially contribute pollutants of concern to storm water runoff through leaching. The use of alternative building materials can reduce pollutants in storm water by eliminating compounds that can leach into storm water runoff. This BMP shall be considered during any work conducted onsite by the property owner.

Alternative materials include the following:
• Replace use of pressure treated wood with cement-fiber or vinyl. • Minimize the use of copper and galvanized metals on buildings and fencing.

Animal Care and Handling Facilities (S-10) – None proposed.

Outdoor Horticulture Areas (S-11) – None proposed.

Non-Structural Controls
Education of Property Owners, Tenants and Occupants – Educational materials will be provided to homeowners at close of escrow by the owner and periodically thereafter by the HOA to inform them of their potential impacts to downstream water quality. Materials include those described in Attachment F of this report.

Activity Restrictions – Activity restrictions to minimize potential impacts to water quality and with the purpose of protecting water quality will be prescribed by the project’s Covenant, Conditions and Restrictions (CC&Rs).

Common Area Landscape Management – Maintenance activities for landscape areas shall be consistent with City and manufacturer guidelines for fertilizer and pesticide. Maintenance includes trimming, weeding and debris removal and vegetation planting and replacement. Stockpiled materials during maintenance activities shall be placed away from drain inlets and runoff conveyance devices.

Wastes shall be properly disposed of or recycled. Application of materials shall be

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 10
limited to the minimum required amounts and restricted within 48 hours prior to rain events.

Common Area Litter Control – Litter control onsite will include the use of HOA, violation reporting and clean up during landscaping maintenance activities and as needed to ensure good housekeeping of the project’s common areas.

Street Sweeping Private Streets – The project’s private drives shall be swept on a bi-weekly schedule, per the City’s sweeping schedule.

C. Storm Water Quality Design Volume (SWQDv)
The design storm, from which the SWQDv is calculated, is defined as the greater of:
• The 0.75-inch, 24-hour rain event; or
• The 85th percentile, 24-hour rain event as determined from the Los Angeles County 85th percentile precipitation isoheytal map.

The SWQDv values for the project were determined using the HydroCalc Program (See Attachment C).

Drainage
Management
Area (DMA)
Acres
%
Imp.

CD
D85
(in)
TC
(min)
QBMP
(cfs)
SWQDv
(cu-ft)
DMA 1 2.77 86 0.78
8 1.0 27.0 0.5895 7,858.0
D. Storm Water Quality Control Measures
Storm water quality control measures function to augment site design principles and source control measures to reduce storm water runoff volume and potential pollutant loads in runoff to the maximum extent practicable.

Selection of the project’s treatment BMPs was based on MS4 Permit requirements, which requires that all designated projects retain the SWQDv on-site using retentionbased measures, unless retention-based measures are determined to be infeasible.

Consideration was also given to site constraints, effectiveness in addressing the project’s anticipated pollutants of concern; as well as compliance with receiving water impairments and discharge limitations.

Per the project’s Geotechnical Investigation (ENGEO, Inc., 2023) and the preliminary infiltration testing results conducted, infiltration is assumed to be feasible. Therefore, the project proposes the use of a subsurface infiltration facility to meet the project’s LID BMP requirements.

The corresponding sizing summary of the proposed infiltration BMP is provided in the following table. Supporting calculations are provided in Attachment C of this report.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 11

DMA
Area
(AC)
CD
SWQDv
(cu-ft)
KM
(1)

(in/hr)

KDESIGN
(2)

(in/hr)
DMAX
(3)

(ft)
Minimum
Surface
Area (sf) at
DMAX
BMP Size(4)
Draw
Down
(hrs)(4)
DMA
1 2.77 0.788 7,858 5.5 0.917 7.3 1,076
StormTrap Vault

30.3’W X 38’L X

8.33’H with 7.0’ water
quality volume storage
height, freeboard over
6” stone base
(~8,059.8 cu-ft
capacity) and 1,442 sf
of infiltration surface
area

90.6 (1) Tested infiltration rate per onsite infiltration testing. (2) Design infiltration rate = KM / correction factors (Rf) of 6.0, where FTEST = 2; FVAR = 3, FPLUG = 1; (3) Max facility height for 96-hour drawdown.
(4) Sizing based on simple sizing method without routing consideration. (5) DD = 7.1’ effective depth / 0.917 in/hr = 92.9 hours Pre-treatment to the infiltration system will be achieved via the use of StormTrap’s SiteSaver pre-treatment device, which is also an approved Full Capture BMP device for trash. The unit will employed at the inlet to the subsurface infiltration vault to remove trash, debris, sediment, oil, grease and other pollutants from runoff prior to entering the StormTrap vault for infiltration.

E. Hydromodification Requirements
The project is exempt from the hydromodification requirements of the MS4 Permit, as the project discharges through a fully improved storm drain system that discharges to Big Dalton Wash, Walnut Creek and the San Gabriel River that are not susceptible to hydromodification impacts.

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Preliminary Low Impact Development (LID) Plan
VTTM No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 12
III. Storm Water Quality Control Measure Maintenance

1. Maintenance and inspection activities for the identified BMPs will be performed as indicated on the enclosed BMP Inspection and Maintenance Responsibility/Frequency Matrix in Attachment D.

2. The project owner and proponent, TRUMARK HOMES shall employ self-inspections and record keeping for BMPs, as applicable. The owner shall retain all maintenance records for the lifetime of the Project. The records shall be made readily available for review by all government agencies. Depending on the type of BMP, minimum frequency of inspections may range from weekly, to once a month, quarterly, or yearly.

3. The contact information for the owner is as follows:

Property
Owner: TRUMARK HOMES
Contact: Eric Nelson
Address:
450 Newport Center Drive, Suite 300
Newport Beach, CA 92660
Phone: (949) 999-9800
TRUMARK HOMES shall be responsible for the management of the residential portion of the project site and implementation and maintenance of the requirements of this LID Report until such time, the property has not been turned over to the HOA for ownership and maintenance.

4. A copy of the project’s on-site BMP maintenance covenant to be recorded at the County of Los Angeles shall be inserted in Attachment F. This maintenance covenant has been devised by the County of Los Angeles to legally assign responsibilities for maintenance of proposed BMP facilities such that they run with the land. In order to comply with item A of the LID Report (provide proof of ongoing BMP maintenance), responsibilities have been listed as an encumbrance on the property (per the maintenance covenant), and shall be signed by the owners, and shall be recorded in the Los Angeles County Recorder’s Office.

5. Should a transfer of ownership occur, appropriate notification shall be filed with the County of Los Angeles confirming the change in responsibility and continued implementation of stormwater management requirements.

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 33

ATTACHMENTS

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 34

ATTACHMENT A VICINITY MAP

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PREPARED BY: PREPARED FOR: DRAWN BY: TIH
DATE: 10.23.2023
W.O.: 3593.101

PROJECT SITE
9ESTIN* TENTATI9E TRACT 0AP NO. 311
NORTHWEST OF NORTH BARRANCA A9EN8E

EAST EDNA P/ACE
CITY OF CO9INA /OS AN*E/ES CO8NTY CA
PRE/I0INARY
/ID P/AN
9ICINITY
0AP

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 35

ATTACHMENT B SITE PLAN

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LEGEND
VESTING TENTATIVE TRACT MAP NO. 84311

NORTHWEST OF NORTH BARRANCA AVENUE & EAST EDNA PLACE

CITY OF COVINA

LOS ANGELES COUNTY, CALIFORNIA

PRELIMINARY

LOW IMPACT DEVELOPMENT (LID) PLAN

BMP SITE PLAN
ACRE
DMA

2.77 DMA-1A

BMP SUMMARY

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 36

ATTACHMENT C BMP CALCULATIONS AND DETAILS

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 37
BMP Calculations

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Peak Flow Hydrologic Analysis
File location: C:/SD/ZEST 2.0/TR 84311 WQ - Whole Project.pdf Version: HydroCalc 1.0.3
Input Parameters
Project Name
Subarea ID
TR 84311
DMA 1
Area (ac) 2.77
Flow Path Length (ft) 525.0
Flow Path Slope (vft/hft) 0.008
85th Percentile Rainfall Depth (in) 1.0
Percent Impervious 0.86
Soil Type 6
Design Storm Frequency 85th percentile storm
Fire Factor 0
LID True
Output Results
Modeled (85th percentile storm) Rainfall Depth (in) 1.0 Peak Intensity (in/hr) 0.2701
Undeveloped Runoff Coefficient (Cu) 0.1
Developed Runoff Coefficient (Cd) 0.788
Time of Concentration (min) 27.0
Clear Peak Flow Rate (cfs) 0.5895
Burned Peak Flow Rate (cfs) 0.5895
24-Hr Clear Runoff Volume (ac-ft) 0.1804
24-Hr Clear Runoff Volume (cu-ft) 7858.0089
Kmeas = 5.5 in/hr
Rf = 2+3+1 = 6
Kdes = 0.917 in/hr
Dmax = (0.917 * 96 hr)/12 = 7.3'
Amin = 7858 cf/ 7.3' = 1076 sf

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 38
BMP Details

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Stormwater,
Urban Runoff and
Combined Sewer Overflow
(CSO) Discharges

TREATMENT

SOLUTIONS
FOR

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Water enters
inlet piping
1 Trash & Debris
Containment
2 Sediment/
Hydrocarbon
Containment
3 Finer Particle
Removal
4 Treated Water
Exits
5

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Pretreatment Storage Tertiary
Treatment
Continuing
Education
Learn what StormTrap’s
innovative stormwater
solutions can do for your
next project while earning
PDH credits
Design
Our experienced
stormwater professionals
will create a customized
design and budget with
complete set of drawings
for your next project

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 39

ATTACHMENT D OPERATION & MAINTENANCE PLAN
O&M Plan Structural BMP Inspection and
Maintenance Responsibility/Frequency Matrix

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 40
BMP Inspection and Maintenance Responsibility/Frequency Matrix

BMP RESPONSIBILITY INSPECTION/MAINTENANCE ACTIVITIES

MINIMUM

FREQUENCY
Structural BMPs
Storm Drain Message and Signage
(S-1) HOA
Storm drain stencils shall be inspected for legibility, at minimum, once prior to the storm season, no later than
October 1st each year. Those determined to be illegible will be re-stenciled as soon as possible.

Annually
Landscape Irrigation Practices (S-8) HOA
In conjunction with routine maintenance activities, verify that landscape design continues to function properly by adjusting properly to eliminate overspray to hardscape
areas, and to verify that irrigation timing and cycle
lengths are adjusted in accordance with water demands,
given time of year, weather, day or night time
temperatures based on system specifications and local
climate patterns.

Weekly
Building Materials Selection (S-9) HOA
In conjunction with routine maintenance activities,
alternative building materials that pose minimal potential for pollutant leaching should be considered for use in
maintenance and replacement projects for homeowners
and park facilities
Ongoing
Non-Structural BMPs
Education of Property Owners,
Tenants and Occupants HOA
Educational materials will be provided to homeowners at close of escrow by the owner and thereafter on an
annual basis by the HOA. Materials shall include those
provided in Attachment A of this Plan and any updated
materials.

Close of escrow and
annually.

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 41
BMP Inspection and Maintenance Responsibility/Frequency Matrix

BMP RESPONSIBILITY INSPECTION/MAINTENANCE ACTIVITIES

MINIMUM

FREQUENCY
Activity Restrictions HOA
The Owner will prescribe activity restrictions to protect surface water quality, through a Covenant, Conditions
and Restrictions (CC&Rs) agreement, lease agreements,
facility use agreement (for park facility), or other equally effective measure, for the project. Upon takeover of site responsibilities by long term responsible parties, each party shall be responsible for ensuring residents’ or park users’ compliance and prescribe and implement activity
restrictions required of its contractors.

Ongoing
Common Area Landscape
Management HOA
Maintenance shall be consistent with City requirements, plus fertilizer and/or pesticide usages shall be consistent with County guidelines for use of fertilizers and
pesticides. Maintenance includes mowing, weeding, and
debris removal on a weekly basis. Trimming, replanting
and replacement of mulch shall be performed on an asneeded basis. Trimmings, clippings, and other waste shall be properly disposed of off-site in accordance with local regulations. Materials temporarily stockpiled during maintenance activities shall be placed away from water
courses and drain inlets. Application of landscaping
materials shall be limited to minimal amounts required
and not within 48 hours prior to predicted rain events.

Weekly
Common Area Litter Control HOA
Litter patrol, violations investigation, reporting and other litter control activities shall be performed in conjunction with maintenance activities. Litter collection and removal shall be performed on a weekly basis.

Ongoing patrols.

Weekly (minimum)
pick up and removal.

Street Sweeping Private Streets and
Parking Lots HOA Streets and parking lots shall be swept every other week, consistent with the City’s current sweeping schedule Bi-Weekly

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 42
BMP Inspection and Maintenance Responsibility/Frequency Matrix

BMP RESPONSIBILITY INSPECTION/MAINTENANCE ACTIVITIES

MINIMUM

FREQUENCY
Storm Water Quality Control Measures
Infiltration Facility (RET-X) HOA
Inspect manhole/vertical inlet chamber for standing
water, signs of standing water (foul odor, vectors, etc.) sediment accumulation, floatables and obstructions.

Remove as needed via use of vactor trucks to minimize
potential for obstruction of subsurface infiltration gallery.

Monthly and after
events > 0.8” visual
inspections for
standing water.

Clean inlet chamber
semi-annually and as
needed.

Proprietary Treatment Control
Measures (T-6) – Vortex
Separators, Gross Solids Removal
Devices
HOA
Inspect prior to and after traditional rainy season. Inspect for accumulated debris, trash and oil/grease
accumulation; remove (vactor truck) accumulated debris
when system reaches 75% of capacity and as needed
based on site activities (e.g. spills, leaks, etc.).

Semi-annual
(Spring and Fall)

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 43

ATTACHMENT E BMP INSPECTION/MAINTENANCE RECORDS

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 44

ATTACHMENT F EDUCATIONAL MATERIALS
(Provided in Final LID)

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Preliminary Low Impact Development (LID) Plan
Vesting Tentative Tract Map No. 84311
City of Covina, County of Los Angeles
TRUMARK HOMES Page 45

ATTACHMENT G GEOTECHINCAL REPORT

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GEOTECHNICAL

ENVIRONMENTAL

WATER RESOURCES

CONSTRUCTION SERVICES

COASTAL/MARINE GEOTECHNICS
320 Goddard Way, Suite 100  Irvine, CA 92618  (949) 529-3479  Fax (888) 279-2698 www.engeo.com
Project No.

January 31, 2024 17428.000.001
Mr. Eric Nelson
Trumark Homes, LLC
450 Newport Center Dr., Ste. 300
Newport Beach, CA 92660
Subject: Zest 2.0
747 North Barranca Avenue
Covina, California

RESPONSE TO CITY COMMENTS - FORMER USTS AND PROPOSED BMPS Dear Mr. Nelson:

As requested, we are responding to the comments regarding the low impact development for Zest 2.0 (TTM No. 84311) located at 747 North Barranca Avenue in Covina, California (Site), as it pertains to environmental aspects, specifically the former underground storage tank (UST) associated with the former Site use and adjacent former USTs. For completeness of the record, we have restated the comment in italics, followed by our response.

Comment 1a.

Geotechnical Investigation – The project historically contained a 4,000-gallon diesel UST and is adjacent to a Leaking Underground Storage Tank (LUST) site at 707 N Barranca Avenue. Per the MS4 Permit, infiltration is deemed technically infeasible where pollutant mobilization is a documented concern. A letter, signed and stamped with wet ink application by a California licensed geotechnical engineer, acknowledging onsite contamination and explicitly stating stormwater infiltration will not pose risk of causing pollutant mobilization.

ENGEO Response to Comment 1a.

Field permits indicate that one 4,000-gallon diesel UST was installed within the northeastern portion of the Site in 2002 and was removed in January 2019. Additionally, the adjacent land is associated with five USTs that were removed in March 1989. If the Site proceeds with the proposed infiltration basin, it is our professional opinion that stormwater infiltration will not pose a risk of causing pollutant mobilization for the following reasons.

1. Minimal Impacts Present
a. A UST Closure Report (Wayne Perry, Inc. February 2019) indicates that after removing the 4,000-gallon UST and piping from the Site, five soil samples were collected and analyzed for petroleum hydrocarbons; two soil samples from the bottom of the UST excavation, two soil samples from below the piping, and one soil sample from the soil stockpile. The report indicated that the tested analytes were non-detectable, except for one TPH-d concentration of 4.8 milligrams per kilogram (mg/kg), and the report recommended no further investigations related to the UST. The Los Angeles County Department of Public Works (DPW) reviewed the report (DPW Case # R-65651) and referred the case to the Los Angeles Regional Water Quality Control Board (RWQCB) (Global ID No. T10000021356). The RWQCB published a ‘non-case’ letter on October 30, 2023, indicating that no action was required and that RWQCB was not opening a case for the Site.

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Trumark Homes, LLC 17428.000.001
Zest 2.0 January 31, 2024
RESPONSE TO CITY COMMENTS - FORMER USTS AND PROPOSED BMPS Page 2 b. Reports for the adjacent site (707 North Barranca, Global ID No. T0603704895) indicate that five USTs were removed; four of the USTs were determined to require no additional evaluation, and one UST required additional assessment and subsequent soil removal.

After removal of petroleum-impacted soil and the collection of confirmation soil samples, Geological Audit Services, Inc. concluded that elevated petroleum-impacted soil was removed (remaining soil reported a maximum total recoverable petroleum hydrocarbon concentration of 13 mg/kg). The DPW issued a letter, dated August 16, 1989, concurring that “the site assessment/remedial action is final, and no further action is required”.

2. The proposed infiltration basin is located outside of former UST areas (Exhibit 1, below).

EXHIBIT 1: Site Location - Proposed Infiltration Basin and Former USTS (not to scale) We are pleased to be of service on this project and are prepared to consult further with you and your design team as the project progresses. If you have any questions regarding the contents of this letter, please do not hesitate to contact us.

Sincerely,
ENGEO Incorporated
Adrianna Lundberg Julia A. Moriarty, GE
aml/sm/jam/mv/ar

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Copyright © 2024 by ENGEO Incorporated. This document
may not be reproduced in whole or in part by any means
whatsoever, nor may it be quoted or excerpted without the express written consent of ENGEO Incorporated.

ZEST 2.0

COVINA, CALIFORNIA

DESIGN-LEVEL GEOTECHNICAL REPORT

SUBMITTED TO
Mr. Joe Martin
Trumark Homes, LLC
450 Newport Center Drive, Suite 300
Newport Beach, CA 92660

PREPARED BY
ENGEO Incorporated
October 30, 2023
Revised January 30, 2024
PROJECT NO.
17428.000.001

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GEOTECHNICAL

ENVIRONMENTAL

WATER RESOURCES

CONSTRUCTION SERVICES

COASTAL/MARINE GEOTECHNICS
320 Goddard Way, Suite 100  Irvine, CA 92618  (949) 529-3479  Fax (888) 279-2698 www.engeo.com
Project No.
17428.000.001
October 30, 2023
Revised January 30, 2024
Mr. Joe Martin
Trumark Homes, LLC
450 Newport Center Drive, Suite 300
Newport Beach, CA 92660
Subject: Zest 2.0
747 North Barranca Avenue
Covina, California

DESIGN-LEVEL GEOTECHNICAL REPORT
Dear Mr. Martin:

ENGEO prepared this design-level geotechnical report for your Zest 2.0 project, as outlined in our agreement dated October 5, 2023. This report presents the findings of our review of geotechnical and geologic conditions and hazards pertinent to the site, and our geotechnical conclusions and recommendations for use during design and construction.

Based upon the findings of our report, the proposed residential development is feasible from a geotechnical standpoint. The main geotechnical constraints that could affect the planned development on the site are ground shaking and existing fill. These and other geotechnical considerations are further discussed in this geotechnical report.

We are pleased to have been of service on this project and are prepared to consult further with you and your design team as the project progresses. If you have any questions or comments regarding this report, please call and we will be glad to discuss them with you.

Sincerely,
ENGEO Incorporated
Manasa Vijayakumar, PE Julia A. Moriarty, GE
mv/al/jam/ca

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Trumark Homes, LLC Zest 2.0
17428.000.001 Design-Level Geotechnical Report
i of ii October 30, 2023
Revised January 30, 2024

TABLE OF CONTENTS

LETTER OF TRANSMITTAL

1.0 INTRODUCTION.................................................................................................. 1

1.1 PURPOSE AND SCOPE .................................................................................................... 1

1.2 PROJECT LOCATION........................................................................................................ 1

1.3 PROJECT DESCRIPTION.................................................................................................. 1

2.0 FINDINGS ............................................................................................................ 2

2.1 SITE HISTORY ................................................................................................................... 2

2.2 FIELD EXPLORATION ....................................................................................................... 3

2.2.1 Cone Penetration Test ........................................................................................... 3

2.2.2 Drilled Borings........................................................................................................ 4

2.2.3 Borehole Percolation Field Test............................................................................. 4

2.3 GEOLOGY AND SEISMICITY............................................................................................ 5

2.3.1 Geology.................................................................................................................. 5

2.3.2 Seismicity ............................................................................................................... 5

2.4 SURFACE CONDITIONS ................................................................................................... 6

2.5 SUBSURFACE CONDITIONS............................................................................................ 7

2.6 GROUNDWATER CONDITIONS ....................................................................................... 7

2.7 DYNAMIC DENSIFICATION............................................................................................... 7

3.0 CONCLUSIONS................................................................................................... 7

3.1 EXISTING FILL ................................................................................................................... 7

3.2 EXPANSIVE SOIL............................................................................................................... 8

3.3 SEISMIC HAZARDS ........................................................................................................... 8

3.3.1 Ground Rupture ..................................................................................................... 8

3.3.2 Ground Shaking ..................................................................................................... 8

3.3.3 Liquefaction............................................................................................................ 9

3.3.4 Dynamic Densification ........................................................................................... 9

3.3.5 Ground Lurching .................................................................................................... 9

3.3.6 Flooding ................................................................................................................. 9

3.4 2022 CBC SEISMIC DESIGN PARAMETERS................................................................... 9

3.5 SOIL CORROSION POTENTIAL...................................................................................... 10

3.6 PERCOLATION TEST RESULTS .................................................................................... 11

4.0 CONSTRUCTION MONITORING ...................................................................... 11

5.0 EARTHWORK RECOMMENDATIONS ............................................................. 12

5.1 GENERAL SITE CLEARING ............................................................................................ 12

5.2 EXISTING FILL REMOVAL .............................................................................................. 12

5.3 DIFFERENTIAL FILL THICKNESS................................................................................... 12

5.4 SURFICIAL PAD TREATMENT........................................................................................ 13

5.5 SOIL MOISTURE CONDITIONS ...................................................................................... 13

5.6 ACCEPTABLE FILL .......................................................................................................... 13

5.7 REUSE OF ON-SITE RECYCLED MATERIALS.............................................................. 13

5.8 FILL COMPACTION.......................................................................................................... 14

5.8.1 Grading in Structural Areas.................................................................................. 14

5.8.2 Underground Utility Backfill.................................................................................. 14

5.8.3 Landscape Fill...................................................................................................... 14

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Trumark Homes, LLC Zest 2.0
17428.000.001 Design-Level Geotechnical Report
TABLE OF CONTENTS (Continued)
ii of ii October 30, 2023
Revised January 30, 2024

5.9 SLOPES............................................................................................................................ 15

5.10 SURFACE DRAINAGE ..................................................................................................... 15

5.11 STORMWATER INFILTRATION ...................................................................................... 15

6.0 FOUNDATION RECOMMENDATIONS ............................................................. 15

6.1 POST-TENSIONED MAT FOUNDATIONS ...................................................................... 15

6.2 CONVENTIONAL MAT FOUNDATION ............................................................................ 16

6.3 FOUNDATION LATERAL RESISTANCE ......................................................................... 16

6.4 PAD MOISTURE CONDITIONING................................................................................... 16

6.5 SLAB MOISTURE VAPOR REDUCTION......................................................................... 16

7.0 SCREEN WALLS AND RETAINING WALLS.................................................... 17

7.1 RETAINING WALL LATERAL SOIL PRESSURES.......................................................... 17

7.2 WALL FOUNDATIONS ..................................................................................................... 17

7.3 RETAINING WALL DRAINAGE........................................................................................ 18

7.4 RETAINING WALL BACKFILL.......................................................................................... 18

8.0 EXTERIOR FLATWORK.................................................................................... 18

9.0 PAVEMENT DESIGN......................................................................................... 19

9.1 FLEXIBLE PAVEMENTS .................................................................................................. 19

9.2 RIGID PAVEMENTS......................................................................................................... 19

9.3 CONCRETE PAVERS ...................................................................................................... 20

10.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS ....................................... 20

SELECTED REFERENCES

FIGURES
APPENDIX A – Cone Penetration Test Logs (ENGEO, 2023)
APPENDIX B – Boring Logs (ENGEO, 2023)
APPENDIX C – Laboratory Test Results (ENGEO, 2023)
APPENDIX D – Laboratory Test Results (Cerco Analytical, 2023)

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Trumark Homes, LLC Zest 2.0
17428.000.001 Design-Level Geotechnical Report
Page | 1 October 30, 2023
Revised January 30, 2024

1.0 INTRODUCTION

1.1 PURPOSE AND SCOPE
ENGEO prepared this geotechnical report for design and construction of the proposed residential development, Zest 2.0, in Covina, California. As outlined in our agreement dated October 5, 2023, you authorized ENGEO to conduct the following scope of services. • Subsurface field exploration
• Soil laboratory testing
• Data analysis and conclusions
• Report preparation
This geotechnical report was prepared for the exclusive use of our client and their consultants for design of this project. In the event that any changes are made in the character, design, or layout of the development, we must be contacted to review the conclusions and recommendations contained in this report to evaluate whether modifications are recommended. This document may not be reproduced in whole or in part by any means whatsoever, nor may it be quoted or excerpted without our express written consent.

1.2 PROJECT LOCATION
The approximately 2.77-acre project site is located at 747 North Barranca Avenue in Covina, California, as shown in Figure 1 - Vicinity Map. The site is generally located east of State Route 39 and north of Interstate 10, and bounded by Barranca Avenue to the east, a residential community to the south and west (Zest by Trumark Homes), and a commercial building (Covina Senior and Community Center) to the north.

Figure 2 shows site boundaries, currently existing building and pavement areas, and our exploratory locations. The project site is currently occupied by a commercial building with an associated parking lot to the east along Barranca Avenue. The western portion of the site consists of an unlined depressed basin, which is separated from the general building area by a fence.

1.3 PROJECT DESCRIPTION
Based on our discussion with you, we understand that an at-grade residential development consisting of multi-family buildings along with underground utilities, paved roads and parking bays, exterior concrete flatwork, and landscape areas are proposed. We understand that the residential structures will be up to three stories in height, and that structural loads will be representative for this type of construction.

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Trumark Homes, LLC Zest 2.0
17428.000.001 Design-Level Geotechnical Report
Page | 2 October 30, 2023
Revised January 30, 2024

2.0 FINDINGS

2.1 SITE HISTORY
The proposed project site is currently occupied by a commercial building located generally in the center of the lot with a paved parking lot to its east. The western portion of the site consisted of an unlined depressed basin with moderate vegetation. We did not have access to the basin area during our field exploration.

We reviewed historical records part of our concurrent environmental site assessment, which indicated that the site was historically occupied by orchards from at least 1928 to 1948, with two pond features visible in 1948. By 1954, the ponds were no longer present, and in 1964, the site was vacant. A small parking lot existed along portions of the southern and eastern perimeters between 1970 and 1994.

Our review of records also indicate that a 4,000-gallon underground tank (UST) was installed in 2002 and removed in 2019. The approximate size and location of the former UST is shown in Figure 2. Based on Google Earth aerial photos, the existing building and parking lot first appeared in the December 2003 image, although based on our research, we understand that the building was constructed in 2002. The 2003 aerial image also shows the currently existing basin in the western portion.

PHOTO 2.1-1: 1928 Photo Showing Orchard PHOTO 2.1-2: 1948 Photo Showing Two Ponds

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Trumark Homes, LLC Zest 2.0
17428.000.001 Design-Level Geotechnical Report
Page | 3 October 30, 2023
Revised January 30, 2024
PHOTO 2.1-3: 1964 Photo Showing Empty Lot PHOTO 2.1-4: 1970 Photo Showing a Parking Lot PHOTO 2.1-5: Photo from 2002, Prior to the
Construction of Existing Building
PHOTO 2.1-6: Photo from 2020, Existing
Condition
Photograph Set Source: ENGEO, Phase I ESA Report, 2023.

2.2 FIELD EXPLORATION

2.2.1 Cone Penetration Test
Our previous field exploration included advancing five cone penetration test (CPT) soundings at various locations on the site. We performed our field exploration on July 6, 2023, to depths between 23 and 49 feet below existing ground surface (bgs). Two of the probes were seismic probes extending to approximate depths of 24 feet and 50 feet bgs to help develop the site shear-wave velocity for site class determination. The locations of explorations shown in Figure2 are approximate and were field located using pacing, smart phone GPS, or estimating relative distances from site features; they should be considered accurate only to the degree implied by the method used.

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Trumark Homes, LLC Zest 2.0
17428.000.001 Design-Level Geotechnical Report
Page | 4 October 30, 2023
Revised January 30, 2024
We retained a CPT rig to push the cone penetrometer to a maximum depth of about 49 feet below existing grade within the project site. A 30-ton CPT rig was utilized to push a cone penetrometer with 15-square-centimeter (cm2) base area, an apex angle of 60 degrees, and a friction sleeve with a surface area of 225 cm2. The cone, connected with a series of rods, is pushed into the ground at a constant rate. Cone readings are taken at approximately 2.5-centimeter (cm) intervals with a penetration rate of 2 cm per second in accordance with ASTM D5778. Measurements include the tip resistance to penetration of the cone (Qc), the resistance of the surface sleeve (Fs), and pore pressure (U) (Robertson and Campanella, 1988). CPT logs are presented in Appendix A.

As part of our environmental services in July 2023, six direct-push soil borings were also performed to a maximum depth of 10 feet bgs.

2.2.2 Drilled Borings
We supplemented the cone penetration test probes with four hollow-stem auger-drilled borings at the locations shown in the Site Plan, Figure 2. The location and elevations of our explorations are approximate and were estimated by pacing from features shown in the Site Plan; they should be considered accurate only to the degree implied by the method used.

An ENGEO representative observed the drilling and logged the subsurface conditions at each location. We retained a truck-mounted CME 75 drill rig and crew to advance the borings using an 8-inch-diameter hollow-stem auger. The borings were advanced to depths of approximately 25½ to 51½ feet below existing ground surface (bgs). We obtained soil samples at various intervals in the borings using standard penetration test (SPT) and Modified California driven samplers. The penetration resistance blow counts were obtained by dropping a 140-pound hammer through a 30-inch free fall. The sampler was driven 18 inches, and the number of blows was recorded for each 6 inches of penetration. Unless otherwise indicated, the blows per foot recorded on the boring log represent the accumulated number of blows to drive the last 1 foot of penetration; the blow counts have not been converted using any correction factors.

We used the field logs to develop the report logs in Appendix B. The logs depict subsurface conditions at the exploration locations for the date of exploration; however, subsurface conditions may vary with time.

We performed laboratory tests on select soil samples collected from the soil borings. Lab tests included sieve analysis, moisture, density, and plasticity index. Select samples were submitted to Cerco Analytical for laboratory corrosion testing. Laboratory results are provided in Appendices C and D.

2.2.3 Borehole Percolation Field Test
We performed one percolation test at location 1-P1 as shown in Figure 2. The test location and depth were recommended by the design team. We performed the testing following procedures in general accordance with the Administrative Manual, Los Angeles County Public Works – Geotechnical and Materials Engineering Division - GS200.1, dated June 30, 2021 (Manual).

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The percolation test was recommended to be at an approximate depth of 25 feet below existing grade at 1-P1 location. We drilled the percolation test hole to a depth of approximately 25 feet below the ground surface and placed a 2½-inch-diameter PVC pipe (bottom 5 feet perforated and top 20 feet solid) with a solid end cap into the hole. We backfilled the annulus with fine gravel and presoaked the hole for at least 1 hour prior to performing the test. We performed the percolation test by placing water in the pipe and measuring the time for 3 hours and until a stabilized rate of drop was obtained, as described in the Administrative Manual. The result of the percolation test is summarized in Section 3.6. We did not encounter groundwater in our borehole during our exploration.

2.3 GEOLOGY AND SEISMICITY

2.3.1 Geology
The site is located within the San Gabriel Valley about 3½ miles south of the San Gabriel Mountain front. The San Gabriel Valley generally consists of thick layers of Quaternary alluvial deposits sourced from the San Gabriel Mountains to the north, and minor contribution from the Puente Hills and San Jose Hills to the south.

As shown in Figure 3, the Geologic Map of the El Monte and Baldwin Park Quadrangle (Dibblee, 1999; Tan, 2000) indicates the project site is underlain by Holocene-aged surficial sediments, consisting of alluvial gravel, sand, and silt of valleys and floodplains. Not mapped, but expected to be present, is existing fill related to backfill of historical basins/ponds and construction of the existing facilities and utilities.

2.3.2 Seismicity
The San Gabriel Valley contains numerous earthquake faults. The site is located about 500 feet north of the inferred trace of the Indian Hill fault, which is known based on differences in groundwater levels in eastern San Gabriel Valley; however, its activity has not been confirmed.

Nearby active faults include the Sierra Madre (approximately 4 miles), San Jose (approximately 3 miles), Puente Hills (approximately 7 miles) and San Andreas (approximately 22 miles). A Holocene-active fault is defined by the California Geologic Survey as one that has had surface displacement within Holocene time (about the last 11,700 years) (CGS, 2018).

The site is not located within a currently designated Alquist-Priolo Earthquake Fault Zone and no known surface expression of active faults is believed to exist within the site. Fault rupture through the site, therefore, is not anticipated. In addition, the site is not located within a Seismic Hazards Zone for liquefaction or landsliding, as shown in Figure 4.

Numerous small earthquakes occur every year in the Los Angeles Region, and larger earthquakes have been recorded and can be expected to occur in the future. Figure 5 shows the approximate locations of these faults and significant historic earthquakes recorded within the Southern California Region. The Uniform California Earthquake Rupture Forecast (UCERF3) (Field et al, 2015) estimates the 30-year probability for a magnitude 6.0 or greater earthquake in Southern California at approximately 96 percent, considering the known active seismic sources in the region.

To determine nearby active faults that are capable of generating strong seismic ground shaking at the site, we utilized the USGS Unified Hazard Tool* and deaggregated the hazard at the peak

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ground acceleration (PGA) for 2475-year return period, with the resulting faults listed below in Table 2.3.2-1.

TABLE 2.3.2-1: Active Faults Capable of Producing Significant Ground Shaking at the Site (Latitude: 34.0936 Longitude: -117.8821)
SOURCE

RRUP MOMENT MAGNITUDE
(KM) (MILES) MW
Sierra Madre [1] 7.14 4.44 7.66
San Jose [2] 5.09 3.16 6.96
Puente Hills (Coyote Hills) [0] 12.10 7.52 7.26
San Andreas (Mojave S) [12] 36.01 22.38 8.04
Richfield [1] 14.15 8.79 6.25
Whittier alt 2 [5] 15.67 9.74 7.38
Raymond [0] 12.90 8.02 7.13
Chino alt 2 [0] 14.02 8.71 6.81
*USGS Unified Hazard Tool - Edition: Dynamic Conterminous U.S. 2014 (update) (v4.2.0)

2.4 SURFACE CONDITIONS
Based on the aerial map provided by Hunsaker & Associates, the site gently slopes westwards with approximately Elevation 591 feet on the eastern side within the parking lot and Elevation 586 feet on the western side near the fence adjacent to the unlined basin. The bottom of the basin is at approximate Elevation 579 feet. We observed the following site features during our site reconnaissance.
• The paved parking lot consisted of some mildly vegetated landscape area • The existing structure on site is a single-story warehouse building with the surrounding areas utilized as yard space with vehicles, equipment, and soil stockpiles • The unlined basin on the western side was moderately vegetated and roughly 8 feet deep • The site consisted of two fences, one separating the parking lot and general building area, and another separating the building area and the basin.

PHOTO 2.4-1: Current Site Condition PHOTO 2-4-2: Current Site Condition

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2.5 SUBSURFACE CONDITIONS
Within the maximum depths explored of 51½ feet, the soil material encountered in the CPTs and borings were generally medium dense silty sand and poorly graded sand with varying amounts of silt to an approximate depth of 10 feet below existing grade. Below this depth, the soil generally consisted of interbedded medium dense to dense poorly graded sand with varying amounts of silt and gravel to a depth of 45 feet. Below 45 feet and to a maximum depth of 51½ feet below existing grade, the soil material encountered was clay.

We include our CPT logs in Appendix A and our boring logs in Appendix B. The logs graphically depict the subsurface conditions encountered at the time of the exploration.

2.6 GROUNDWATER CONDITIONS
We did not observe static or perched groundwater in the field explorations to the maximum explored depth of 51½ feet below existing grade. Based on our review of the historical groundwater elevations (CGS, 1998), as shown in Figure 6, the groundwater elevations are deeper than 200 feet below ground level. Fluctuations in the level of groundwater may occur due to variations in rainfall, irrigation practice, and other factors not evident at the time measurements were made.

2.7 DYNAMIC DENSIFICATION
Densification of loose and medium-dense sand above the groundwater level during earthquake shaking can cause settlement of the ground surface. The sand encountered at the site generally consisted of medium dense to dense layers of sand, silty sand, and sandy silt to maximum depths explored.

We performed an evaluation for potential dynamic densification settlement at the site using CPT data, the computer program CLiq (v.3.4.1.4), and applying the methodologies by NCEER (Youd et al., 2001). Based on our analysis, we calculated theoretical dynamic densification settlements up to ¾ inch.

3.0 CONCLUSIONS
From a geotechnical engineering viewpoint, in our opinion, the site is suitable for the proposed development, provided the geotechnical recommendations in this report are considered for the proposed development design and construction. The primary geotechnical concerns that could affect development on the site are existing fill and seismic shaking. We summarize our conclusions below.

3.1 EXISTING FILL
Based on the previous and current uses of the site, portions of the site are underlain by existing fill. It appears that the two ponds from the 1948 aerial photo may have been backfilled prior to the construction of the existing building and parking lot. The measured depths of these ponds were unconfirmed, and we have not seen or reviewed reporting on the fill material placement. Based on our subsurface exploration and laboratory data, we anticipate up to 6 feet of areal fill across the site, with select portions of the site consisting of up to 10 feet of existing fill. During site preparation or grading, test pits could be performed to confirm or update actual depths of existing fill for removal and replacement as engineered fill. Refer to Figure 7 for existing target fill removal depths across the site.

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Non-engineered fill can undergo excessive settlement, especially under new fill or building loads.

Without proper documentation of existing fill placed on the site as engineered fill, we recommend removal and recompaction of the existing fill within structural areas as a minimum.

3.2 EXPANSIVE SOIL
Based on our subsurface exploration, review of publicly available documents and laboratory test results, the soil in the upper 10 feet generally consists of low shrink/swell potential and low expansion potential. Expansive soil changes in volume with changes in moisture. It can shrink or swell and cause heaving and cracking of slabs-on-grade, pavements, and structures founded on shallow foundations.

The effects of expansive soil can be reduced, but not eliminated, by properly blending, moisture conditioning and compacting fill, subexcavating and rebuilding cut areas with uniform moisture-conditioned fill, and supporting structures on properly designed foundations.

Foundations should be designed to accommodate expansive characteristics, if present.

3.3 SEISMIC HAZARDS
Potential seismic hazards resulting from a nearby moderate to major earthquake can generally be classified as primary and secondary. The primary effect is ground rupture, also called surface faulting. The common secondary seismic hazards include ground shaking and ground lurching.

The following sections present a discussion of these hazards as they apply to the site.

In addition, we assessed several other common geologic hazards. Based on topographic and lithologic data, the risk of regional subsidence or uplift, soil liquefaction, lateral spreading, landslides, tsunamis, flooding or seiches is considered low to negligible at the site.

3.3.1 Ground Rupture
Since there are no known active faults crossing the property and the site is not located within an Earthquake Fault Special Study Zone, it is our opinion that ground rupture is unlikely at the subject property.

3.3.2 Ground Shaking
An earthquake of moderate to high magnitude could cause considerable ground shaking at the site, similar to that which has occurred in the past. To mitigate the shaking effects, structures should be designed using sound engineering judgment and the 2022 California Building Code (CBC) requirements, as a minimum. Seismic design provisions of current building codes generally prescribe minimum lateral forces, applied statically to the structure, combined with the gravity forces of dead and live loads. The code-prescribed lateral forces are generally considered to be substantially smaller than the comparable forces that would be associated with a major earthquake. Therefore, structures should be able to: (1) resist minor earthquakes without damage, (2) resist moderate earthquakes without structural damage but with some non-structural damage, and (3) resist major earthquakes without collapse but with some structural, as well as non-structural damage. Conformance to the current building code recommendations does not constitute any kind of guarantee that significant structural damage would not occur in the event of a maximum magnitude earthquake; however, it is reasonable to expect that a well-designed and well-constructed structure will not collapse or cause loss of life in a major earthquake (SEAOC, 1996).

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3.3.3 Liquefaction
Soil liquefaction results from loss of strength during cyclic loading, such as imposed by earthquakes. Soil most susceptible to liquefaction is clean, loose, saturated, uniformly graded, fine-grained sand. The sand encountered in our CPTs and borings were generally medium dense to dense and contained a varying amount of fine-grained and gravelly material. In addition, groundwater was not encountered to the terminal depth of our borings at 51½ feet below existing grade. For these reasons and based upon engineering judgment, it is our opinion that the potential for liquefaction at the site is low during seismic shaking.

3.3.4 Dynamic Densification
Densification of granular soil above the groundwater level can cause settlement during a seismic event. The results of our theoretical analysis, discussed in Section 2.7, indicate up to approximately ¾-inch of settlement during the code-based design-level seismic event. Due to the variable density and composition of soil across the site, we estimate that these settlements would not be uniform and that differential settlements could be up to ½ inch over 30 feet.

3.3.5 Ground Lurching
Ground lurching is a result of the rolling motion imparted to the ground surface during energy released by an earthquake. Such rolling motion can cause ground cracks to form in weaker soil.

The potential for the formation of these cracks is considered greater at contacts between deep alluvium and bedrock. Such an occurrence is possible at the site as in other locations in the region, but based on the site location, it is our opinion that the offset is expected to be minor. We provide recommendations for foundation and pavement design in this report that are intended to reduce the potential for adverse impacts from lurch cracking.

3.3.6 Flooding
The civil engineer should review pertinent information relating to possible flood levels for the subject site based on final pad elevations and provide appropriate design measures for development of the project, if recommended.

3.4 2022 CBC SEISMIC DESIGN PARAMETERS
The 2022 CBC utilizes seismic design criteria established in the ASCE/SEI Standard “Minimum Design Loads and Associated Criteria for Buildings and Other Structures,” (ASCE 7-16). Based on the subsurface conditions encountered and depth-limited shear-wave velocity measurements (up to 50 feet below existing grade before rig refusal), as well as the available maps for VS30 (time-averaged shear-wave velocity in the upper 30 meters of the soil profile) (e.g., Willis et al., 2015), we characterized the site as Site Class D in accordance with Chapter 20 of ASCE 7-16.

ASCE 7-16 requires a site-specific ground-motion hazard analysis for Site Class D sites with a mapped S1 value greater than or equal to 0.2; however, Section 11.4.8 of ASCE 7-16 and Supplement No. 3 provide an exception to this requirement. A site-specific ground-motion hazard analysis is not required where the value of the parameter SM1 determined by Equation 11.4-2 and shown in Table 3.4-1 is increased by 50 percent for developing the mapped risk-targeted maximum considered earthquake (MCER) spectral response, calculating SD1, and evaluating Cs in accordance with Chapter 12 of ASCE 7-16.

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In Table 3.4-1 below, we provide the CBC seismic parameters based on the United States Geological Survey’s (USGS’) Seismic Design Maps for your use.

TABLE 3.4-1: 2022 CBC Seismic Design Parameters (Latitude: 34.093742, Longitude: -117.882629)

PARAMETER VALUE
Site Class D
Mapped MCER Spectral Response Acceleration at Short Periods, SS (g) 1.65 Mapped MCER Spectral Response Acceleration at 1-second Period, S1 (g) 0.61 Site Coefficient, Fa 1.0
Site Coefficient, Fv 1.7*
MCER Spectral Response Acceleration at Short Periods, SMS (g) 1.65 MCER Spectral Response Acceleration at 1-second Period, SM1 (g) 1.04* Design Spectral Response Acceleration at Short Periods, SDS (g) 1.1 Design Spectral Response Acceleration at 1-second Period, SD1 (g) 0.69* Mapped MCE Geometric Mean (MCEG) Peak Ground Acceleration, PGA (g) 0.70 Site Coefficient, FPGA 1.1
MCEG Peak Ground Acceleration adjusted for Site Class effects, PGAM (g) 0.77 *The parameters above should only be used for calculation of Ts, determination of Seismic Design Category, and, when taking the exceptions under Items 1 and 2 of ASCE 7-16 Section 11.4.8. (Supplement Number 3 https://ascelibrary.org/doi/epdf/10.1061/9780784414248.sup3).

We recommend that we collaborate with the structural engineer of record to further evaluate the effects of taking the exception on the structural design and identify the need for performing a site-specific ground-motion hazard analysis. We can prepare a proposal for a site-specific ground-motion hazard analysis, if requested.

3.5 SOIL CORROSION POTENTIAL
We obtained one representative soil sample and submitted it to a qualified analytical lab for determination of pH, resistivity, sulfate, chloride, and redox. The results are included in Appendix D and summarized in the table below.

TABLE 3.5-1: Corrosion Potential Test Results
SAMPLE

LOCATION
DEPTH
(ft)
Redox
(mV) pH RESISTIVITY (ohms-cm)

CHLORIDE
(mg/kg)

SULFATE
(mg/kg)
1-B2 Upper 5’ 190 7.91 2,400 Non-Detect 32
The 2022 CBC references the 2019 American Concrete Institute Manual, ACI 318-19, Section

19.3.1 for structural concrete durability requirements. ACI Table 19.3.1.1 provides the exposure categories and classes, and Table 19.3.2.1 provides requirements for concrete in contact with soil based upon the exposure class. Based on the ACI table, the samples are characterized as S0 “negligible” sulfate exposure class, so a minimum 2,500 psi concrete strength results.

Other corrosion considerations can be found in the Corrosivity Analysis provided in Appendix D.

If desired to investigate this further, we recommend a corrosion consultant be retained to evaluate any specific corrosion recommendations are advised for the project.

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3.6 PERCOLATION TEST RESULTS
The percolation borehole was drilled to a depth of 20 feet below existing grade, and we collected soil samples between the depths of 20 to 25 feet. We encountered dense poorly graded sand with gravel.

The percolation test result is summarized in Table 3.6-1, which includes the raw field-measured percolation rate measured using the methods provided by the LA County Administrative Manual GS200.1. The field-measured percolation rate has been converted to infiltration rate using Porchet’s method. No other reduction factors are applied to the measurements. We assume that the civil engineer will apply appropriate factors of safety for design and sizing of the proposed infiltration system.

TABLE 3.6-1: Borehole Percolation Test Results

TEST LOCATION

FIELD-MEASURED

PERCOLATION RATE
(in/hour)

INFILTRATION RATE
(FIELD-MEASURED RATE

CORRECTED USING
PORCHET’S METHOD)
(in/hr)
1-P1 187 5.5
The percolation rate, and correlated infiltration rate, reported above are based on the conditions at the location, depth, and time of the field test. Actual rates can be affected by changes in subsurface conditions, test methodology, time of year, and the rate and depth at which water is applied. Appropriate engineering judgment and design factors should be applied to the use of these test data for stormwater infiltration.

4.0 CONSTRUCTION MONITORING
Our experience and that of our profession clearly indicate that the risk of costly design, construction, and maintenance problems can be significantly lowered by retaining the design geotechnical engineering firm to:

1. Review the final grading and foundation plans and specifications prior to construction to evaluate whether our recommendations have been implemented, and to provide additional or modified recommendations, as needed. This also allows us to check if any changes have occurred in the nature, design, or location of the proposed improvements and provides the opportunity to prepare a written response with updated recommendations.

2. Perform construction monitoring to check the validity of the assumptions we made to prepare this report. Earthwork operations should be performed under the observation of our representative to check that the site is properly prepared, the selected fill materials are satisfactory, and that placement and compaction of the fill has been performed in accordance with our recommendations and the project specifications. Sufficient notification to us prior to earthwork is important.

If we are not retained to perform the services described above, then we are not responsible for any party’s interpretation of our report (and subsequent addenda, letters, and verbal discussions).

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5.0 EARTHWORK RECOMMENDATIONS
As used in this geotechnical report, relative compaction refers to the in-place dry unit weight of a material expressed as a percentage of the maximum dry unit weight of the same material, as determined by the ASTM D1557 laboratory compaction test procedure, latest edition. Compacted material is not acceptable if it is unstable; it should exhibit only minimal flexing or pumping, as observed by an ENGEO representative. The term “moisture condition” refers to adjusting the moisture content of the material by either drying if too wet or adding water if too dry.

We define “structural areas” as any area sensitive to settlement of compacted soil. These areas include, but are not limited to building pads, sidewalks, pavement areas, and retaining walls.

5.1 GENERAL SITE CLEARING
Areas to be developed should be cleared of surface and subsurface deleterious materials, including existing building foundations, slabs, buried utility, irrigation lines or structures, pavements, debris, and designated trees, shrubs, and associated roots. In addition, the material at the bottom of the existing pond may be soft and saturated and should be removed to expose a firm bottom. Clean and backfill excavations extending below the planned finished site grades with suitable material compacted to the recommendations presented in subsequent fill specification section. ENGEO should be retained to observe and test backfilling.

Following clearing, the site should be stripped to remove surface organic materials. Strip organics from the ground surface to a depth of at least 2 to 3 inches below the surface. Remove strippings from the site or, if considered suitable by the landscape architect and owner, use them in landscape fill.

It may also be feasible to mulch organics in place, depending on the amount and type of vegetation present at the time of grading, as well as the proposed mulching method. If desired, ENGEO can evaluate site vegetation at the time of grading to assess the feasibility of mulching organics in place.

5.2 EXISTING FILL REMOVAL
We recommend removal and recompaction of non-engineered fill within structural areas. Areal fill removal may need to extend as deep as 6 feet within the site, with select areas consisting of deeper fill removal and recompaction to a minimum of 10 feet below existing grade. Consult the exploration logs in Appendix B and Figure 7 for fill depths and removal depths at specific locations.

The lateral extent and depth of existing fill is expected to vary.

5.3 DIFFERENTIAL FILL THICKNESS
Differential building movements may result from conditions where building pads have significant differentials in fill thickness. We recommend that the differential fill thickness across any building pad be no greater than 10 feet. Local subexcavation of soil material and replacement with compacted fill may be needed to achieve this recommendation.

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5.4 SURFICIAL PAD TREATMENT
Individual building pads should be treated to accommodate at least a 3-foot layer of engineered fill below pad grade. This would apply to cut lots, cut-fill transition lots, and shallow fill lots. We anticipate the depth of removals of existing site fill will achieve this recommendation.

5.5 SOIL MOISTURE CONDITIONS
The contractor should anticipate excessively over-optimum (wet) soil moisture conditions during winter or spring grading, or during or following periods of rain, and should anticipate excessively under-optimum (dry) soil moisture conditions during summer or fall grading, or during periods of drought.

Wet soil can make proper compaction difficult or impossible. Wet soil conditions can be mitigated by:

1. Frequent spreading and mixing during warm dry weather;

2. Mixing with drier materials;

3. Mixing with a lime, lime-flyash, or cement product; or

4. Stabilizing with aggregate or geotextile stabilization fabric, or both.

Options 3 and 4 should be evaluated by ENGEO prior to implementation.

Dry soil can make proper compaction difficult or impossible. Dry soil conditions can be mitigated by:

1. Ripping and applying water using sprinklers or water trucks.

2. Spreading and mixing with wetter materials prior to placement in the fill area.

5.6 ACCEPTABLE FILL
On-site soil material is suitable as fill material provided it is processed to remove concentrations of organic material, debris, and particles greater than 6 inches (3 inches in upper 3 feet of pad grade) in maximum dimension.

Imported fill materials should meet the above requirements and have an expansive index less than 50. Allow ENGEO to sample and test proposed imported fill materials at least 5 days prior to delivery to the site.

5.7 REUSE OF ON-SITE RECYCLED MATERIALS
If desired to reuse asphaltic concrete or Portland Cement concrete as engineered fill, we recommend that it be ground up and thoroughly mixed with on-site or import soil, or crushed to produce recycled aggregate base.

For use as general fill under building pads or streets, the recycled asphalt or concrete should be ground down to less than 3 inches in greatest dimension, with no more than 25 percent larger than 2½ inches and should be thoroughly mixed with a sufficient amount of soil (generally a 1:1 blend ratio) to create a compactable soil material. We recommend that fill containing recycled asphalt and concrete be spread out evenly across the site and is minimized within the upper 2 feet of finished grade in building areas.

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5.8 FILL COMPACTION

5.8.1 Grading in Structural Areas
We recommend that the subgrade soil and general fill be placed and compacted as follows.

1. Spread fill in loose lifts that do not exceed 8 inches.

2. Moisture condition lifts to at least 2 percentage points above the optimum moisture content.

3. Compact fill to a minimum of 92 percent relative compaction; compact the upper 6 inches of fill in pavement areas to 95 percent relative compaction prior to aggregate base placement.

Compact the pavement Caltrans Class 2 Aggregate Base section to at least 95 percent relative compaction (ASTM D1557). Moisture condition aggregate base to or slightly above the optimum moisture content prior to compaction.

5.8.2 Underground Utility Backfill
The contractor is responsible for conducting trenching and shoring in accordance with Cal/OSHA requirements. Project consultants involved in utility design should specify pipe-bedding materials.

We recommend that trench backfill be placed and compacted as follows.

1. Moisture condition trench backfill to at least 2 percentage points above the optimum moisture content. Moisture condition backfill outside the trench.

2. Place fill in loose lifts not exceeding 12 inches.

3. Compact fill to a minimum of 92 percent relative compaction (ASTM D1557).

Jetting of backfill is not an acceptable means of compaction.

When shallow footings with slab-on-grade floors are considered, where utility trenches cross perimeter building foundations, backfill with native clay soil for pipe bedding and backfill for a distance of 2 feet on each side of the foundation. This will help prevent the normally granular bedding materials from acting as a conduit for water to enter beneath the building. As an alternative, a sand-cement slurry (minimum 28-day compressive strength of 500 psi) may be used in place of native clay soil.

When post-tensioned mat foundations are considered, where utility trenches cross underneath buildings, we recommend that a plug be placed within the trench backfill to help prevent the normally granular bedding materials from acting as a conduit for water to enter beneath the building. The plug should be constructed using a sand-cement slurry (minimum 28-day compressive strength of 500 psi) or relatively impermeable native soil for pipe bedding and backfill. We recommend that the plug extend for a distance of at least 3 feet in each direction from the point where the utility enters the building perimeter.

5.8.3 Landscape Fill
Process, place, and compact fill in accordance with Sections 5.8.1 and 5.8.2, except compact to at least 85 percent relative compaction (ASTM D1557).

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5.9 SLOPES
Construct final slope gradients to 2:1 (horizontal:vertical) or flatter. The contractor is responsible for constructing temporary construction slopes in accordance with Cal/OSHA requirements.

5.10 SURFACE DRAINAGE
The project civil engineer is responsible for designing surface drainage improvements. With regard to geotechnical engineering issues, for planning purposes, we recommend that finish grades be sloped away from buildings and pavements to the maximum extent practical. Where development conditions restrict meeting CBC slope requirements, we recommend that specific drainage requirements be developed. As a minimum, we recommend the following.

1. Discharge roof downspouts into closed conduits and direct away from foundations to appropriate drainage devices.

2. Do not allow water to pond near foundations, pavements, or exterior flatwork.

5.11 STORMWATER INFILTRATION
Based on our subsurface explorations, we anticipate near-surface site soil to have a moderate-permeability value for stormwater infiltration in grassy swales or permeable pavers.

6.0 FOUNDATION RECOMMENDATIONS
Based on our subsurface exploration and given the proposed development, it is our opinion that the proposed residential buildings, up to three stories, may be supported on one of the following foundation types.
• Conventional or post-tensioned mat foundations
• Conventional shallow footings with raised floor or concrete slab-on-grade floor

6.1 POST-TENSIONED MAT FOUNDATIONS
Post-tensioned mat foundations may be used to support the residential buildings. Provided the estimated total and differential settlement is incorporated into the structural design, the following post-tensioned mat foundation design parameters should be used, considering low to moderately expansive site soil with a PI up to 20.

Based on the 2004 (Third Edition) Post-Tensioning Institute “Design of Post-Tensioned Slabs-on-Ground” manual, the PT mat should be designed using the criteria presented in Table 6.1-1 below.

TABLE 6.1-1: Post-Tension Mat Design Criteria

CONDITION CENTER LIFT EDGE LIFT
Edge Moisture Variation Distance, em (feet) 9.0 5.4
Differential Soil Movement, ym (inches) 0.4 0.5
ENGEO should be retained to review the PT mat foundation design. If a PT “thin mat” foundation is used, we suggest a minimum exterior and interior rib depth of 12 and 8 inches, respectively.

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Post-tensioned (PT) mats may be designed with an average allowable bearing pressure of 1,000 pounds per square foot (psf) for dead-plus-live loads. At concentrated loading locations or if the ribbed footing is embedded at least 6 inches below soil subgrade, the allowable bearing pressure can be increased to 1,500 psf. The allowable bearing pressures can be increased by one-third for short-term effects of wind or seismic loading.

6.2 CONVENTIONAL MAT FOUNDATION
Alternately, a conventionally reinforced mat foundation may be used to support the proposed structures. The following design parameters and recommendations should be incorporated. • Effective PI of 15
• Cantilever distance or unsupported radius of 5 feet
• Maximum beam spacing of 15 feet
• Subgrade modulus of 100 psi/in
Mat foundations may be designed with an average allowable bearing pressure of 1,000 pounds per square foot (psf) for dead-plus-live loads. At concentrated loading locations, the allowable bearing pressure can be increased to 1,500 psf. The allowable bearing pressures can be increased by one-third for all loads including wind or seismic.

6.3 FOUNDATION LATERAL RESISTANCE
Lateral loads may be resisted by friction along the base and by passive pressure along the sides of foundations. The passive pressure is based on an equivalent fluid pressure in pounds per cubic foot (pcf). We recommend the following allowable values for design. • Passive Lateral Pressure: 300 pcf
• Coefficient of Friction: 0.30

6.4 PAD MOISTURE CONDITIONING
For a PT or structural mat foundation, we recommend that the soil be moisture conditioned to at least 3 percentage points above optimum and approved by the geotechnical engineer prior to placing the vapor retarder and foundation concrete. For a footing with slab-on-grade foundation, the pad subgrade should be moisture conditioned and compacted according to Section 5.8.

6.5 SLAB MOISTURE VAPOR REDUCTION
When buildings are constructed with concrete slab-on-grade, including the conventional or post-tensioned mat foundation, water vapor from beneath the slab will migrate through the slab and into the building. This water vapor can be reduced but not stopped. Vapor transmission can negatively affect floor coverings and lead to increased moisture within a building. When water vapor migrating through the slab would be undesirable, we recommend the following to reduce, but not stop, water vapor transmission upward through the slab-on-grade or mat foundation.

1. Install a moisture retarder system directly beneath the slab. Vapor retarder membrane sealed at all seams and pipe penetrations and connected to all footings. Vapor retarders shall conform to Class A vapor retarder in accordance with ASTM E1745, latest edition, “Standard Specification for Plastic Water Vapor Retarders used in Contact with Soil or Granular Fill under Concrete Slabs.” It is geotechnically acceptable to place the vapor retarder directly or properly prepared subgrade soil.

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Page | 17 October 30, 2023
Revised January 30, 2024

2. Concrete shall have a water-cement ratio for slabs-on-grade of no more than 0.50.

3. Provide inspection and testing during concrete placement to check that the proper concrete and water-cement ratio are used.

4. Moist cure slabs for a minimum of 3 days or use other equivalent curing specified by the structural engineer.

The structural engineer should be consulted as to the use of a layer of clean sand or pea gravel (less than 5 percent passing the U.S. Standard No. 200 Sieve) placed on top of the vapor retarder membrane to assist in concrete curing.

7.0 SCREEN WALLS AND RETAINING WALLS

7.1 RETAINING WALL LATERAL SOIL PRESSURES
Retaining walls should be designed to resist lateral earth pressures and any surcharge loads. We recommend unrestrained and adequately drained retaining walls up to 6 feet high be designed to resist the equivalent fluid pressures as follows.

TABLE 7.1-1: Lateral Earth Pressures, Unrestrained and Drained Conditions

BACKFILL SLOPE CONDITION
(horizontal:vertical)

EQUIVALENT FLUID PRESSURE
(pounds per cubic foot)
Level 45
3:1 60
2:1 70
Unrestrained walls should be designed to resist an additional uniform lateral pressure equivalent to one-third of any surcharge loads applied at the surface. Walls exceeding 6 feet in height should include seismic.

The above lateral earth pressures assume adequate drainage behind the walls to prevent any build-up of hydrostatic pressures and should extend the entire height of the wall, including any additional embedment due to downsloping or utility conditions in the foreground. If drainage is not provided, an additional equivalent fluid pressure of 40 pcf should be added to the values recommended above. Damp proofing of the walls should be included in areas where wall moisture would be problematic.

7.2 WALL FOUNDATIONS
Walls with level foreground may be supported on shallow continuous footings at least 12 inches wide and embedded at least 18 inches below the lowest adjacent soil grade. Continuous footings may be designed for a maximum allowable bearing pressure of 2,000 pounds per square foot (psf) for dead-plus-live loads. Increase this bearing capacity by one-third for the short-term effects of wind or seismic loading. The maximum allowable bearing pressure is a net value; the weight of the footing may be neglected for design purposes.

Footings located adjacent to utility trenches should have their bearing surfaces below an imaginary 1:1 (horizontal:vertical) plane projected upward from the bottom edge of the trench to the footing. If a sloping foreground is present, the wall footing should be deepened as necessary to achieve a minimum 5-foot horizontal distance to the nearest free face or retaining wall from the bottom outer edge of the footing (excluding the key).

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17428.000.001 Design-Level Geotechnical Report
Page | 18 October 30, 2023
Revised January 30, 2024
Lateral loads may be resisted by friction along the base and by passive pressure along the sides of foundations. The passive pressure is based on an equivalent fluid pressure in pounds per cubic foot (pcf). We recommend the following allowable values for design. • Passive Lateral Pressure: 300 pcf
• Coefficient of Friction: 0.30
The above allowable values include a factor of safety of 1.5. Increase the above values by one-third for the short-term effects of wind or seismic loading.

7.3 RETAINING WALL DRAINAGE
Retaining walls should be provided with drainage facilities to prevent the build-up of hydrostatic pressures behind the walls. Wall drainage should be provided using a minimum 4-inch-diameter perforated pipe (minimum SDR 35 or approved equivalent), using glued joints and end cap, embedded in either free-draining gravel surrounded by synthetic filter fabric (minimum 6-ounce) or Class 2 permeable material. The width of the drain blanket should be at least 12 inches, and the drain blanket should extend to about 1 foot below the soil subgrades. Alternatively, if preapproved by ENGEO and if access constraints exist, prefabricated HDPE strip drain and PSE drainage panels may be utilized in lieu of perforated pipe and granular drainage medium. The upper 1 foot of wall backfill and soil backfill behind drainage zones should consist of compacted site soil.

Wall subdrainage should be collected into solid pipes and directed to an outlet approved by the civil engineer, such as through the curb and into the street, or into nearby catch basins or manholes. If necessary, wall subdrains may discharge into area drains, provided the subdrain pipe discharges at least 6 inches above the invert of the area drain pipeline. Under no circumstance should area drains constructed behind the wall be tied into the wall subdrain system.

Also, if necessary to achieve gravity drainage, the subdrain pipe could be placed on top of the footing at the base of the retaining wall stem, if approved by the soil engineer during construction.

7.4 RETAINING WALL BACKFILL
Backfill behind retaining walls should be placed and compacted in accordance with Section 5.8.

Use of light compaction equipment within 5 feet of the wall face is recommended. If heavy compaction equipment is used, the walls should be temporarily braced to avoid excessive wall movement.

8.0 EXTERIOR FLATWORK
This section provides guidelines for secondary slabs such as walkways, sidewalks, steps, and outdoor private courtyards. Because of the potential for low to moderately expansive surficial soil, secondary slabs-on-grade should be constructed structurally independent of the foundation system, i.e., steel should not be used to tie exterior steps to adjacent foundations. This allows slab movement to occur with a minimum of foundation distress. In addition, slabs-on-grade should be designed and reinforced specifically for their intended use and loading requirements. Exterior flatwork is not considered a structural element of the project and is not governed by any applicable building codes.

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17428.000.001 Design-Level Geotechnical Report
Page | 19 October 30, 2023
Revised January 30, 2024
For pedestrian hardscape exposed to foot traffic only, a 4-inch-thick concrete section on prepared subgrade in conformance with the compaction specifications in Section 5.8 is adequate. Construct control and construction joints in accordance with current Portland Cement Association Guidelines. Including wire mesh or steel rebar reinforcement will improve the performance of the concrete hardscape and decrease the ongoing maintenance requirements. If steel rebar is not used for reinforcement, we recommend the community’s maintenance budget accounts for added maintenance costs for repairing or replacing the concrete walkways on a more frequent basis.

Vehicle loading, if any, will increase cracking and add to maintenance costs. Where periodic vehicle loading is anticipated, provide a minimum section of 4 inches of concrete over 4 inches of aggregate base over prepared subgrade in conformance with the compaction specifications in Section 5.8. If desired, flatwork edges could be thickened to at least 8 inches to help control moisture variations in the subgrade, and/or a minimum reinforcement of No. 3 rebar at 18 inches on center each way within the middle third of the slab could be installed to help control the width and offset of cracks.

9.0 PAVEMENT DESIGN

9.1 FLEXIBLE PAVEMENTS
For planning purposes, we assumed an R-value of 15 and traffic indexes (TI) of 5 and 6 for private streets and parking bays. Using these assumptions, we developed the following recommended pavement sections using Topic 633 of the Caltrans Highway Design Manual (including the asphalt factor of safety), presented in the table below.

TABLE 9.1-1: Recommended Hot Mix Asphalt Concrete Pavement Sections

TRAFFIC INDEX

SECTION

HOT MIX ASPHALT
(inches)
CLASS 2 AGGREGATE BASE
(inches)
5 3 8½
6 3½ 10½
The civil engineer should determine the appropriate traffic indexes based on the estimated traffic loads and frequencies. The minimum pavement section should be confirmed by the civil engineer and local jurisdiction.

Pavement materials and construction should comply with the specifications and requirements of the Standard Specifications by Caltrans, the local jurisdiction, and our compaction recommendations in Section 5.8.

9.2 RIGID PAVEMENTS
Use concrete pavement sections to resist heavy loads and turning forces in areas such as fire lanes or trash enclosures. Final design of rigid pavement sections, and accompanying reinforcement, should be performed based on estimated traffic loads and frequencies. We recommend the following minimum design sections for rigid pavements. • Use a minimum section of 6 inches of Portland Cement concrete over 6 inches of Class 2 Aggregate Base

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Page | 20 October 30, 2023
Revised January 30, 2024
• Concrete pavement should have a minimum 28-day compressive strength of 3,500 psi • Provide minimum control joint spacing in accordance with Portland Cement Association guidelines.

9.3 CONCRETE PAVERS
If planned, we recommend 80-mm-thick interlocking paver units placed in a herringbone pattern to provide adequate interlock. Assumed traffic indices of 5 and 6 and an assumed R-value of 15, we recommend underlying the concrete pavers with 13 and 16 inches, respectively, of compacted aggregate base (AB) material or equivalent. Construction and materials should follow manufacturer’s recommendations, although any compacted sand bedding underlayment should be no greater than 1 inch thick.

We recommend ENGEO be authorized to collect subgrade samples and develop updated pavement section recommendations once the streets are at rough subgrade.

Impacts from manmade factors, such as over-irrigation, poor drainage, and/or leaking utilities, may prematurely impact the subgrade soil under the paver areas, causing surface irregularities not associated with the structural design protocols utilized. Periodic maintenance should be anticipated to restore the aesthetics of the paver surface. Once final landscape plans are prepared, including the paver area, ENGEO should review and confirm our recommendations have been properly incorporated.

10.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS
This design-level geotechnical report presents geotechnical recommendations for design and construction of the improvements discussed in Section 1.3 for the Zest 2.0 project located in Covina, California. If changes occur in the nature or design of the project, we should be allowed to review this report and provide additional recommendations, if any. It is the responsibility of the owner to transmit the information and recommendations of this report to the appropriate organizations or people involved in design of the project, including but not limited to developers, owners, buyers, architects, engineers, and designers. The conclusions and recommendations contained in this report are solely professional opinions and are valid for a period of no more than 2 years from the date of report issuance.

We strive to perform our professional services in accordance with generally accepted principles and practices currently employed in the area; there is no warranty, express or implied. There are risks of earth movement and property damages inherent in building on or with earth materials.

We are unable to eliminate all risks; therefore, we are unable to guarantee or warrant the results of our services.

This geotechnical report is based upon field and other conditions discovered at the time of report preparation. We assumed that our subsurface exploration data are representative of the actual subsurface conditions across the site. If unexpected conditions are encountered, ENGEO must be notified immediately to review these conditions and provide additional and/or modified recommendations, as necessary.

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17428.000.001 Design-Level Geotechnical Report
Page | 21 October 30, 2023
Revised January 30, 2024
Our services did not include excavation sloping or shoring, soil volume change factors, flood potential, or a geohazard exploration. In addition, our geotechnical exploration did not include work to determine the existence of possible hazardous materials. If any hazardous materials are encountered during construction, the proper regulatory officials must be notified immediately.

This document must not be subject to unauthorized reuse, that is, reusing without written authorization of ENGEO. Such authorization is essential because it requires ENGEO to evaluate the document’s applicability given new circumstances, not the least of which is passage of time.

Actual field or other conditions will necessitate clarifications, adjustments, modifications, or other changes to ENGEO’s documents. Therefore, ENGEO must be engaged to prepare the necessary clarifications, adjustments, modifications, or other changes before construction activities commence or further activity proceeds. If ENGEO’s scope of services does not include on-site construction observation, or if other persons or entities are retained to provide such services, ENGEO cannot be held responsible for any or all claims arising from or resulting from the performance of such services by other persons or entities, and from any or all claims arising from or resulting from clarifications, adjustments, modifications, discrepancies, or other changes necessary to reflect changed field or other conditions.

We determined the lines designating the interface between layers on the exploration logs using visual observations. The transition between the materials may be abrupt or gradual. The exploration logs contain information concerning samples recovered, indications of the presence of various materials such as clay, sand, silt, rock, existing fill, etc., and observations of groundwater encountered. The field logs also contain our interpretation of the subsurface conditions between sample locations. Therefore, the logs contain both factual and interpretative information. Our recommendations are based on the contents of the final logs, which represent our interpretation of the field logs.

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Trumark Homes, LLC Zest 2.0
17428.000.001 Design-Level Geotechnical Report
October 30, 2023
Revised January 30, 2024

SELECTED REFERENCES
ACI, Building Code Requirements for Structural Concrete (ACI 318-19), 2019.

American Society of Civil Engineers (ASCE), 2016, “ASCE Standard 7-16: Minimum Design Loads for Buildings and Other Structures,” ASCE 7-16.

California Building Code. 2022.

Dibblee, T.W., and Ehrenspeck, H.E. 1999. Geologic Map of the El Monte and Baldwin Park Quadrangle, Los Angeles County, California. Dibblee Geological Foundation. Scale 1:24,000.

Division of Mines and Geology. 1997. Special Publication 117, Guidelines for Evaluation and Mitigating Seismic Hazards in California. Adopted March 13.

Field, E.H. and 2014 Working Group on California Earthquake Probabilities. 2015. UCERF3: A new earthquake forecast for California’s complex fault system: U.S. Geological Survey 2015–3009, 6 p.

PTI, Design of Post-Tensioned Slabs-on-Ground, Addendum 3, 2007.

SEAOC. 1996. Seismic Design Recommendations.

Tan, S.S. 2000. Geologic Map of the Baldwin Park 7.5’ Quadrangle, Los Angeles County, California. California Geological Survey Open-File Report 98-30.

Wills, C. J., Gutierrez, C. I., Perez, F. G., & Branum, D. M. 2015. A next generation VS30 map for California based on geology and topography. Bulletin of the Seismological Society of America, 105(6), 3083-3091.

Youd, L.T. et al. 2001. Liquefaction Resistance of Soils: Summary of Report from the 1996 and 1998 NCCER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils. Journal of Geotechnical and Geo-environmental Engineering, pp. 817-833.

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FIGURES
FIGURE 1: Vicinity Map
FIGURE 2: Site Plan
FIGURE 3: Regional Geologic Map
FIGURE 4: Seismic Hazards Zone Map
FIGURE 5: Regional Faulting and Seismicity Map
FIGURE 6: Historic Groundwater Elevation Contour Map
FIGURE 7: Existing Fill Estimate Exhibit

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COPYRIGHT @ 2023 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED.

PATH: G:\DRAFTING\PROJECTS\_16000 TO 17999\17428\17428000001\17428GEX.APRX ORIGINAL FIGURE PRINTED IN COLOR LAYOUT: VICINITY USER: QLIANG
BASEMAP SOURCE: GOOGLE EARTH MAPPING SERVICE 2022
SCALE: AS SHOWN 1
FIGURE NO.

DRAWN BY: MMH CHECKED BY: SPM
PROJECT NO. : 17428.000.001

COVINA, CALIFORNIA
ZEST 2.0

VICINITY MAP
39 210
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E Cypress St
S
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W Gladstone St
W Foothill Blvd
W Foothill Blvd
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W Arrow Hwy
Foothill Fwy
Azusa Pacific
University
Charter Oak
Vincent
Citrus
Glendora
Azusa
10 E Cameron Ave
E Puente Ave
N
Vin
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E Merced Ave
S
Az
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E Badillo St E Badillo St
S Glendora Ave
N
Grand Ave
N
A
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s
a
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San Bernardino Fwy
Covina
Covina
E Gladstone St
E Cypress St
E Foothill Blvd
E Route 66
E Arrow Hwy
South Hills Park
San Bernardino
Via Verde
Country Club
Walnut City
Parkland
Californi
Polytechn
Universit
Pomona
SITE

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PATH: \\ENGEO.COM\FILES\DRAFTING\PROJECTS\_16000 TO 17999\17428\17428000001\17428GEX.APRX ORIGINAL FIGURE PRINTED IN COLOR LAYOUT: SITE PLAN USER: LLEE
BASEMAP SOURCE: GOOGLE EARTH MAPPING SERVICE 2022
SCALE: AS SHOWN 2
FIGURE NO.

DRAWN BY: CMG CHECKED BY: SPM
PROJECT NO. : 17428.000.001

COVINA, CALIFORNIA
ZEST 2.0

SITE PLAN

PROJECT SITE
CONE PENETRATION TEST (ENGEO, 2023)
PERCOLATION TEST LOCATION (ENGEO, 2023)
BORING (ENGEO, 2023)

FORMER PONDS

ALL LOCATIONS ARE APPROXIMATE

EXPLANATION
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Kelby Park
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1-CPT-04
1-CPT-02A
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1-P1
1-B2
1-B1
1-B3
1-B4

FORMER UST

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ALL LOCATIONS ARE APPROXIMATE

EXPLANATION
COPYRIGHT @ 2023 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED. 0 1,000 2,000
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BASEMAP SOURCE: TAN, S.S, 2000

YOUNGER (HOLOCENE) UNDIVIDED ALLUVIAL FAN
AND VALLEY DEPOSITS, SAND Qyfa

YOUNGER (HOLOCENE) UNDIVIDED ALLUVIAL FAN
AND VALLEY DEPOSITS, GRAVEL Qyfg

OLDER (PLEISTOCENE) UNDIVIDED ALLUVIAL FAN
AND VALLEY DEPOSITS, SILT Qofs

YOUNGER (HOLOCENE) UNDIVIDED ALLUVIAL FAN
AND VALLEY DEPOSITS, SAND, GRAVEL Qyfag
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3 FIGURE NO.

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SCALE: AS SHOWN
PROJECT NO. : 17428.000.001

COVINA, CALIFORNIA

REGIONAL GEOLOGIC MAP
SITE
ZEST 2.0
Qyfag
Qyfa
Qyfag
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ALL LOCATIONS ARE APPROXIMATE

EXPLANATION

EARTHQUAKE-INDUCED LANDSLIDE ZONES

AREAS WHERE THE PREVIOUS OCCURRENCE OF LANDSLIDE

MOVEMENT, OR LOCAL TOPOGRAPHIC, GEOLOGICAL, GEOTECHNICAL

AND SUBSURFACE WATER CONDITIONS INDICATE A POTENTIAL FOR

PERMANENT GROUND DISPLACEMENTS SUCH THAT MITIGATION AS
DEFINED IN PUBLIC RESOURCES CODE SECTION 2693(C) WOULD BE REQUIRED.

LIQUEFACTION ZONE

AREAS WHERE THE HISTORICAL OCCURRENCE OF LIQUEFACTION, OR

LOCAL GEOLOGICAL, GEOTECHNICAL AND GROUND WATER CONDITIONS

INDICATE A POTENTIAL L FOR PERMANENT GROUND DISPLACEMENTS

SUCH THAT MITIGATION AS DEFINED IN PUBLIC RESOURCES CODE SECTION 2693(C) WOULD BE REQUIRED
COPYRIGHT @ 2023 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED. BASEMAP SOURCE: ESRI MAPPING SERVICE

CALIFORNIA DEPARTMENT OF CONSERVATION, CALIFORNIA GEOLOGICAL SURVEY PATH: G:\DRAFTING\PROJECTS\_16000 TO 17999\17428\17428000001\17428GEX.APRX ORIGINAL FIGURE PRINTED IN COLOR LAYOUT: SEISMIC HAZARD USER: QLIANG
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PROJECT NO. : 17428.000.001

COVINA, CALIFORNIA
ZEST 2.0

SEISMIC HAZARDS ZONE MAP
SITE

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ALL LOCATIONS ARE APPROXIMATE
EXPLANATION 0 7.5 15
Miles
COPYRIGHT @ 2023 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED.

BASE MAP SOURCE
PATH: G:\DRAFTING\PROJECTS\_16000 TO 17999\17428\17428000001\17428GEX.APRX LAYOUT: FAULT&SEISMICITY - 2020 USER: QLIANG

ORIGINAL FIGURE PRINTED IN COLOR
FIGURE NO.

DRAWN BY: SPPE CHECKED BY:SPM
SCALE: AS SHOWN
PROJECT NO. : 17428.000.001

COVINA, CALIFORNIA
ZEST 2.0

REGIONAL FAULTING AND SEISMICITY MAP

ESRI, GEBCO, DELORME, NATURALVUE
COLOR HILLSHADE IMAGE BASED ON THE NATIONAL ELEVATION DATA SET (NED) AT 30 METER RESOLUTION U.S.G.S. QUATERNARY FAULT DATABASE, 2020
U.S.G.S. HISTORIC EARTHQUAKE DATABASE (1800-PRESENT)
U.S.G.S OPEN-FILE REPORT 96-705

GREAT VALLEY FAULT ZONE
MAGNITUDE 5-6
MAGNITUDE 6-7
MAGNITUDE 7+

EARTHQUAKE
QUATERNARY FAULTS 2020

BASED ON TIME OF MOST RECENT SURFACE

DEFORMATION
HISTORICAL (<150 YEARS), WELL

CONSTRAINED LOCATION
HISTORICAL (<150 YEARS), MODERATELY

CONSTRAINED LOCATION
HISTORICAL (<150 YEARS), INFERRED

LOCATION
LATEST QUATERNARY (<15,000 YEARS),

WELL CONSTRAINED LOCATION
LATEST QUATERNARY (<15,000 YEARS),

MODERATELY CONSTRAINED LOCATION
LATEST QUATERNARY (<15,000 YEARS),

INFERRED LOCATION
LATE QUATERNARY (<130,000 YEARS),

WELL CONSTRAINED LOCATION
LATE QUATERNARY (<130,000 YEARS),

MODERATELY CONSTRAINED LOCATION
LATE QUATERNARY (<130,000 YEARS),

INFERRED LOCATION
UNDIFFERENTIATED QUATERNARY(<1.6

MILLION YEARS), WELL CONSTRAINED

LOCATION
UNDIFFERENTIATED QUATERNARY(<1.6

MILLION YEARS), MODERATELY

CONSTRAINED LOCATION
UNDIFFERENTIATED QUATERNARY(<1.6

MILLION YEARS), INFERRED LOCATION
SITE

SANTA BARBARA

VENTURA LOS ANGELES

SAN DIEGO
SAN

BERNARDINO

RIVERSIDE
KERN
ORANGE

SAN LUIS
OBISPO
5

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HISTORIC GROUNDWATER ELEVATION CONTOUR MAP
SITE

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APPENDIX A
CONE PENETRATION TEST LOGS (2023)

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SUMMARY
OF

CONE PENETRATION TEST DATA
Prepared by:

KEHOE TESTING & ENGINEERING
5415 Industrial Drive
Huntington Beach, CA 92649-1518
Office (714) 901-7270 / Fax (714) 901-7289
www.kehoetesting.com
Project:

Zest 2.0
747 Barranca Avenue
Covina, CA
July 6, 2023
Prepared for:

Ms. Manasa Vijayakumar
ENGEO Incorporated
320 Goddard Way, Ste 100
Irvine, CA 92618
Office (949) 529-3479 / Fax (888) 279-2698

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TABLE OF CONTENTS

1. INTRODUCTION

2. SUMMARY OF FIELD WORK

3. FIELD EQUIPMENT & PROCEDURES

4. CONE PENETRATION TEST DATA & INTERPRETATION

APPENDIX
• CPT Plots
• CPT Classification/Soil Behavior Chart
• Summary of Shear Wave Velocities
• CPT Data Files (sent via email)

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SUMMARY
OF

CONE PENETRATION TEST DATA

1. INTRODUCTION
This report presents the results of a Cone Penetration Test (CPT) program carried out for the Zest 2.0 project located at 747 Barranca Avenue in Covina, California. The work was performed by Kehoe Testing & Engineering (KTE) on July 6, 2023. The scope of work was performed as directed by ENGEO Incorporated personnel.

2. SUMMARY OF FIELD WORK
The fieldwork consisted of performing CPT soundings at five locations to determine the soil lithology. A summary is provided in TABLE 2.1.

LOCATION

DEPTH OF
CPT (ft) COMMENTS/NOTES:
1-CPT-01 23 Refusal
1-CPT-02 49 Refusal
1-CPT-02A 49 Refusal
1-CPT-03 23 Refusal
1-CPT-04 21 Refusal
TABLE 2.1 - Summary of CPT Soundings

3. FIELD EQUIPMENT & PROCEDURES
The CPT soundings were carried out by KTE using an integrated electronic cone system manufactured by Vertek. The CPT soundings were performed in accordance with ASTM standards (D5778). The cone penetrometers were pushed using a 30-ton CPT rig. The cone used during the program was a 15 cm^2 cone with a cone net area ratio of 0.83. The following parameters were recorded at approximately 2.5 cm depth intervals:
• Cone Resistance (qc) • Inclination
• Sleeve Friction (fs) • Penetration Speed
• Dynamic Pore Pressure (u)

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At locations 1-CPT-01 & 1-CPT-02, shear wave measurements were obtained at various depths. The shear wave is generated using an air-actuated hammer, which is located inside the front jack of the CPT rig. The cone has a triaxial geophone, which recorded the shear wave signal generated by the air hammer.

The above parameters were recorded and viewed in real time using a laptop computer. Data is stored at the KTE office for up to 2 years for future analysis and reference. A complete set of baseline readings was taken prior to each sounding to determine temperature shifts and any zero load offsets. Monitoring base line readings ensures that the cone electronics are operating properly.

4. CONE PENETRATION TEST DATA & INTERPRETATION
The Cone Penetration Test data is presented in graphical form in the attached Appendix. These plots were generated using the CPeT-IT program. Penetration depths are referenced to ground surface. The soil behavior type on the CPT plots is derived from the attached CPT SBT plot (Robertson, “Interpretation of Cone Penetration Test…”, 2009) and presents major soil lithologic changes. The stratigraphic interpretation is based on relationships between cone resistance (qc), sleeve friction (fs), and penetration pore pressure (u). The friction ratio (Rf), which is sleeve friction divided by cone resistance, is a calculated parameter that is used along with cone resistance to infer soil behavior type. Generally, cohesive soils (clays) have high friction ratios, low cone resistance and generate excess pore water pressures. Cohesionless soils (sands) have lower friction ratios, high cone bearing and generate little (or negative) excess pore water pressures.

The CPT data files have also been provided. These files can be imported in CPeT-IT (software by GeoLogismiki) and other programs to calculate various geotechnical parameters.

It should be noted that it is not always possible to clearly identify a soil type based on qc, fs and u. In these situations, experience, judgement and an assessment of the pore pressure data should be used to infer the soil behavior type.

If you have any questions regarding this information, please do not hesitate to call our office at (714) 901-7270.

Sincerely,

KEHOE TESTING & ENGINEERING
Steven P. Kehoe
President
07/10/23-kd-5512-2

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APPENDIX

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Project: ENGEO / Zest 2.0
Kehoe Testing and Engineering
714-901-7270
[email protected]
www.kehoetesting.com
747 Barranca Ave, Covina, CA Total depth: 23.89 ft, Date: 7/6/2023 1-CPT-01
Location:

Cone resistance
Tip resistance (tsf)
0 2 0 0 4 0 0 6 0 0 8 0 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Cone resistance Sleeve friction
Friction (tsf)
0 2 4 6 8 1 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Sleeve friction Pore pressure u
Pressure (psi)
-2 0 -1 0 0 1 0 2 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Pore pressure u Friction ratio
Rf (%)
0 1 2 3 4 5 6 7 8
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Friction ratio Soil Behaviour Type
SBT (Robertson, 2010)
0 2 4 6 8 1 0 1 2 1 4 1 6 1 8
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Soil Behaviour Type
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Sand
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Sand
CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 7/7/2023, 1:32:28 PM 1 Project file: C:\Users\stevek\OneDrive - Kehoe Testing and Engineering Inc\Documents\CPT Current Data\ENGEO-Covina6-23\CPT Report\CPeT.cpt

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Project: ENGEO / Zest 2.0
Kehoe Testing and Engineering
714-901-7270
[email protected]
www.kehoetesting.com
747 Barranca Ave, Covina, CA Total depth: 49.75 ft, Date: 7/6/2023 1-CPT-02
Location:

Cone resistance
Tip resistance (tsf)
0 2 0 0 4 0 0 6 0 0 8 0 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Cone resistance Sleeve friction
Friction (tsf)
0 2 4 6 8 1 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Sleeve friction Pore pressure u
Pressure (psi)
-2 0 -1 0 0 1 0 2 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Pore pressure u Friction ratio
Rf (%)
0 1 2 3 4 5 6 7 8
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Friction ratio Soil Behaviour Type
SBT (Robertson, 2010)
0 2 4 6 8 1 0 1 2 1 4 1 6 1 8
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Soil Behaviour Type
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Sand & silty sand
Sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Sand & silty sand
Sand
Sand & silty sand
Clay & silty clay
Silty sand & sandy silt
Clay & silty clay
Silty sand & sandy silt
Sand & silty sand
Clay & silty clay
Very dense/stiff soil
Very dense/stiff soil
Very dense/stiff soil
Silty sand & sandy silt
Clay & silty clay
Clay
Sand & silty sand
Clay & silty clay
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Clay & silty clay
Sand & silty sand
Sand
CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 7/7/2023, 1:32:29 PM 2 Project file: C:\Users\stevek\OneDrive - Kehoe Testing and Engineering Inc\Documents\CPT Current Data\ENGEO-Covina6-23\CPT Report\CPeT.cpt

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Project: ENGEO / Zest 2.0
Kehoe Testing and Engineering
714-901-7270
[email protected]
www.kehoetesting.com
747 Barranca Ave, Covina, CA Total depth: 49.62 ft, Date: 7/6/2023 1-CPT-02A
Location:

Cone resistance
Tip resistance (tsf)
0 2 0 0 4 0 0 6 0 0 8 0 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Cone resistance Sleeve friction
Friction (tsf)
0 2 4 6 8 1 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Sleeve friction Pore pressure u
Pressure (psi)
-2 0 -1 0 0 1 0 2 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Pore pressure u Friction ratio
Rf (%)
0 1 2 3 4 5 6 7 8
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Friction ratio Soil Behaviour Type
SBT (Robertson, 2010)
0 2 4 6 8 1 0 1 2 1 4 1 6 1 8
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Soil Behaviour Type
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Sand & silty sand
Clay & silty clay
Very dense/stiff soil
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Clay & silty clay
Very dense/stiff soil
Sand & silty sand
Clay & silty clay
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay & silty clay
Sand & silty sand
Silty sand & sandy silt
Clay & silty clay
Sand & silty sand
CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 7/7/2023, 1:32:29 PM 3 Project file: C:\Users\stevek\OneDrive - Kehoe Testing and Engineering Inc\Documents\CPT Current Data\ENGEO-Covina6-23\CPT Report\CPeT.cpt

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Project: ENGEO / Zest 2.0
Kehoe Testing and Engineering
714-901-7270
[email protected]
www.kehoetesting.com
747 Barranca Ave, Covina, CA Total depth: 23.75 ft, Date: 7/6/2023 1-CPT-03
Location:

Cone resistance
Tip resistance (tsf)
0 2 0 0 4 0 0 6 0 0 8 0 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Cone resistance Sleeve friction
Friction (tsf)
0 2 4 6 8 1 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Sleeve friction Pore pressure u
Pressure (psi)
-2 0 -1 0 0 1 0 2 0
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Pore pressure u Friction ratio
Rf (%)
0 1 2 3 4 5 6 7 8
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Friction ratio Soil Behaviour Type
SBT (Robertson, 2010)
0 2 4 6 8 1 0 1 2 1 4 1 6 1 8
Depth (ft)
5 0
4 8
4 6
4 4
4 2
4 0
3 8
3 6
3 4
3 2
3 0
2 8
2 6
2 4
2 2
2 0
1 8
1 6
1 4
1 2
1 0
8 6
4 2
0 Soil Behaviour Type
Silty sand & sandy silt
Silty sand & sandy silt
Silty sand & sandy silt
Clay & silty clay
Sand & silty sand
Silty sand & sandy silt
Clay & silty clay
Clay
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Very dense/stiff soil
Sand & silty sand
CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 7/7/2023, 1:32:30 PM 4 Project file: C:\Users\stevek\OneDrive - Kehoe Testing and Engineering Inc\Documents\CPT Current Data\ENGEO-Covina6-23\CPT Report\CPeT.cpt

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Covina City CouncilJune 18, 2024

Covina City Council
June 18, 2024