Agenda packet — Aliso Viejo City Council, December 3, 2025 (part 13 of 17)

FINDINGS
Address Researched Address Not Identified in Research Source 27 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
27 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
27 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ARGONAUT 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ARGONAUT 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ARGONAUT 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ARGONAUT 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 ARGONAUT ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 AVENIDA CASTILLA 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1967

FINDINGS
Address Researched Address Not Identified in Research Source 28 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
28 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 BAYWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 BAYWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 BAYWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 CALLE ARAGO 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1968

FINDINGS
Address Researched Address Not Identified in Research Source 29 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
29 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 AMBER 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 AMBER 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 AMBER 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 AMBER 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 AMBER 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 AMBER 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 AMBER 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1969

FINDINGS
Address Researched Address Not Identified in Research Source 3 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BAYWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BAYWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BAYWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BIRCHMONT 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BIRCHMONT 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BIRCHMONT 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BIRCHMONT 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1970

FINDINGS
Address Researched Address Not Identified in Research Source 3 BRENTWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BRENTWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BRENTWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BRENTWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BRENTWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BRENTWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BRENTWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 BROOKLINE LN 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 ELMBROOK 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 ELMBROOK 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 ELMBROOK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 ELMBROOK 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 ELMBROOK 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 ELMBROOK 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 GLENOAKS 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 GLENOAKS 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1971

FINDINGS
Address Researched Address Not Identified in Research Source 3 GLENOAKS 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 GLENOAKS 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 GLENOAKS 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 GLENOAKS 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 GLENOAKS # 19 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 GLENOAKS ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 HILLROSE 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 HILLROSE 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 HILLROSE 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 HILLROSE 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 HILLROSE 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 HILLROSE 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 KERRWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 KERRWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 KERRWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1972

FINDINGS
Address Researched Address Not Identified in Research Source 3 KERRWOOD ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 MARIGOLD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 MARIGOLD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 MARIGOLD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 MARIGOLD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 PINOS 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SANDALWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SANDALWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SANDALWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1973

FINDINGS
Address Researched Address Not Identified in Research Source 9 SANDALWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SANDALWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SANDALWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SANDALWOOD ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 STONEGLEN 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 STONEGLEN 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 STONEGLEN 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 STONEGLEN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 STONEGLEN 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 STONEGLEN # 67 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 STONEY GLN 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SUMMERWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SUMMERWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SUMMERWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1974

FINDINGS
Address Researched Address Not Identified in Research Source 9 SUMMERWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 SUMMERWOOD CT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ATHENA 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ATHENA 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ATHENA 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ATHENA 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ATHENA 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 VIA ATHENA 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 WHITEWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 WHITEWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1975

FINDINGS
Address Researched Address Not Identified in Research Source 9 WHITEWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 WHITEWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 WHITEWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 WHITEWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 WHITEWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
9 WHITEWOOD CT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
90 CALLE ARAGO 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
90 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
90 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
90 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
90 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
90 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
91 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
91 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1976

FINDINGS
Address Researched Address Not Identified in Research Source 92Argonaut 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT STE 110 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 ARGONAUT STE 220 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
92 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1977

FINDINGS
Address Researched Address Not Identified in Research Source 92 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
93 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
93 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
93 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
93 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
94 CALLE ARAGO 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
94 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
94 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
94 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
94 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
95 CALLE ARAGO 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
95 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
95 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
96 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
96 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
96 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1978

FINDINGS
Address Researched Address Not Identified in Research Source 97 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
97 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
98 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
98 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
98 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
98 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
99 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
99 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 MARIGOLD ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PINE OAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PINE OAK 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PINEOAK 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PINEOAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PINEOAK 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PINEOAK 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PINOS 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1979

FINDINGS
Address Researched Address Not Identified in Research Source 3 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1980

FINDINGS
Address Researched Address Not Identified in Research Source 3 SANDALWOOD # 9 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SANDALWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 STONEGLEN 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 STONEGLEN 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 STONEGLEN 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 STONEGLEN 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 STONEGLEN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 STONEGLEN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 STONEY GLN 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SUMMERWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SUMMERWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SUMMERWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 SUMMERWOOD CT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1981

FINDINGS
Address Researched Address Not Identified in Research Source 3 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 WHITEWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 WHITEWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 WHITEWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 WHITEWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 WHITEWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
3 WHITEWOOD CT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
30 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
30 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
30 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
30 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
30 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1982

FINDINGS
Address Researched Address Not Identified in Research Source 30 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
30 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
30 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 ARGONAUT 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 ARGONAUT 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 ARGONAUT 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 ARGONAUT ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 BAYWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 BAYWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 BAYWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1983

FINDINGS
Address Researched Address Not Identified in Research Source 31 BAYWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
31 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1984

FINDINGS
Address Researched Address Not Identified in Research Source 32 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
32 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 OLD MISSION RD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1985

FINDINGS
Address Researched Address Not Identified in Research Source 43 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
43 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 CALLE ARAGO 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 OLD MISSION RD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 OLD MISSION RD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 OLD MISSION RD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1986

FINDINGS
Address Researched Address Not Identified in Research Source 44 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
44 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 GOLF DR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 OLD MISSION RD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 PLAYA CIR # 82 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1987

FINDINGS
Address Researched Address Not Identified in Research Source 45 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
45 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 OLD MISSION RD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 OLD MISSION RD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1988

FINDINGS
Address Researched Address Not Identified in Research Source 46 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
46 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 GOLF DR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1989

FINDINGS
Address Researched Address Not Identified in Research Source 47 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
47 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 GOLF DR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 OLD MISSION RD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 OLD MISSION RD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 OLD MISSION RD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1990

FINDINGS
Address Researched Address Not Identified in Research Source 48 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
48 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 CALLE ARAGO 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1991

FINDINGS
Address Researched Address Not Identified in Research Source 49 CORONEL PL 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 GOLF DR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 OLD MISSION RD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1992

FINDINGS
Address Researched Address Not Identified in Research Source 49 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
49 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 AMBER 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 AMBER 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 AMBER 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 AMBER 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 AMBER 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 AMBER 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 Argonaut 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ARGONAUT 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ARGONAUT 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ARGONAUT 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ARGONAUT 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1993

FINDINGS
Address Researched Address Not Identified in Research Source 5 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ARGONAUT ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BAYWOOD 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BAYWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BAYWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BAYWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BAYWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BIRCHMONT 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BIRCHMONT 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BIRCHMONT 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BIRCHMONT 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1994

FINDINGS
Address Researched Address Not Identified in Research Source 5 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BIRCHMONT ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BRENTWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BRENTWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BRENTWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BRENTWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 BROOKLINE LN 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ELMBROOK 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ELMBROOK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ELMBROOK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ELMBROOK 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ELMBROOK 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ELMBROOK # 54 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 ELMBROOK ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 GLENOAKS 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 GLENOAKS 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1995

FINDINGS
Address Researched Address Not Identified in Research Source 5 GLENOAKS 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 GLENOAKS 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 GLENOAKS 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 GLENOAKS 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 GLENOAKS # 23 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 GLENOAKS ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 HILLROSE 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 HILLROSE 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 HILLROSE 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 HILLROSE 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 HILLROSE 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 HILLROSE 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 KERRWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 KERRWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 KERRWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1996

FINDINGS
Address Researched Address Not Identified in Research Source 5 KERRWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 KERRWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 KERRWOOD ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINE OAK 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINE OAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINE OAK ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINEOAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINEOAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINEOAK 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINEOAK 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINEOAK 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINEOAK 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PINEOAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1997

FINDINGS
Address Researched Address Not Identified in Research Source 5 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 RAINWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1998

FINDINGS
Address Researched Address Not Identified in Research Source 5 SANDALWOOD ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SANDALWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 STONEGLEN 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 STONEGLEN 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 STONEGLEN 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 STONEGLEN 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 STONEGLEN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 STONEGLEN ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 STONEY GLN 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SUMMERWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SUMMERWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SUMMERWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SUMMERWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
1999

FINDINGS
Address Researched Address Not Identified in Research Source 5 SUMMERWOOD CT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 WHITEWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 WHITEWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 WHITEWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 WHITEWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 WHITEWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
5 WHITEWOOD CT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 GOLF DR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2000

FINDINGS
Address Researched Address Not Identified in Research Source 50 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
50 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2001

FINDINGS
Address Researched Address Not Identified in Research Source 51ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 ARGONAUT ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 GOLF DR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 OLD MISSION RD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2002

FINDINGS
Address Researched Address Not Identified in Research Source 51 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
51 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 GOLF DR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2003

FINDINGS
Address Researched Address Not Identified in Research Source 52 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
52 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2004

FINDINGS
Address Researched Address Not Identified in Research Source 53 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
53 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 GOLF DR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 GOLF DR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2005

FINDINGS
Address Researched Address Not Identified in Research Source 54 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RAINWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
54 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2006

FINDINGS
Address Researched Address Not Identified in Research Source 55 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
55 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 CALLE CADI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2007

FINDINGS
Address Researched Address Not Identified in Research Source 56 PLAYA CIR # L 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 RAINWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
56 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 CALLE CADI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2008

FINDINGS
Address Researched Address Not Identified in Research Source 57 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
57 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
58 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
58 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
58 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
58 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
58 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
58 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2009

FINDINGS
Address Researched Address Not Identified in Research Source 58 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
58 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
58 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 CALLE CADI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 VIA ABRUZZI 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 VIA ABRUZZI 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 VIA ABRUZZI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 VIA ABRUZZI 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
59 VIA ABRUZZI 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 AMBER 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 AMBER 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2010

FINDINGS
Address Researched Address Not Identified in Research Source 6 AMBER 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 AMBER 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 AMBER 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 AMBER 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ASHWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 BIRCHMONT 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 BIRCHMONT 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2011

FINDINGS
Address Researched Address Not Identified in Research Source 6 BIRCHMONT 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 BIRCHMONT 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 BIRCHMONT 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ELMBROOK 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ELMBROOK 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ELMBROOK 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ELMBROOK 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ELMBROOK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 ELMBROOK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 GLENOAKS 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 GLENOAKS 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 GLENOAKS 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 GLENOAKS 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 GLENOAKS # 14 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 GLENOAKS ST 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 HILLROSE 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2012

FINDINGS
Address Researched Address Not Identified in Research Source 6 HILLROSE 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 HILLROSE 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 HILLROSE 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 HILLROSE 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 HILLROSE 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINE AS 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINE OAK 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINE OAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINE OAK ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINEOAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINEOAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINEOAK 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINEOAK 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINEOAK 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PINEOAK 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2013

FINDINGS
Address Researched Address Not Identified in Research Source 6 PINOS 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PLAYA CIR 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 RAINWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 RAINWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 RAINWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 RAINWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 RAINWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 RAINWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 RAINWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 SANDALWOOD AVE 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 SUMMERWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2014

FINDINGS
Address Researched Address Not Identified in Research Source 6 SUMMERWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 SUMMERWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 SUMMERWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 SUMMERWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 SUMMERWOOD CT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD 2020, 2017, 2014, 2010, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD 2020, 2017, 2014, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD CT 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
6 WHITEWOOD ST 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 ANACAPA LN 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 ANACAPA LN 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2015

FINDINGS
Address Researched Address Not Identified in Research Source 60 CALLE CADI 2020, 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 HILLROSE DR 2020, 2017, 2014, 2010, 2005, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 PLAYA CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 PLAYA CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 RINCON WAY 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 RINCON WAY 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 SUMMERLAND CIR 2017, 2014, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
60 SUMMERLAND CIR 2020, 2017, 2010, 2005, 2002, 2001, 2000, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920
I
2016
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 95 Argonaut 2017, 2001, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 2017
Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Argonaut - MLC Holdings, Inc.
95 Argonaut
Aliso Viejo, CA 92656
April 04, 2024
7614512.3
2018
Certified Sanborn® Map Report
Certified Sanborn Results:

Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:

Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
Sanborn® Library search results
EDR Inquiry # Contact:

Site Name: Client Name:

Certification #
PO #
Project
04/04/24
95 Argonaut
Argonaut - MLC Holdings, Inc. Hillmann Environmental Co. 1745 W Orangewood Avenue
Aliso Viejo, CA 92656
7614512.3
Orange, CA 92868-0000
Vivianne Bisson
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Hillmann Environmental Co. were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn.

The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated.
0C9D-4EAD-B4F7
C3-9987

UNMAPPED PROPERTY
Argonaut - MLC Holdings, Inc.

This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.

Certification #: 0C9D-4EAD-B4F7
Hillmann Environmental Co. (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.

This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an ìAS ISî, ìAS AVAILABLEî basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.

ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY

KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN

THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,

COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS

SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,

CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT.

Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.

Copyright 2024 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7614512 3 2
~EDR®
2019

APPENDIX F
Other Documents / Lab Results
2020
1241 E. Dyer Road, Suite 120, Santa Ana, CA 92705
Telephone: (714) 433-6015
[email protected]
OrangeCounty.nextrequest.com
AN’S FEE
Public Health Services
Environmental Health Division – Records
Name: Email: Date:

1. Please use this from to specify the records you need.

2. So that we can help you obtain the appropriate records, please describe the reason the records are being requested.

3. For information on one or more sites (e.g., all sites on one street) please provide in the Portal specific address number/s for each site. We are unable to search by APN #, map coordinates, or cross streets.

4. Attach this form to your request at the records Portal: orangecounty.nextrequest.com Restaurants, Markets, Food Vehicles, Cottage Food, & other Food Facilities Recent inspection records for most food establishments are available at: ocfoodinfo.com Additional lists and other information is available at ochealthinfo.com/eh/home/reports Complaint Investigation
Health Permit (Current year)
Application for the Health Permit (not available for all types of records) Inspection Report dated older than 2 years Date(s) from: ___________to: _____________ Food Plan Check Record SR Number: ___________________
Hotel/Motel, Residential Housing
Complaint Investigation
Inspection Report Date(s) from: _____________to: ________________ Notices sent to Owner
Site Remediation/Site Assessment:

Note: Most records for Leaking Underground Storage Tank sites are immediately available on Geotracker: https://geotracker.waterboards.ca.gov
Additional Site remediation cases are available at ochealthinfo.com/eh/home/reports Local Oversight Program (Leaking Underground Storage Tank Site) Industrial Clean-Up Program (Industrial Clean-up Site)
Orange County UST Program (Non-fuel UST Cleanup Site)
Vivianne Bisson [email protected]
Due Diligence for Phase I ESA
Property located at: 95 Argonaut, Aliso Viejo 92656; APN: 623-091-01 ✔
✔
✔
April 8, 2024
oc• liealth

CARE AGENCY
2021
1241 E. Dyer Road, Suite 120, Santa Ana, CA 92705
Telephone: (714) 433-6015
[email protected]
OrangeCounty.nextrequest.com
Hazardous Materials & Hazardous Waste Records Date(s) from: ___________ to: ___________ Facility lists are available at ochealthinfo.com/eh/home/reports CUPA (Please contact Anaheim Fire Dept to obtain CUPA records for addresses within Anaheim city limits.) Hazardous Materials Business Plan File (CA Environmental Reporting System/CERS submittals)
(Please contact these cities directly for Hazardous Materials Business Plan File, Chemical Disclosure, and/or Electronic Submittal; Fountain Valley, Fullerton, Huntington Beach, La Habra, Orange) Above Ground Petroleum Storage Tank (APST)
Underground Storage Tank (Please contact Fullerton, Orange directly for UST records in those cities) Hazardous Waste
Tiered Permitting
CalARP
Complaint record(s) ______________________________________________ Other Program Records Date(s) from: _______ to: ________ Beach Closures can be found at ocbeachinfo.com
Medical Waste __________________________________________ Body Art __________________________________________
Public Pools/Spa; Please note the name of the complex where the pool is located:
_________________________________________________________________________ Pool Complaint Record
Pool Inspection Report
Pool Plan Check Record SR Number: ________________
Cross Connection: backflow tester list can be found at ochealthinfo.com/eh/water/bftesters Liquid Waste Hauling. Truck name or address: __________________ Solid Waste Facility
Well records (Please contact these cities directly for information on wells: Anaheim, Buena Park, Fountain Valley, Orange, San Clemente)
Water Wells
Monitoring Wells
Soil Boring
Other Well: _________________________________________
Other Records:______________________________________________________________ ✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
✔
2022
4/10/24, 9:29 AM Request 24-2162 - NextRequest - Modern FOIA & Public Records Request Software https://orangecounty.nextrequest.com/requests/24-2162 1/3 Request Visibility: Unpublished
Request 24-2162 Open
Dates
Received
April 10, 2024 via web
Requester
Vivianne Bisson
[email protected]
714-321-4810
Hillmann Consulting
Invoices
No invoices due
Sta assigned
Departments
Environmental Health
Point of contact
EHRecords
Request
Hello, I need to look at all records for the following:
95 Argonaut, Aliso Viejo 92656
Hazardous Materials Disclosure (HMD)
Hazardous Waste (HW)
Underground Storage Tank (UST)
Aboveground Petroleum Storage Tank (APST)
California Accidental Release Prevention (CalARP)
Thank you!
1-1 / 1
Folders
Filter by folder name
All Documents
Documents not in folders
1 / 1 results in 'All Documents'
Filter by document name
Select all
Uploaded: 04/10/2024
OC FOIA 95 Argonaut .pdf
Requester uploads
Timeline Documents
All documents
lter by folder name
Requester uploads
lter by document name
Skip to main content
Public Record Requests
Orange County
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2023
4/10/24, 9:29 AM Request 24-2162 - NextRequest - Modern FOIA & Public Records Request Software https://orangecounty.nextrequest.com/requests/24-2162 2/3 2024 4/10/24, 9:29 AM Request 24-2162 - NextRequest - Modern FOIA & Public Records Request Software https://orangecounty.nextrequest.com/requests/24-2162 3/3 FAQ Help Privacy Terms 0 NextRequest
,own10" CIVICPLUS'
2025
4/17/24, 10:11 AM Request 24-2162 - NextRequest - Modern FOIA & Public Records Request Software https://orangecounty.nextrequest.com/requests/24-2162 1/2 Request Visibility: Unpublished
Request 24-2162 Closed
Dates
Received
April 10, 2024 via web
Requester
Vivianne Bisson
[email protected]
714-321-4810
Hillmann Consulting
Invoices
No invoices due
Sta assigned
Departments
Environmental Health
Point of contact
Liza Rodriguez
Request
95 Argonaut, Aliso Viejo 92656
NO RECORDS FOUND ***LR
Hello, I need to look at all records for the following:
95 Argonaut, Aliso Viejo 92656
Hazardous Materials Disclosure (HMD)
Hazardous Waste (HW)
Underground Storage Tank (UST)
Aboveground Petroleum Storage Tank (APST)
California Accidental Release Prevention (CalARP)
Thank you!
Request closed
No responsive records. Response has been made
in accordance with the California Public Records
Act.

April 17, 2024, 8:32am by Sta
Message to requester
We are unable to locate some or all of
the records requested. If you have any
questions please contact this oce
at (714) 433-6015.

This Agency may not be the only source
of records. You may wish to check with
Timeline Documents
Public
Requester + Sta
Skip to main content
Public Record Requests
Orange County
g
g
ffit
•
•
•
•
•
2026
4/17/24, 10:11 AM Request 24-2162 - NextRequest - Modern FOIA & Public Records Request Software https://orangecounty.nextrequest.com/requests/24-2162 2/2 the OCPW (OC Public Works), Fire
Department, Water Quality Control
Board, and/or the State Department of
Health Services for records.

April 17, 2024, 8:32am by Sta
Message to requester
The County is processing your request
and will provide you with the status of
your PRA request within 10 calendar
days. If the 10th day is a weekend or
holiday, the reply will be the next
business day. A list of County Custodian
of Records and Frequently Asked
Questions can be found here.

April 10, 2024, 9:24am
Department assignment
Environmental Health
April 10, 2024, 9:24am by the requester
Request opened
Request received via web
April 10, 2024, 9:24am by the requester
Requester + Sta
Public
Public
FAQ Help Privacy Terms 0 NextRequest
l'OWH!O IY CIVICPLUS"
2027
4/3/24, 2:00 PM GeoTracker
https://geotracker.waterboards.ca.gov/map/?CMD=runreport&myaddress=450+the+promenade%2C+long+beach%2C+ca+90802 1/1 Map data ©2024 Google 50 m
Search for a Project GeoTracker 95 Argonaut, Aliso Viejo, CA, USA  Home  Download Data  Tools  Contact Us LEGEND - CHOOSE MORE SITES 
LUST Cleanup Sites - REMOVE
Cleanup Program Sites - REMOVE
Military Cleanup Sites - REMOVE
Military Privatized Sites - REMOVE
Military UST Sites - REMOVE
Signies a Closed Site
ACTIVE MAP COVERAGES:
• Military Bases -   - REMOVE
Sites Shown on Map:  1 Total Sites  0 Open Sites  1 Closed Sites  0 Sites w/Water Quality Data  LIST SITES VISIBLE ON MAP
I"',
L .J
2028
4/3/24, 2:00 PM EnviroStor Database
https://www.envirostor.dtsc.ca.gov/public/map/?myaddress=95+Argonaut%2C+Aliso+Viejo%2C+CA%2C+USA 1/1 Map data ©2024 Google 100 m Report a map error

ENVIROSTOR
Sites and Facilities
Cleanup Sites
Federal Superfund
State Response
Voluntary Cleanup
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PROJECT NAME STATUS PROJECT TYPE ADDRESS CITY
95 Argonaut, Aliso Viejo, CA, USA
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Area: 33.592788633594516 - -ll 7.72737639850189 /33.59636336857765 - -ll 7.72147553866962 API Link for Report Data: (Copy and paste the link below to view the data from this report) : https ://data.epa .gov/efse Update l facilities 0
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AMBRY GENETICS CORP
15 ARGONAUT, ALISO VIEJO, CA, 92656
Latitude:33.59348,
Longitude:-117.72646
<>
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FACILITY INFORMATION ICIS-Air ACRES BR

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AMBRY GENETICS CORPORATION
7 ARGONAUT, ALISO VIEJO, CA, 92656
Latitude:33.59416,
Longitude:-117.72631
<>
View
Report

HUNTER GRAPHICS INC
21 ARGONAUT, ALISO VIEJO, CA, 92656
Latitude:33.59312,
Longitude:-117.72635
<>
FACILITY INFORMATION ICIS-Air ACRES BR
f 4#1¥1M+ Com !P'-ance Report
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CalEPA Regulated Site Portal
500 ft
95 Argonaut, Aliso Viejo
9 sites found
Did you mean: 95 Argonaut, Aliso Viejo, CA
92656

PARA TECH COATING INC
35 ARGONAUT
ALISO VIEJO CA 92656
2034
Yana Garcia
Secretary for
Environmental Protection
Department of Toxic Substances Control
Meredith Williams, Ph.D., Director
1001 "I" Street
P.O. Box 806
Sacramento, California 95812-0806
Gavin Newsom
Governor
Facility:

Search on:

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Records Found:

ARGONAUT
Physical Address
92656
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The Department of Toxics Substances Control (DTSC) takes every precaution to ensure the accuracy of data in the Hazardous Waste Tracking System (HWTS). However, because of the large number of manifests handled, inaccuracies in the submitted data, limitations of the manifest system and the technical limitations of the database, DTSC cannot guarantee that the data accurately reflect what was actually transported or produced.

Report Generation Date: 04/03/2024 2035
™tropeR etiS RDE
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com

GOLDEN RAIN FOUNDATION OF LAG HI
24401 MOULTON PKY
LAGUNA HILLS, CA 92653
Inquiry Number:

April 5, 2024
~EDR ®
2036
The EDR-Site Report is a comprehensive presentation of government filings on a facility identified in TM a search of federal, state and local environmental databases.

Section 1: Facility Detail Reports . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3 All available detailed information from databases where sites are identified.

Section 2: Databases and Update Information. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 5 Name, source, update dates, contact phone number and description of each of the databases for this report.

Thank you for your business.

Please contact EDR at 1-800-352-0050
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Disclaimer - Copyright and Trademark Notice
This report contains information obtained from a variety of public and other sources reasonably available to Environmental Data Resources , Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANYSUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,

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TABLE OF CONTENTS
Report# Prepared for / April 5, 2024 Page# 2 of 5
2037

GOLDEN RAIN FOUNDATION OF LAG HILLS
24401 MOULTON PKY
LAGUNA HILLS, CA 92653
EDR ID #S102432591
Databases:

L_REG_9: Leaking Underground Storage Tank Report
EMI: Emissions Inventory Data
LUST REG 9:

Region: 9
Case ClosedStatus:
9UT708Case Number:
85UT35Local Case:

GasolineSubstance:

Not reportedQty Leaked:

Not reportedAbate Method:

OrangeLocal Agency:

Not reportedHow Found:

Not reportedHow Stopped:

Not reportedSource:

Not reportedCause:

Local AgencyLead Agency:

Soil onlyCase Type:
/ /Date Found:
/ /Date Stopped:
/ /Confirm Date:

Not reportedSubmit Workplan:
/ /Prelim Assess:

Not reportedDesc Pollution:
/ /Remed Plan:

Not reportedRemed Action:

Not reportedBegan Monitor:
10/03/1985Release Date:

Not reportedEnforce Date:
10/3/85Closed Date:

Not reportedEnforce Type:

LOPPilot Program:
901.14Basin Number:

Not reportedGW Depth:

Not reportedBeneficial Use:

Not reportedNPDES Number:

Not reportedPriority:

File discarded, case closedFile Dispn:

NoInterim Remedial Actions:

Not reportedCleanup and Abatement order Number:

Not reportedWaste Discharge Requirement Number:

EMI:

GOLDEN RAIN FOUNDATION OF LAG HILLSName:
24401 MOULTON PKYAddress:

LAGUNA HILLS, CA 92653City,State,Zip:
2002Year:
30County Code:

SCAir Basin:
33148Facility ID:

SCAir District Name:
6531SIC Code:

SOUTH COAST AQMDAir District Name:

Not reportedCommunity Health Air Pollution Info System:

Not reportedConsolidated Emission Reporting Rule:
1Total Organic Hydrocarbon Gases Tons/Yr:
1Reactive Organic Gases Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0Particulate Matter Tons/Yr:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:

GOLDEN RAIN FOUNDATION OF LAG HILLSName:
24401 MOULTON PKYAddress:

LAGUNA HILLS, CA 92653City,State,Zip:
2003Year:
30County Code:

SCAir Basin:
33148Facility ID:

SCAir District Name:
6531SIC Code:

SOUTH COAST AQMDAir District Name:

Not reportedCommunity Health Air Pollution Info System:

SECTION 1: FACILITY DETAIL REPORTS
Report# Prepared for / April 5, 2024 Page# 3 of 5
2038
Consolidated Emission Reporting Rule: Not reported
Total Organic Hydrocarbon Gases Tons/Yr: 1
Reactive Organic Gases Tons/Yr: 1
Carbon Monoxide Emissions Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
Particulate Matter Tons/Yr: 0
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Name: GOLDEN RAIN FOUNDATION OF LAG HILLS
Address: 24401 MOULTON PKY
City,State,Zip: LAGUNA HILLS, CA 92653
Year: 2004
County Code: 30
Air Basin: SC
Facility ID: 33148
Air District Name: SC
SIC Code: 6531
Air District Name: SOUTH COAST AQMD
Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported
Total Organic Hydrocarbon Gases Tons/Yr: 1.053959
Reactive Organic Gases Tons/Yr: 1.01
Carbon Monoxide Emissions Tons/Yr: 0.36
NOX - Oxides of Nitrogen Tons/Yr: 0.428
SOX - Oxides of Sulphur Tons/Yr: 0.00257
Particulate Matter Tons/Yr: 0.0326
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.03
SECTION 1: FACILITY DETAIL REPORTS
...Continued...

Report# Prepared for / April 5, 2024 Page# 4 of 5
2039
To maintain currency of the following federal, state and local databases, EDR contacts the appropriate government agency on a monthly or quarterly basis as required.

Elapsed ASTM days: Provides confirmation that this report meets or exceeds the 90-day updating requirement of the ASTM standard.

DATABASES FOUND IN THIS REPORT
CA LUST: Geotracker’s Leaking Underground Fuel Tank Report Source: State Water Resources Control Board
Telephone: see region listings for the contact phone numbers Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

Date of Government Version: 12/04/2023 Date of Last EDR Contact: 03/05/2024 Database Release Frequency: Quarterly Date of Next Scheduled Update: 06/17/2024 CA L_REG_9: Leaking Underground Storage Tank Report
Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595
Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources Control Board’s LUST database.

Date of Government Version: 03/01/2001 Date of Last EDR Contact: 09/26/2011 Database Release Frequency: No Update Planned Date of Next Scheduled Update: 01/09/2012 CA EMI: Emissions Inventory Data
Source: California Air Resources Board
Telephone: 916-322-2990
Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies.

Date of Government Version: 12/31/2021 Date of Last EDR Contact: 03/14/2024 Database Release Frequency: Varies Date of Next Scheduled Update: 06/24/2024 SECTION 2: DATABASES AND UPDATE DATES
Report# Prepared for / April 5, 2024 Page# 5 of 5
2040
™tropeR etiS RDE
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Shelton, CT 06484
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ARTISTIC MAINTENANCE INC

SE CORNER MOULTON & RIDGE ROUTE
LAGUNA HILLS, CA 92653
Inquiry Number:

April 5, 2024
~EDR ®
2041
The EDR-Site Report is a comprehensive presentation of government filings on a facility identified in TM a search of federal, state and local environmental databases.

Section 2: Databases and Update Information. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 4 Name, source, update dates, contact phone number and description of each of the databases for this report.

Thank you for your business.

Please contact EDR at 1-800-352-0050
with any questions or comments.

TABLE OF CONTENTS
Report# Prepared for / April 5, 2024 Page# 2 of 4
2042

ARTISTIC MAINTENANCE INC

SE CORNER MOULTON & RIDGE ROUTE
LAGUNA HILLS, CA 92653
EDR ID #S128935388
Databases:

CPS-SLIC: Statewide SLIC Cases
CPS-SLIC:

Name: ARTISTIC MAINTENANCE INC
SE CORNER MOULTON & RIDGE ROUTEAddress:

LAGUNA HILLS, CA 92653City,State,Zip:

STATERegion:

Completed - Case ClosedFacility Status:
11/28/1995Status Date:

T10000019929Global Id:

ORANGE COUNTYLead Agency:
95IC029Lead Agency Case Number:

33.62074Latitude:
-117.73104Longitude:

Cleanup Program SiteCase Type:

GSHCase Worker:

ORANGE COUNTYLocal Agency:

Not reportedRB Case Number:

Not reportedFile Location:

Not reportedPotential Media Affected:

Not reportedPotential Contaminants of Concern:
9EPA Region:

Not reportedCoordinate Source:

NOCuf Case:

Not reportedQuantity Released Gallons:
08/14/1993Begin Date:

Not reportedLeak Reported Date:

Not reportedHow Discovered:

Not reportedHow Discovered Description:

Not reportedDischarge Source:

Not reportedDischarge Cause:

Not reportedStop Method:

Not reportedStop Description:
11/28/1995No Further Action Date:

Santa Ana River - Lower Santa Ana River - East Coastal Plain (801.11)CA Water Watershed Name:

Not reportedDwr Groundwater Subbasin Name:

Disadvantaged CommunityDisadvantaged Community:
41-45%CA Enviroscreen 3 Score:
35-40%CA Enviroscreen 4 Score:

NoMilitary DOD Site:

Not reportedFacility Project Subtype:

SANTA ANA RWQCB (REGION 8)RWQCB Region:

Not reportedSite History:

SECTION 1: FACILITY DETAIL REPORTS
Report# Prepared for / April 5, 2024 Page# 3 of 4
2043
To maintain currency of the following federal, state and local databases, EDR contacts the appropriate government agency on a monthly or quarterly basis as required.

Elapsed ASTM days: Provides confirmation that this report meets or exceeds the 90-day updating requirement of the ASTM standard.

DATABASES FOUND IN THIS REPORT
CA CPS-SLIC: Statewide SLIC Cases
Source: State Water Resources Control Board
Telephone: 866-480-1028
Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

Date of Government Version: 12/04/2023 Date of Last EDR Contact: 03/05/2024 Database Release Frequency: Varies Date of Next Scheduled Update: 06/17/2024 SECTION 2: DATABASES AND UPDATE DATES
Report# Prepared for / April 5, 2024 Page# 4 of 4
2044
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 95 Argonaut, Aliso Viejo, CA 
Show search results for 95 Arg…
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2045
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©USDOT PHMSA. All rights reserved.
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2046
4/3/24, 2:12 PM Gas Transmission Pipeline Interactive Map - Orange https://socalgas.maps.arcgis.com/apps/webappviewer/index.html?id=53da2bbb31574e0ab0f14f9bc2618d89 1/1 Esri Communit
Map Information
This map has been provided at a 1:24,000 scale and as a single county extent per the parameters provided by
PHMSA for publicly viewing of gas facilities (Federal
Register Vol. 81, No. 120, June 22, 2016).

0.3mi
-117.752 33.610 Degrees
+
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Gas Transmission Pipeline Interactive Map - Orange
95 Argonaut, Aliso Viejo, CA, USA 
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Gas Transmission Pipeline Interactive Map - Orange
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95 Argonaut,
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Map Information
Pipelines
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- High Pressure Distribution Lines

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2047
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623-091-01
95 ARGONAUT
Assessor MaR
Assessment
X Clear
0,. ...

Assessor Mai;i Index
623-091-01
Lot Number 1
Legal Start D ate 2/17/1987
Lot Type
Doc. No.

Map No.
e
Doc. Ref. No
Doc. Ref. Dat,
Legal Descr.

Site Address
Landuse
Area sqft
Perim. ft
City/State
Zipcode
Lot
PMB 218/27-30
PM 85-158
201100572900
P-BOOK: 218 PAGE: 27 PAR: 1
-
95 ARGONAUT
211
124149
-
1443

ALISO VIEJO
92656
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Search Results (1 Parcels) X
: More
623-091-01
95ARGONAUT
Assessor MaPAssessment No.

Lot Number
Legal Start Date
Lot Type
Doc. No.

Map No.

Doc. Ref. No.

Doc. Ref. Date
Legal Descr.

Site Address
Landuse
Area sqft
Perim. ft
City/State
Zipcode
X Clear
Assessor MaP- Index
623-091-01
1 2/17/1987
Lot
PMB 218/27-30
PM 85-158
201100572900
P-BOOK: 218 PAGE: 27 PAR: 1
95 ARGONAUT
211
124149
1443

ALISO VIEJO
92656
X +
c::,'!. * .±, G New Chrome available
2049
4/3/24, 11:10 AM RealQuest.com ® - Report
https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&1712167821042&1712167821042 1/3 Property Detail Report
For Property Located At :
95 ARGONAUT, ALISO VIEJO, CA 92656
Owner Information
Owner Name: ARGONAUT OFFICES LLC
Mailing Address: 1 RIM RDG, NEWPORT COAST CA 92657-1715 C097 C/O MIKE M MOSHAYEDI Vesting Codes: / /
Location Information
Legal Description: P-BOOK: 218 PAGE: 27 PAR: 1
County: ORANGE, CA APN: 623-091-01
Census Tract / Block: 626.34 / 4 Alternate APN:

Township-Range-Sect: Subdivision: PARCEL MAP 85-158
Legal Book/Page: Map Reference: 29-C2 /
Legal Lot: 1 Tract #:

Legal Block: School District: CAPISTRANO
Market Area: AV School District Name: CAPISTRANO
Neighbor Code: Munic/Township:

Owner Transfer Information
Recording/Sale Date: / Deed Type:

Sale Price: 1st Mtg Document #:

Document #:

Last Market Sale Information
Recording/Sale Date: 11/10/2011 / 11/09/2011 1st Mtg Amount/Type: / Sale Price: $4,379,500 1st Mtg Int. Rate/Type: /
Sale Type: FULL 1st Mtg Document #:

Document #: 572900 2nd Mtg Amount/Type: /
Deed Type: GRANT DEED 2nd Mtg Int. Rate/Type: /
Transfer Document #: Price Per SqFt: $87.63
New Construction: Multi/Split Sale:

Title Company: FIRST AMERICAN TITLE INSURANCE
Lender:

Seller Name: 201-73 ARGONAUT OFFICE HOLDING
Prior Sale Information
Prior Rec/Sale Date: 02/23/2007 / 02/21/2007 Prior Lender: ARTESIA MTG CAP CORP Prior Sale Price: $12,700,000 Prior 1st Mtg Amt/Type: $7,800,000 / CONV Prior Doc Number: 117304 Prior 1st Mtg Rate/Type: / FIXED RATE LOAN Prior Deed Type: GRANT DEED
Property Characteristics
Year Built / Eff: / Total Rooms/Offices Garage Area:

Gross Area: 49,975 Total Restrooms: Garage Capacity:

Building Area: 49,975 Roof Type: Parking Spaces:

Tot Adj Area: Roof Material: Heat Type:

Above Grade: Construction: Air Cond:
# of Stories: Foundation: Pool:

Other Improvements: Exterior wall: Quality:

Basement Area: Condition:

Site Information
Zoning: Acres: 2.83 County Use: COMMERCIAL (3)
Lot Area: 123,405 Lot Width/Depth: x State Use:

Land Use: COMMERCIAL

BUILDING
Res/Comm Units: / Water Type:

Site Influence: Sewer Type:
.. Real Quest
Corelog1c
2050
4/3/24, 11:10 AM RealQuest.com ® - Report
https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&1712167821042&1712167821042 2/3 Tax Information
Total Value: $6,471,034 Assessed Year: 2023 Property Tax: $65,034.26 Land Value: $2,849,188 Improved %: 56% Tax Area: 34019
Improvement Value: $3,621,846 Tax Year: 2023 Tax Exemption:

Total Taxable Value: $6,471,034
Flood Map Report
For Property Located At
95 ARGONAUT, ALISO VIEJO, CA 92656
Report Date: 04/03/2024 County: ORANGE, CA
Flood Zone Code Flood Zone Panel Panel Date
X 060770 - 06059C0426J 12/03/2009
Special Flood Hazard Area (SFHA) Within 250 ft. of multiple flood zones? Community Name Out No ALISO VIEJO
Flood Zone Description:

Zone X-An area that is determined to be outside the 100- and 500-year floodplains.

X
• Real Quest
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2051
4/3/24, 11:10 AM RealQuest.com ® - Report
https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&1712167821042&1712167821042 3/3 Disclaimer of Use
This map/report was produced using multiple sources. It is provided for informational purposes only.

This map/report should not be relied upon by any third parties. It is not intended to satisfy any regulatory guidelines and should not be used for this or any other purpose.

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Description building to self-storage facility, with additional exterior single-story self storages units on site at 95 Previous I Top I Paging Options I Filter Options I Main Menu Plan Number DRP-2022-00001
Type Development Review Permit
Expiration Date
Main Parcel 62309101
Address 95 ARGONAUT ALISO VIEJO, CA 92656
Applied Date 09/28/2022
Completion Date
Status Void
Project Name
Description Demo and new construction of self-storage site prelim meeting. 2053
Found 4 results
Filter Results
AIIO
Plan 0
Next I Top I Paging Options I Filter Opt ions I Main Menu Plan Number DRP-2024 -00001
Type Development Review Permit
Expirat ion Date
Main Parcel 623 09101
Address 95 ARGONAUT ALISO VIEJO, CA 92656
Applied Date 01/ 18/ 2024
Completion Date
Status Deemed Incomplete
Project Name
Description Pre-Appli cation Review for a proposed housing development: 54, 3-story town homes at 95 Argonaut.

Previous I Next I Top I Paging Options I Filter Options I Main Menu Plan Number DRP-2024 -00002
Type Development Review Permit
Expiration Date
Main Parcel 62309 101
Address 95 ARGONAUT ALISO VIEJO, CA 92656
Applied Date 03/25 / 2024
Completion Date
Status Submitted
Project Name
Description Pre-Appli catio n Review for a proposed town home development (62 town homes, 2.85 acres, 2-4 bedrooms) at 95
Previous I Next I Top I Paging Options I Filter Opt ions I Main Menu Plan Number USE-2023 -000 15
Type Condition al Use Permit
Expiration Date
Main Parcel 623 091 01
Address 95 ARGONAUT ALISO VIEJO, CA 92656
Applied Date 07/05/ 2023
Completion Date
Status Deemed Incomplete
Project Name
Description buildin g to self-storage facilit y, with additi onal ext erior single-story self storages unit s on site at 95 ,,.~
••• '"'
2054
hazards-fema.maps.arcgis.com/apps/webappviewer/index.html?id=8b0adb51996444d4879338b5529aa9cd 06059C
VERSION_ID
FLD_AR_ID 06059C _181 1
STUDY_TYP NP
FLD_ZONE X
ZONE_SUBTY AREA OF MINIMAL FLOOD
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WATER

QUALITY
REPORT
Safe & Reliable Drinking Water, Delivered Every Day
moulton niguel water district
2056

BOARD OF

DIRECTORS
Duane D. Cave

PRESIDENT
Brian S. Probolsky

VICE PRESIDENT
Diane Rifkin

VICE PRESIDENT
Donald R. Froelich

DIRECTOR
Richard S. ëDickí Fiore

DIRECTOR
William ëBillí Moorhead

DIRECTOR
Sherry Wanninger

DIRECTOR
Dear Moulton Niguel Customer,
Reliable access to safe water is Moulton Niguelís highest priority.

To deliver on that commitment, Moulton Niguel conducts extensive water quality tests throughout the year. State-of-the-art laboratories independently analyze the tests to ensure we strictly adhere to the Environmental Protection Agency and the State Water Resources Control Board standards.

On behalf of the Moulton Niguel Board of Directors, I am pleased to report:

Moulton Niguelís drinking water continues to meet all federal and state water quality standards and safety regulations.

This annual Consumer Confidence Report covers water quality testing for the 2022 calendar year, summarizing everything you need to know about your water. It includes detailed results of water quality tests conducted at each stage of treatment and delivery and information about the required safety regulations for public drinking water providers.

Moulton Niguel takes great pride in providing you safe, clean, and reliable drinking water at one of the lowest water rates in South Orange County.

We are here to serve you. Please call us anytime you need help at (949) 831-2500 or email [email protected].

Sincerely,

JOONE KIM-LOPEZ
General Manager & CEO, Moulton Niguel Water District
ñ 2 ñ
moulton niguel water district
2057
Colorado
River
The
Bay-Delta
Gene
Pumping
Station
Chrisman
Pumping
Plant
Edmonston
Pumping
Plant

REDDING

SACRAMENTO
SAN

FRANCISCO
LOS

ANGELES
ORANGE
COUNTY

BAKERSFIELD
SAN
DIEGO

P A C I F I C

O C E A N
California Aqueduct

STATE WATER PROJECT
Colorado
Aqueduct
Millerton
Lake
Folsom
Lake
Shasta
Trinity Lake
Lake
Lake
Isabella
Lake
Oroville
Sacramento
River
Feather
River
San
Joaquin
River
New
Hogan
Reservoir
Castaic
Lake
Pyramid
Lake
Silverwood
Lake
Lake
Perris
Lake
Mathews
Managed by the Metropolitan
Water District of Southern
California (MWD), the Colorado River
Aqueduct begins near Parker Dam on
the Colorado River. There, the Gene
Pumping Station lifts the water over 300 feet
and begins its 242 mile journey
to Lake Mathews, just outside
the City of Corona. Along the
way, the water passes through
two reservoirs, five pumping
stations, 62 miles of canals, and
176 miles of pipelines. All
told, the water is lifted four times, a total of more than 1,300 feet.

After its journey across the Mojave Desert, the water descends into the Coachella Valley and through the San Gorgonio Pass.

Near Cabazon, the aqueduct flows underground, passing beneath the San Jacinto Mountains and continuing until it reaches its terminus at Lake Mathews. From there, 156 miles of distribution lines and eight more tunnels, delivers the water throughout Southern California.

Have you ever wondered where your water comes from? Here in the Moulton Niguel Water District, our water is imported from both Northern California and the Colorado River.

Water from Northern California travels to us through a complex delivery system known as the California State Water Project. Designed and built in the 1960s, the State Water Project is one of the largest public water and power utilities in the world, providing drinking water for more than 27 million people statewide.

Managed by the California Department of Water Resources (DWR), the project stretches over 700 miles, from Lake Oroville in the north to Lake Perris in the south.

Water stored in Lake Oroville, Folsom Lake, and other tributaries are fed by snow melt from the Sierra Mountains. All of which flow into the Sacramento and San Joaquin rivers, and from there into reservoirs in the Bay-Delta region.

From the Bay-Delta, giant pumps lift the water into the 444-mile-long California Aqueduct, there to flow southward to cities and farms in central and Southern California. Composed mainly of concrete-lined canals, the Aqueduct also includes over 20 miles of tunnels and nearly 160 miles of pipelines.

Along the way, the water is pumped 2,882 feet over the
Tehachapi Mountains. The Edmonston Pumping Plant
alone lifts millions of gallons a day up 1,926 feet,
the highest single water lift in the world.

Where Our Water Comes From

THE CHRISMAN PUMPING PLANT

ON THE CALIFORNIA AQUEDUCT

THE GENE PUMPING STATION

ON THE COLORADO AQUEDUCT
THE

CALIFORNIA

AQUEDUCT
ñ 3 ñ 2058
Water Quality
Drinking water, both tap and bottled, may reasonably be expected to contain trace amounts of some contaminants.

The presence of trace contaminants does not indicate that the water poses a health risk. More information about
contaminants and potential health effects can be obtained by calling the United States Environmental Protection Agency (USEPA) Safe Drinking Water Hotline at (800) 426-4791 or visiting www.epa.gov/your-drinking-water.

The sources of both
tap and bottled
drinking water
include rivers, lakes,
streams, ponds,
reservoirs, springs,
and wells. As water
travels over the
surface of land or
through the ground,
it can dissolve
naturally occurring
minerals and can pick
up substances resulting from the presence of animals or from human activity.

Contaminants that may be present in source water include:

S Microbial contaminants, such as viruses, protozoa, and bacteria that may come from septic systems, agricultural livestock operations, and wildlife
S Inorganic contaminants, such as salts and metals, that can be naturally occurring or result from urban stormwater
runoff, industrial or domestic wastewater discharges, oil and gas production, mining, or farming
S Pesticides and herbicides that may come from a variety of sources such as agriculture, urban stormwater runoff, and residential uses
S Organic chemical contaminants, including synthetic and volatile organic chemicals that are by-products of
industrial processes and petroleum production, and can
also come from gas stations, urban stormwater runoff,
agricultural application, and septic systems
S Radioactive contaminants that can be naturally occurring or be the result of oil and gas production and mining
activities
In order to ensure that tap water is safe to drink, the USEPA and the State Water Resources Control Board, Division of Drinking Water (DDW) prescribe regulations that limit the amounts of certain contaminants in water provided by
public water systems. DDW and U.S. Food and Drug
Administration regulations establish limits for contaminants in bottled water that provide similar protection for public health.

Basic Information about Your Drinking Water
Moulton Niguel relies on imported water from MWD, which sources its water supply from the Colorado River and the State Water Project. MWD delivers an average of 1.5 billion gallons of water per day to a 5,200-squaremile service area of nearly 19 million people in parts of Los Angeles, Orange, Riverside,
San Bernardino, San Diego, and Ventura
counties.

Importing water from hundreds of miles
away is only the start to providing you clean,
fresh water. Once the water is in the south -
land, MWD pumps the water to individual
cities throughout Orange County.

Your water is treated at the Diemer Water
Treatment Plant in Yorba Linda and the Baker Water Treatment Plant in Lake Forest, which is then delivered to Moulton Niguel Water District. Your water is a blend of both treatment plants.

This water meets all state and federal regulations and it is kept safe from the treatment plant to your tap by regular testing throughout the distribution network. Moulton Niguelís pipelines, pump stations, and
reservoirs are used to deliver this
water to you when and where it is
needed.

Moulton Niguel Water District
monitors the water quality at all
sources, reservoirs, and various
points in the distribution system. All
told, between the many agencies
responsible for providing your water,
it is tested more times, and for more
compounds, than is required by state and federal laws and regulations. This vigilant monitoring ensures your drinking water stays within the requirements mandated by the federal Safe Drinking Water Act.

Sources of Our Water Supply
Colorado River
ñ 4 ñ 2059
Water Quality Tests
Lead
Moulton Niguel meets all required standards for lead in the USEPA Lead and Copper Rule. Elevated levels of lead can cause serious health problems, especially for pregnant
women and young children. Lead in drink ing water is
primarily from materials and components associated with home plumbing.

Moulton Niguel is responsible for providing high quality drinking water to your property, but cannot control the variety of materials used in various plumbing components within your home or business.

When your water has been sitting for several hours, you can minimize the potential for lead exposure by flushing your tap for 30 seconds to two minutes before using water for drinking or cooking. However, please follow this practice carefully to reduce any potential water waste.

Water Hardness
Levels of calcium and magnesium,
which occur naturally in water, are
the primary substances that
determine whether water is hard
or soft.

Water from the Colorado River,
one of Moulton Niguelís sources
of water, contains fairly high levels
of these minerals and is considered ìhard.î
Water hardness does not negatively affect your health;
however, hard water does require more soap than soft
water and will leave mineral deposits on plumbing
fixtures over time.

Water hardness is measured in grains per gallon. In
2022, the hardness found in your water had an average
of 16.65 grains per gallon.

Cryptosporidium
Cryptosporidium is a microbial pathogen that originates from animal or human waste and is found in surface
waters throughout the United States. When ingested, it
can cause diarrhea, fever, and other gastrointestinal
symptoms.

MWD tested but did not detect Cryptosporidium in the
source and treated surface waters during 2022. If
detected, Cryptosporidium is eliminated by an effective Immunocompromised People
Some people may be more vulnerable to contami nants
in drinking water than the general population.

Immunocompromised persons, such as persons with
cancer undergoing chemo therapy, persons who have
undergone organ transplants, or have HIV/AIDS or
other immune
system disorders,
some elderly, and
infants can be
particularly at risk
from infections.

These individuals
should seek advice
about drinking water
from their health
care providers.
treatment combination
including sedimentation,
filtration, and disinfection.

The USEPA and Federal Centers for Disease Control guide - lines on appropriate means to lessen the risk of infection by Crypto spori dium and other microbial contaminates are
available from the USEPA Safe Drinking Water Hotline at (800) 426-4791 or visit www.epa.gov/safewater.

Moulton Niguel participates in the State Water Resources Control Boardís Lead Testing in Schools Program. To date, all samples collect ed at schools in the District have met
drinking water standards set by the State and Federal
regulatory agencies.

For questions about your water quality, please call Moulton Niguel Customer Service at (949) 831-2500.

Information on lead in
drinking water, testing
methods, and steps you
can take to minimize
exposure is available from
the Safe Drinking Water
Hotline, (800) 426-4791,
or at www.epa.gov/lead.
ñ 5 ñ
2060
Our
Water Distribution System
moulton niguel
water district

STATE WATER PROJECT
(Imports water from Northern California)

SHEEP HILLS

RESERVOIR

WOOD CANYON

PUMPING STATION

HIGHLANDS

RESERVOIR

ALISO SUMMIT

RESERVOIR

LAGUNA SUR

RESERVOIR
P.I.D.

RESERVOIR
N0. 3
LAGUNA
NIGUEL

SHEEP HILLS

PUMPING

STATION
P.6.CIF1C PARK ORIYE
WOOD
CANYON

RESERVOIR
P.I.D.

PUMPING

STATION
N0. 2

PACIFIC PARK

PUMPING

STATION

BIG NIGUEL

PUMPING

STATION
P.1.D.

PUMPING

STATION
N0.3
P.I.D.

RESERVOIR
N0.2
Delivering safe, clean and reliable water
to residents and businesses in our community
JOINT

LITTLE NIGUEL

PUMPING

STATION
El Niguel
Co1m11yClub
Robert 8. Diemer

WATERTREATMENTPLANT
Metropolitan Water District
of Southern California

EASTERN

TRANSMISSION
MAIN

ALISO HILLS

RESERVOIR
ffl0lfton niguel
water district
EAST

ALISO CREEK

RESERVOIR

COUNTRY

VILLAGE

PUMPING

STATION
CROW'NVAllEYPNfif:WAY
RANCHO

PUMPING

STATION

GOWEN LANTERN
r
RANCHO

RESERVOIR

BEAR BRAND

RESERVOIR

BEACON HILL

PUMPING

STATION
(Imports water from Colorado River)

BAKER WATER

TREATMENT PLANT
Joint Regional Project
with Five
South
Orange County
Water Districts
SOUTH
COUNTY

PIPELINE

ELDORADO

PUMPING STATION

MARGUERITE

RESERVOIR

MARGUERITE

PUMPING

STATION

UPPER CHIQUITA

RESERVOIR

MISSION
VIEJO
MAIIGU<RITT PARKWAY
Providence

MOULTON NIGUEL WATER DISTRICT
By the Numbers
100
Percent of Drinking Water Imported
170,000+
Number of Residents Served
on a Daily Basis
12,000
Number of Water Quality Tests
Conducted Every Year
28 Water Storage Reservoirs
Located within District
25 Number of Pumping Stations
Operated throughout District
37 Total Service Area in Square Miles
7 Amount of Drinking Water Delivered
Each Year, in Billions of Gallons
700
Miles of Potable Water Pipelines
Maintained Throughout District
173
Capacity of Water Storage Reservoirs
in Millions of Gallons
21 Number of Pressure Reducing Stations
and Flow Control Facilities in District 2061
Chloramines
All of Moulton Niguelís drinking water is imported from MWD and is disinfected at the Diemer Water Treatment Plant and the Baker Water Treatment Plant with chloramines, which is a combi nation of chlorine and ammonia. In addition, Moulton Niguel maintains disinfection levels in stored water through the addition of chloramines, as needed.

Chloramines are effective killers of bacteria and other micro - organisms that may cause disease. Compared to chlorine alone, chloramines last longer in the distribution system,
minimize byproduct formation, and have minimal
odor.

Individuals who use kidney dialysis machines may
want to take special precautions and consult their
health care providers for the appropriate type of
supplemen tary water treatment, if required.

Customers who main tain fish ponds, tanks, or
aquariums should also make necessary adjustments
in water quality treatment, as these disinfectants
may be harmful to fish.

For more informa tion about your water quality,
please call Moulton Niguel Customer Service at
(949) 831-2500.

Drinking Water Fluoridation
Fluoride has been added to drinking water supplies in the United States since 1945. Of the 50 largest cities in the United States, 43 fluoridate their drink ing water. In
December 2007, MWD joined a majority of the nationís
public water suppliers in adding fluoride to drinking water in order to prevent tooth decay.

Additional Information
MWD is in compliance with all provisions of the Stateís fluoridation system requirements. Fluoride levels in drinking water are limited under California State regula tions to a maximum dosage of two (2) parts per million.

For additional informa tion:

U.S. Centers for Disease Control and Prevention
(800) 232-4636 S www.cdc.gov/fluoridation/
State Water Resources Control Board,
Division of Drinking Water
www.waterboards.ca.gov/drinking_water/
certlic/drinkingwater/Fluoridation.html
American Water Works Association
www.awwa.org
Metropolitan Water District of Southern California
Fluoridation Program S Edgar G. Dymally
(213) 217-5709 S [email protected]
Want to Learn More?
Thereís a wealth of information online about Drinking Water Quality and water issues in general. Some good sites to begin your own research are:

Metropolitan Water District of So. California: www.mwdh2o.com California Department of Water Resources: www.water.ca.gov To learn more about
Water Conservation & Rebates: www.mnwd.com/rebates
or to learn why
You Can Depend on Your Water System:
www.youtube.com/watch?v=lshe58YVGRE&t=1s
And to see the Aqueducts in action, checkout these two videos:

Wings Over the State Water Project: youtu.be/8A1v1Rr2neU Wings Over the Colorado Aqueduct: youtu.be/KipMQh5t0f4
ñ 8 ñ 2062
Metropolitan Water District of Southern California
Treated Surface Water Quality Results for 2022
PHG Average Range of MCL
Chemical MCL (MCLG) Amount Detections Violation? Typical Source of Chemical Radiologicals(a)
Gross Alpha Particle Activity pCi/L 15 (0) ND ND -3 No Runoff leaching of natural deposits Gross Beta Particle Activity pCi/L 50 (0) 6 ND ñ 9 No Decay of natural and man-made deposits Uranium pCi/L 20 0.43 2 1 ñ 3 No Erosion of natural deposits Inorganic Chemicals
Aluminum (ppm) 1 0.6 .140 .085 ñ .210 No Treatment Process Residue, Natural Deposits Barium (ppm) 1 2 0.1 0.1 No Oil and metal refineries discharge, natural deposits erosion Fluoride (ppm) treatment-related 2 1 0.7 0.7 ñ 0.8 No Water Additive for Dental Health.

Runoff or Leaching from Natural Deposits
Secondary Standards*
Aluminum (ppb) 200* 600 140 85 ñ 210 No Treatment Process Residue, Natural Deposits Chloride (ppm) 500* n/a 101 98 ñ 104 No Runoff or Leaching from Natural Deposits Color (Color Units) 15* n/a 1 1 No Naturally-occurring Organic Materials Odor (Threshold Odor Number) 3* n/a 3 3 No Naturally-occurring Organic Materials Specific Conductance (μmho/cm) 1,600* n/a 988 965 ñ 1010 No Substances that Form Ions in Water Sulfate (ppm) 500* n/a 221 213 ñ 229 No Runoff or Leaching from Natural Deposits Total Dissolved Solids (ppm) 1,000* n/a 628 608 -648 No Runoff or Leaching from Natural Deposits Unregulated Chemicals
Chlorate (ppb) NL = 800 n/a 90 90 n/a Byproduct of drinking water chlorination; industrial process Boron (ppm) NL = 1 n/a 0.13 0.13 n/a Runoff or Leaching from Natural Deposits Hardness, total as CaCO3 (ppm) Not Regulated n/a 278 275 ñ 281 n/a Runoff or Leaching from Natural Deposits Hardness, total (grains/gallon) Not Regulated n/a 16.2 16.1 ñ 16.4 n/a Runoff or Leaching from Natural Deposits Magnesium (ppm) Not Regulated n/a 25 24 ñ 26 n/a Runoff or Leaching from Natural Deposits pH (pH units) Not Regulated n/a 8.1 8.1 n/a Hydrogen Ion Concentration Potassium (ppm) Not Regulated n/a 4.6 4.4 ñ 4.8 n/a Runoff or Leaching from Natural Deposits Total Organic Carbon (ppm) TT n/a 2.5 2.3 ñ 2.6 n/a Various Natural and Man-made Sources.

TOC is a precursor for the formation of disinfection byproducts.

Sodium (ppm) Not Regulated n/a 98 95 ñ 102 n/a Runoff or Leaching from Natural Deposits Alkalinity, total as CaCO3 (ppm) Not Regulated n/a 126 125 ñ 127 n/a Runoff or Leaching from Natural Deposits Calcium (ppm) Not Regulated n/a 68 66 ñ 70 n/a Runoff or Leaching from Natural Deposits ppb = parts-per-billion; ppm = parts-per-million; pCi/L = picoCuries per liter; μmho/cm = micromhos per centimeter; ND = not detected; MCL = Maximum Contaminant Level; (MCLG) = federal MCL Goal; PHG = California Public Health Goal; NL = Notification Level; n/a = not applicable; TT = treatment technique *Chemical is regulated by a secondary standard.

Turbidity ñ combined filter effluent Treatment Turbidity TT Metropolitan Water District Diemer Water Treatment Plant Technique Measurements Violation? Typical Source of Chemical 1) Highest single turbidity measurement 0.3 NTU 0.03 No Soil Runoff 2) Percentage of samples less than or equal to 0.3 NTU 95% 100% No Soil Runoff Turbidity is a measure of the cloudiness of the water, an indication of particulate matter, some of which might include harmful microorganisms. NTU = nephelometric turbidity units Low turbidity in Metropolitanís treated water is a good indicator of effective filtration. Filtration is called a îtreatment techniqueì (TT). A treatment technique is a required process intended to reduce the level of chemicals in drinking water that are difficult and sometimes impossible to measure directly. 2022 Moulton Niguel Water District Distribution System
Disinfection Byproducts Units MCL Annual Average Range of Detections Total Trihalomethanes ppb 80 39 27.8 ñ 49.6
Haloacetic Acids ppb 60 19 7.6 ñ 27.2
Disinfectant Residual mg/L 4 2.1 0.6 ñ 3.2
(chloramines)
Lead (90th %) ppb 15 ND N/A
Copper (90th %) mg/L 1.3 0.149 N/A
The Lead and Copper data is from testing of 52 residences in 2021. Zero tests exceeded the Action Level.

Microbiological Highest No. No. of Months
Contaminants of Detections in Violation MCL MCLG
E. coli 0 0 5% 0%
Robert B. Diemer Water Treatment Plant
– 9 – 2063
Baker Water Treatment Plant
Treated Surface Water Quality Results for 2022
PHG Average Range of MCL
Chemical MCL (MCLG) Amount Detections Violation? Typical Source of Chemical Radiologicals
Gross Alpha Particle Activity pCi/L 15 0 2.46 1.97 ñ 2.95 No Erosion of natural deposits Gross Beta Particle Activity pCi/L 50 0 6.23 5.38 ñ 7.08 No Decay of natural and man-made deposits Uranium (pCi/L) 20 0.43 1.6 1.5 ñ 1.7 No Natural deposits erosion, glass and electronics production waste
Inorganic Chemicals
Arsenic (ppb) 10 0.004 <2.0 ND ñ 2.24 No Treatment Process Residue, Natural Deposits Barium (ppm) 1 2 <.0.10 ND ñ 0.10 No Oil and metal refineries discharge; Natural deposits erosion
Fluoride (ppm) 2 1 0.34 .32 ñ .35 No Erosion of natural deposits; water additive that promotes strong teeth
Disinfection Byproducts
Chlorite (ppm) 1 0.05 <0.05 ND ñ 0.06 No Byproduct of drinking water chlorination Chlorine Dioxide (ppm) MRDL = 0.8 MRDLG = 0.8 0.06 ND ñ 0.12 No Drinking water disinfectant added for treatment Secondary Standards*
Chloride (ppm) 500* n/a 101 99.8 ñ 103 No Runoff or Leaching from Natural Deposits; sea water influence
Color (Color Units) 15* n/a <3 <3 No Naturally-occurring Organic Materials Odor (Threshold Odor Number) 3* n/a 1 1 No Naturally-occurring Organic Materials Specific Conductance (μmho/cm) 1,600* n/a 991 979 ñ 1006 No Substances that Form Ions in Water; sea water influence
Sulfate (ppm) 500* n/a 213 201 ñ 225 No Runoff or Leaching from Natural Deposits; industrial wastes
Total Dissolved Solids (ppm) 1,000* n/a 627 604 ñ 650 No Runoff or Leaching from Natural Deposits; sea water influence
Unregulated Chemicals
Alkalinity, total as CaCO3 (ppm) Not Regulated n/a 125 122 ñ 127 n/a Runoff or Leaching from Natural Deposits Bicarbonate (ppb) Not Regulated n/a 123 121 ñ 125 n/a Runoff or Leaching from Natural Deposits Boron (ppm) NL=1 n/a 0.137 .133 ñ .141 n/a Runoff or Leaching from Natural Deposits Carbonate (ppm) Not Regulated n/a 0.98 .65 ñ 1.3 n/a Runoff or Leaching from Natural Deposits Calcium (ppm) Not Regulated n/a 71.6 69.9 ñ 73.3 n/a Runoff or Leaching from Natural Deposits Hardness, total as CaCO3 (ppm) Not Regulated n/a 292 282 ñ 302 n/a Runoff or Leaching from Natural Deposits Hardness as Grains per Gallon Not Regulated n/a 17.1 16.5 ñ 17.6 n/a Runoff or Leaching from Natural Deposits Magnesium (ppm) Not Regulated n/a 27.6 26.2 ñ 28.9 n/a Runoff or Leaching from Natural Deposits Molybdenum(ppb) Not Regulated n/a 4.79 4.69 ñ 4.89 n/a Runoff or Leaching from Natural Deposits pH (pH units) Not Regulated n/a 8.2 8 ñ 8.4 n/a Hydrogen Ion Concentration Potassium (ppm) Not Regulated n/a 5.14 4.82 ñ 5.46 n/a Runoff or Leaching from Natural Deposits Sodium (ppm) Not Regulated n/a 98.8 95.5 ñ 102 n/a Runoff or Leaching from Natural Deposits Total Organic Carbon (ppm) TT n/a 2.05 2.00 ñ 2.10 n/a Various Natural and Man-made Sources ppb = parts-per-billion; ppm = parts-per-million; pCi/L = picoCuries per liter; μmho/cm = micromhos per centimeter; ND = not detected; n/a = not applicable; NL = Notification Level; TT = treatment technique MCL = Maximum Contaminant Level; (MCLG) = federal MCL Goal; PHG = California Public Health Goal; MRDL = Maximum Residual Disinfectant Level; MRDLG = Maximum Residual Disinfectant Level Goal *Chemical is regulated by a secondary standard.

Clarity ñ combined filter effluent Treatment Turbidity TT Baker Water Treatment Plant Technique Measurements Violation? Typical Source of Chemical 1) Highest single turbidity measurement 0.1 NTU 0.03 No Soil Runoff 2) Percentage of samples less than or equal to 0.3 NTU 95% 100% No Soil Runoff Turbidity is a measure of the cloudiness of the water, an indication of particulate matter, some of which might include harmful microorganisms. NTU = nephelometric turbidity units Low turbidity in Bakerís treated water is a good indicator of effective filtration. Filtration is called a îtreatment techniqueì (TT).

A treatment technique is a required process intended to reduce the level of chemicals in drinking water that are difficult and sometimes impossible to measure directly. – 10 –
2064
Water Quality Charts Legend
What are Water Quality Standards?
Drinking water standards established by USEPA and DDW set limits for substances that may affect consumer health or aesthetic qualities of drinking water. The tables in the report show the following types of water quality standards:

S Maximum Contaminant Level (MCL): The highest level of a contaminant that is allowed in drinking water. Primary MCLs are set as close to the PHGs (or MCLGs) as are economically and technologically feasible. Secondary MCLs are set to protect the odor, taste, and appearance of drinking water.

S Maximum Residual Disinfectant Level (MRDL): The highest level of a disinfectant allowed in drinking water. There is convincing evidence that addition of a disinfectant is necessary for control of microbial contaminants.

S Secondary MCLs: Set to protect the odor, taste, and appearance of drinking water.

S Primary Drinking Water Standard: MCLs for contaminants that affect health along with their monitoring and reporting requirements, and water treatment requirements.

S Regulatory Action Level (AL): The concentration of a contaminant which, if exceeded, triggers treatment or other requirements that a water system must follow.

How are Contaminants Measured?
Water is sampled and tested throughout the year. Contaminants are measured in:

S Parts per million (ppm) or milligrams per liter (mg/L) S Parts per billion (ppb) or micrograms per liter (μg/L) S Parts per trillion (ppt) or nanograms per liter (ng/L) What is a Water Quality Goal?
In addition to mandatory water quality standards, the USEPA and the DDW have set voluntary water quality goals for some contaminants. Water quality goals are often set at such low levels that they are not achievable in practice and are not directly measurable. Nevertheless, these goals provide useful guidelines and direction for water manage ment practices. The tables in this report include three types of water quality goals:

Maximum Contaminant Level Goal (MCLG): The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs are set by the USEPA.

Maximum Residual Disinfectant Level Goal (MRDLG): The level of a drinking water disinfectant below which there is no known or expected risk to health.

MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contaminants.

Public Health Goal (PHG): The level of a contaminant in drinking water below which there is no known or expected risk to health. PHGs are set by the California Environmental Protection Agency.

Metropolitan Water District
Every five years, MWD is required by DDW to examine possible sources of drinking water contamination in its State Water Project and Colorado River source waters.

The most recent surveys for MWDSCís source waters are the Colorado River Watershed Sanitary Survey ñ 2020 Update, and the State Water Project Watershed Sanitary Survey ñ 2016 Update. Both source waters are exposed to stormwater runoff, recreational activities, wastewater
discharges, wildlife, fires, and other watershed-related factors that could affect water quality.

Water from the Colorado River is considered to be most
vulnerable to contamination from recreation, urban and
stormwater runoff, increasing urbanization in the
watershed, and wastewater. Water supplies from Northern Californiaís State Water Project are most vulnerable to contamination from urban and stormwater runoff, wildlife, agriculture, recreation, and wastewater.

USEPA also requires MWD to complete one Source Water Assessment (SWA) that utilizes information collected in the watershed sanitary surveys. MWD completed its SWA in December 2002. The SWA is used to evaluate the vulnerability of water sources to contamination and helps determine whether more protective measures are needed.

A copy of the most recent summary of either Watershed Sanitary Survey or the SWA can be obtained by calling MWD at (800) CALL-MWD (225-5693).

Source Water Assessment
Baker Water Treatment Plant
The Baker Water Treatment Plant receives untreated surface water from MWD (see MWD water assessment left) and untreated surface water from Irvine Lake (Santiago Reservoir). The surface water assessment of Santiago Reservoir is provided by Serrano Water District, which also uses source water from Santiago Reservoir.

The most recent watershed sanitary survey for Santiago Reservoir was updated in 2014. Water supplies from Santiago Reservoir are most vulnerable to septic tank, landfill and dump activities. The Source Water Assessment (SWA) for Santiago Reservoir was completed in April 2001. The assessment was conducted for the Serrano Water District by Boyle Engineering Corporation (Boyle) with assistance from the Districtís staff and management.

A copy of the complete assessment may be viewed at the IRWD Water Quality Department, 3512 Michelson Drive, Irvine. You may request a summary of the assessment by writing to District Secretary, Irvine Ranch Water District, 15600 Sand Canyon Avenue, Irvine, California 92618.

Contaminants Not Detected (2022)
The water delivered to your home is safe, clean and continues to surpass every state and federal water quality standard. The contaminants listed here were NOT DETECTED in Moulton Niguelís water.
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,2-Dichloroethane
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dichlorobenzene
1,2-Dichloropropane
1,4-Dichlorobenzene
Atrazine
Benzene
Beryllium
Cadmium
Carbon Tetrachloride
Chromium
Chromium-6
Cryptosporidium
Cyanide
Dichlorofluoromethane
Ethylbenzene
Fecal Coliform & E. coli
Giardia
Mercury
Methyl-t-butyl ether (MTBE)
Nickel
Perchlorate
Perfluorooctane sulfonate
(PFOS)
Perfluorooctanoic Acid (PFOA)
Radium
Radon
Simazine
Strontium ñ 90
Styrene
Thallium
Thiobencarb
Toluene
Trans-1,2-
Dichloroethane
Trichlorofluoromethane
(Freon-11)
Tritum
Vinyl Chloride
Xylenes
– 11 – 2065
Connect with Moulton Niguel
Moulton Niguel: No PFOA or PFOS
Chemicals Detected in Our Water
The State of California has established regulations for two specific PFAS chemicals: perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS). Moulton Niguelís water has been tested for these chemicals and does not have any known or reportable levels of PFOA or PFOS. Additional PFAS information is available at: www.waterboards.ca.gov/pfas/.

Total Coliform Rule
This Consumer Confidence Report (CCR) reflects changes in drinking water regulatory requirements during 2021. These revisions add the requirements of the federal Revised Total Coliform Rule, effective since April 1, 2016, to the existing state Total Coliform Rule.

The revised rule maintains the purpose to protect public health by ensuring the integrity of the drinking water distribution system and monitoring for the presence of microbials (i.e., total coliform and E. coli bacteria). The USEPA anticipates greater public health protection as the rule requires water systems that are vulnerable to microbial contami nation to identify and fix problems. Water systems that exceed a specified frequency of total coliform occurrences are required to conduct an assessment to determine if any sanitary defects exist. If found, these must be corrected by the water system. The state Revised Total Coliform Rule became effective July 1, 2021.

The United States Environmental Protection Agency (USEPA) and the State Water Resources Control Board, Division of Drinking Water (DDW) are the agencies
responsible for establishing drinking
water quality standards. The
Metropolitan Water District of
Southern California (MWD), which
supplies imported water to Moulton
Niguel, tests for unregu lated
chemicals in our water supply.

Whenever possible, MWD goes
beyond what is required by testing
for unregulated chemicals that do not
have drinking water standards.

Unregulated chemical monitoring helps USEPA and DDW
determine where certain chemicals may be present and whether new standards need to be established to protect public health.

Through drinking water quality testing programs carried out by MWD for imported water and Moulton Niguel for our local distribution system, your drinking water is monitored from source to tap for regulated and unregulated constituents.

The State allows monitoring for some contaminants less than once per year because concentrations of these contaminants do not change frequently. Some data, though representative, is more than one year old.

Federal and State Water Quality Regulations
Questions About Your Water?
Contact Us for Answers.

For information or questions about this report, please call Moulton Niguel Customer Service at (949) 831-2500 or visit www.mnwd.com.

A copy of this report is also available on our website:
www.mnwd.com/CCR.

For more information about the health effects of the listed contaminants in this report, call the USEPA Safe Drinking Water Hotline at (800) 426-4791.

Community Participation
The Moulton Niguel Board of Directors typically meets at the Districtís Headquarters, 26161 Gordon Road, Laguna
Hills, California 92653 on the second Thursday of the
month at 6 pm. More information about regular meetings
and events is available at www.mnwd.com/events.

This report contains important information about your drinking water.

Translate it, or speak with someone who understands it.

Este informe contiene informaciÛn muy importante sobre su agua potable.

Trad˙zcalo o hable con alquien que lo entienda bien.
26161 Gordon Road S Laguna Hills, California 92653
www.mnwd.com
~-ffi-~~~a9~7J<J&~,p;j~_m~1ifl
~ill-~. in~ -fmj,_'1ftr-lllw&Mff5iflo
-4---! i.,laXi .l..,'+-..:., t.. .,i.... ult. ljfa-; y,.fall 1:i." ".y,fal\ ~ J ~~l':'~) ,Y-fa!i F-Y .(yy!JI ) )
mculton niguel water district
2066

APPENDIX G
Project Personnel QualiHcations
2067
1745 W. Orangewood Avenue
Suite 201
Orange, CA 92868
[email protected]

C O N T A C T

I N F O R M A T I O N
B.S. Biology
University of California - San Diego | San
Diego, CA
S e n i o r P r o j e c t M a n a g e r
D u e D i l i g e n c e & R e m e d i a t i o n M g m t

VIVIANNE BISSON

P R O F E S S I O N A L E X P E R I E N C E
As a Senior Project Manager, Ms. Bisson plays a pivotal role in advising both private and public sector clients on a diverse range of environmental projects. Her expertise spans various areas, including due diligence (Phase I and II), regulatory compliance, HSE audits, soil and groundwater remediation, and mold investigations, as well as asbestos surveys. She collaborates with the Hillmann team, ensuring a comprehensive environmental review process, even navigating complex compliance steps for fund release. Ms. Bisson is highly knowledgeable about the requirements set forth by regulatory bodies such as the Occupational Safety and Health Administration (OSHA), the Environmental Protection Agency (EPA), the National Institute for Occupational Safety and Health (NIOSH), and numerous other federal, state, and local regulations impacting environmental health and safety.
(714) 634-9500

E D U C A T I O N

C E R T I F I C A T I O N S
AHERA Asbestos Building Inspector
AHERA Lead-Based Paint Building
Inspector
AHERA Mold Building Inspector
OSHA 10HR Construction Safety & Health
Ladder & Scaffolding Safety

R E L E V A N T E X P E R I E N C E
Independent Contractor | San Diego, CA
As an Independent Contractor, Ms. Bissan excelled in a multifaceted role as an Environmental Consultant, Technical Writer, and Project Manager. She conducted complex Phase I Environmental Site Assessments for national clients, managing numerous projects simultaneously. Ms. Bissan's responsibilities included due diligence, pre-site preparation, and field investigations, where she interviewed tenants, documented chemical storage, and ensured compliance with regulations. She compiled data for Zoning Reports, Asbestos/Lead/Mold Surveys, and Soil/Groundwater Remediation, interpreting federal and state regulatory sources. Her expertise extended to researching property history, and she skillfully synthesized field inspection findings, regulatory data, and historical records into comprehensive reports, offering valuable
recommendations for further investigation.

W I T H H I L L M A N N
S I N C E 2 0 2 4
2068
1600 Route 22 E
Suite #107
Union, NJ 07083
[email protected]

C O N T A C T

I N F O R M A T I O N
B.S. Environmental Sciences, Cook
College, New Brunswick, NJ

(908) 377-5636

E D U C A T I O N

C E R T I F I C A T I O N S
40 HR HAZWOPER 29 CFR 1910.120
Certified Hazardous Materials Manager
1992-2003
10 HR OSHA Construction Safety &
Health
Construction Procedures, Materials and
Costs – Rutgers Center for Continuing
Professional Development

W I T H H I L L M A N N
S I N C E 1 9 8 8

DAVID H. RUTHERFORD
T e c h n i c a l D i r e c t o r
C o r p o r a t e E x e c u t i v e

P R O F E S S I O N A L E X P E R I E N C E
Mr. Rutherford currently serves as Hillmann’s Technical Director for Due Diligence services. Previously, Mr. Rutherford served as the Quality Management Director, and Director of Environmental Due Diligence. He has over 35 years of experience in the consulting industry, specifically in managing and performing environmental and construction risk property assessments, property condition assessments including USEPA and NJDEP Preliminary
Assessments.

As the Technical Director for Due Diligence services, Mr. Rutherford is responsible for development of standard protocols, report content/templates, and providing technical support to operational staff. He has managed large national accounts for real estate due diligence services including a desktop review service that handled nearly 500 properties per year.

Additionally, Mr. Rutherford has performed and/or managed Phase II Environmental Site Assessments (ESAs), Underground Storage Tank (UST) investigations/closures, Property Condition Assessments (PCA), Construction Monitoring inspections, Asbestos surveys, Asbestos Abatement Project Monitoring services, Indoor Air Quality (IAQ) surveys, NPDES Discharge Monitoring, Community Right-to-Know surveys, and
Environmental Risk Analysis for compliance with the SarbanesOxley act.

R E L E V A N T P R O J E C T E X P E R I E N C E
TD Bank, N.A. | Various Locations
Hillmann has performed phase I ESAs at several properties on behalf of TD Bank. Mr. Rutherford previously managed the group that conducts the assessments for this contract, which is ongoing.

HSBC Bank | NYC Metro
Hillmann provided complete environmental program including phase I ESAs, asbestos surveys, air monitoring, bid
administration, O&M programs, industrial hygiene, and indoor air quality programs.

Peapack Gladstone Bank | NY, NJ, and PA
Hillmann has performed phase I ESAs at numerous properties on behalf of Peapack Gladstone Bank since 2013. Mr. Rutherford 2069

R E L E V A N T P R O J E C T E X P E R I E N C E C O N T I N U E D previously managed the team that conducts the assessments for this contract, which is ongoing.

The Davis Companies | Norwalk, CT
On behalf of The Davis Companies, Hillmann provided an Advisory Report of analysis and opinion regarding the potential
electromagnetic fields (EMF) health risks that may be associated with a newly constructed sub-station on an adjacent property.

Multi-Family Portfolio | New York, NY
Hillmann conducted environmental due diligence services and a construction plan and cost review for a rehabilitation project of 45 low-income multi-family apartment buildings in upper Manhattan. Mr. Rutherford coordinated and oversaw the
completion of 45 phase I ESA reports and 5 phase II site investigations associated with this project.

MBD Community Housing Corporation | Bronx, NJ
Hillmann conducted environmental due diligence services for various multi-family apartment buildings located
throughout New York City; including a portfolio of 11 buildings in Bronx, NY.

International Portfolio of Industrial Properties
Mr. Rutherford was the Project Manager for a multi-level environmental due diligence assessment for a portfolio of 113 light industrial properties located throughout the United States and Mexico.

Confidential Client | Various Locations
Mr. Rutherford was responsible for conducting multiple risk assessments for a confidential client. The purpose for conducting the assessments was to project a cost estimate for potential environmental liabilities associated with over 3,700 former drug store facilities in compliance with the Sarbanes-Oxley act. 2070
720 26th Street
Sacramento, CA 95816
[email protected]

C O N T A C T

I N F O R M A T I O N
B.S. Environmental Science
University of Southern CA | Los Angeles, CA
P r i n c i p a l | R e g i o n a l M a n a g e r
B u i l d i n g S c i e n c e s & I n d u s t r i a l H y g i e n e JOHN "RYAN" TERWILLIGER

P R O F E S S I O N A L E X P E R I E N C E
Mr. Terwilliger is responsible for business operations, fiscal management, and field staff management for Hillmann’s Orange, CA office. He also performs asbestos surveys and investigations to identify asbestos and lead materials associated with occupational hazards. He supervises work practices and controls in accordance with job specifications, current EPA, OSHA, and State Regulations for asbestos remediation projects in commercial, industrial and multi-family residential buildings. Mr. Terwilliger also performs IAQ and mold and moisture investigations in commercial, industrial, and residential settings nationwide. Additionally, he conducts awareness training on building science topics such as asbestos, lead and mold and provides litigation support consultation. (559) 905-6744

E D U C A T I O N

C E R T I F I C A T I O N S
Cal-OSHA Certified Asbestos Consultant
CDPH Accredited Lead Inspector/Assessor/
Project Monitor
CA Certified Site Surveillance Technician
OSHA 40HR HAZWOPER
OSHA 8HR HAZPOWER Refresher
8HR Confined Space Entry
Ladder and Scaffolding Safety Training

W I T H H I L L M A N N
S I N C E 2 0 1 6

R E L E V A N T P R O J E C T E X P E R I E N C E
Tishman Speyer Properties | Various Locations
Hillmann has provided the complete building sciences program for Tishman Speyer properties since 1987. Our services include environmental health and safety, industrial hygiene, phase I environmental site assessments, asbestos surveys, air monitoring, bid administration, O&M programs and indoor air quality programs on various commercial, industrial and multi-family residential properties.

Westfield | Various Locations
Since 2000, Hillmann has been providing an building sciences program encompassing phase I environmental site assessments, asbestos and lead surveys, air monitoring, bid administration and O&M programs, industrial hygiene and indoor air quality programs, and hazardous materials assessments on their mall properties throughout the county.

Brookfield Office Properties | Various Locations
Hillmann has been providing hazardous materials surveys, development abatement specifications, and managing the oversight activities during the abatement activities at various Brookfield sites throughout California.

Verizon | Various Locations
Hillmann conducted hazardous materials surveys, development abatement specifications, and project monitoring during abatement at various Verizon locations throughout California. 2071

R E L E V A N T P R O J E C T E X P E R I E N C E C O N T I N U E D California Department of Transportation | Central Valley & Northern California
Hillmann has been performing asbestos and lead-based paint surveys for the California Department of Transportation (DOT). IN doing so, we perform comprehensive asbestos containing materials and lead-based paint surveys of residential and commercial buildings that are slated for demolition and generated a report of findings in order to aid the DOT in facilitating the road improvement programs and building renovations throughout the Central Valley and Northern California areas. Also, during the abatement of asbestos from DOT-owned buildings, we provide contractor oversight and air monitoring services for regulatory compliance.

Public Storage | Los Angeles, CA
Hillman preformed comprehensive asbestos, lead-based paint, and universal waste materials survey of commercial and industrial buildings throughout Southern California. Hazardous materials surveys were conducted prior to renovation. Mr. Terwilliger developed abatement specifications and managed the abatement oversight during the renovation of the buildings.
2072
95 Argonaut Residential Project
Initial Study/Mitigated Negative Declaration
FCS
APPENDIX F:

Hydrology and Water Quality Supporting
Information
2073

THIS PAGE INTENTIONALLY LEFT BLANK
2074
TTM 19340

ALISO VIEJO, CALIFORNIA

PRELIMINARY HYDROLOGY REPORT
PREPARED FOR:

Meritage Homes
5 Peters Canyon Road
Irvine, CA 92606
949-266-3824
Date Prepared: 9/2024
PREPARED BY:

X Engineering & Consulting, Inc.
6 Hutton Centre Drive, Suite 650
Santa Ana, California 92707
949.522.7100
Project Manager: Eric Lissner, PE
Project Number: 117-010
2075
TTM 19340 Preliminary Hydrology Report ALISO VIEJO, CA
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This report was prepared by or under the supervision of the undersigned registered civil engineer who attests to the technical information contained herein. ___________________________________ _____________
Eric Lissner Date
2076
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TABLE OF CONTENTS
I. Introduction .................................................................................................................................... 4 A. Project Site Description ......................................................................................................... 4 B. Purpose and Scope .............................................................................................................. 4 C. PROJECT VICINITY Map ........................................................................................................ 5 II. Existing Topographic and Hydrologic Conditions ...................................................................... 5 A. Existing Topography .............................................................................................................. 5 B. Existing Drainage Pattern ..................................................................................................... 5 C. Existing Storm Drain Facilities ................................................................................................ 6 III. Hydrologic Analysis ........................................................................................................................ 6 A. Storm Frequency ................................................................................................................... 6 B. Methodology ......................................................................................................................... 6 C. Existing Condition .................................................................................................................. 6 D. Proposed Condition .............................................................................................................. 7 IV. Proposed onsite Drainage Facilities ............................................................................................ 8 A. Proposed storm water facilities............................................................................................ 8 B. Mitigated Peak Storm Flows ................................................................................................. 8 C. Proposed offsite stormwater facilities ................................................................................. 9 V. Conclusion ...................................................................................................................................... 9 VI. References ...................................................................................................................................... 9

FIGURES
Figure 1: Existing Condition Rational Method Hydrology Map Figure 2: Proposed Condition Rational Method Hydrology Map

APPENDICES
Appendix A: Exhibits
Appendix B: Hydrologic Calculations
Appendix C: Hydraulic Calculations
Appendix D: Supporting Exhibits
Appendix E: Geotechnical Report
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TTM 19340 Preliminary Hydrology Report ALISO VIEJO, CA
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I. INTRODUCTION
A. PROJECT SITE DESCRIPTION
The project site is located at 95 Argonaut, in the City of Aliso Viejo, California in South Orange County and covers 2.77 acres. The site is described in the County tax assessor maps as APN 623-091-01and is bounded by Glenwood Drive to the north, Argonaut to the west and south, a commercial property 85 Argonaut to the south, and two aboveground water tanks owned by Moulton Niguel Water District to the east. A singular driveway access is located at the south boundary of the site at the Argonaut knuckle. See Vicinity Map in Section I.C.

The existing site is occupied with a single two-story, concrete and glass office building, parking lot, and landscaping. Development of the site occurred in approximately 1986.

The existing building and parking lot will be demolished and redeveloped into a residential development with 61 3-story townhomes comprised of 7- and 8-plex buildings. The present zoning and General Plan land use will be changed to accommodate the new use.

Based on the FEMA flood map revised December 3, 2009, FIRM panel 06059C0426J, the site is in Flood Zone X, areas of minimal flood hazard.

B. PURPOSE AND SCOPE
The purpose of this preliminary study is to analyze the pre- and post-development drainage conditions in order to provide adequate drainage facilities for the proposed development project.

The scope of this study includes:

1. Determination of existing and proposed drainage patterns

2. Peak flow analysis of the downstream discharge points for both existing and proposed drainage conditions

3. Validation of the proposed drainage facility design

4. Performance of hydrograph routing calculations
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C. PROJECT VICINITY MAP
II. EXISTING TOPOGRAPHIC AND HYDROLOGIC CONDITIONS
A. EXISTING TOPOGRAPHY
The existing topography is sloped approximately 1% to 2% from north to south with elevations ranging between 445’ and 441’. Per the soils report dated May 2024 by SA Geotechnical, the site is underlain by an approximately 25 to 75-foot silty clayey artificial fill material overlying bedrock. Artificial fill in the region is from the result of the original mass grading in the 1980s. Groundwater was encountered at a depth of 55-feet below ground surface (bgs). Historic high groundwater in the region indicates high groundwater is greater than 20 feet bgs. However, historic groundwater measurements are indicative of being below original grades prior to mass grading. Soils in this region are categorized as Hydrologic Soils Group (HSG) class D (see Appendix C for soils map).

B. EXISTING DRAINAGE PATTERN
The project site is located within the Aliso Creek Watershed and is subject to hydromodification mitigation requirements, which are discussed separately in the Project’s Water Quality Management Plan.

Site drainage generally is broken into two main watershed subareas in the existing condition shown in Figure 1. Drainage originates from overland flow of sloped landscaping 2079
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and roof runoff that sheet flows east and west into perimeter gutters at the edge of the parking lot. Gutter flow drains into two curb outlets on either side of the driveway aisle located at the present-day driveway access to Argonaut. Stormwater flows into the gutter along Argonaut and to an existing catch basin approximately 250 feet south of the site.

This catch basin collects stormwater into a 39-inch reinforced concrete pipe (RCP) that eventually increases up to a 78-inch R.C.P downstream. The 78-inch R.C.P. drains along a rip rap energy dissipation structure at Aliso Creek, where stormwater is conveyed to the Pacific Ocean at South Laguna Beach.

C. EXISTING STORM DRAIN FACILITIES
Existing storm drain facilities are identified in the OCFCD Base Map of Drainage Facilities in Orange County, Sheet 64 Appendix B2 and shown in Figure 1. Apart from minor landscape drains that outlet to parking lot curb face, there are no known underground storm drain facilities onsite.

III. HYDROLOGIC ANALYSIS
A. STORM FREQUENCY
This report includes hydrology analysis for the existing and proposed project conditions based on a 25-year frequency storm event. This storm frequency is chosen as a more conservative parameter than the required 20-year storm frequency by the City of Aliso Viejo. The hydrologic parameters used for the analysis are in accordance with the 1986 County of Orange Hydrology Manual and its 1996 Addendum.

B. METHODOLOGY
The City of Aliso Viejo is an incorporated city within Orange County. Accordingly, the City of Aliso Viejo accepts methodologies and practices as described in the 1986 Orange County Hydrology Manual and its 1996 Addendum.

The rational method, as described in Section D of the County’s hydrology manual, is used for determining all peak runoff rates and times of concentration for this study. The rational method is implemented using CivilDesign software, 2018 version, developed by Civil Design Corporation and Joseph E. Bonadiman and Associates, Inc, and is accepted by the County of Orange for hydrologic study purposes.

C. EXISTING CONDITION
As described in Section II.B., drainage areas of the existing project site are depicted in Figure 1 in Appendix A.

Peak flow originates as overland flow from a highpoint in subarea A-1 (node 101).

Stormwater flow from subareas A-2 and A-3 are conveyed by perimeter gutters to drainage curb outlets at node 103. Stormwater flow exits the site and is conveyed in a 2080
TTM 19340 Preliminary Hydrology Report ALISO VIEJO, CA
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gutter on Argonaut flowing south into a catch basin approximately 250-feet south of the site.

Table III.1 Existing Onsite Runoff
Area Existing Condition 25-Year Storm
QPEAK (cfs) Area (AC) CivilD file name
Area A 7.7 2.77 117010Ex25v2
Total Project 7.7 2.77
See Appendix B for detailed hydrologic calculations.

D. PROPOSED CONDITION
The proposed drainage patterns are depicted in Figure 2 in Appendix A.

Per the MS4 Permit requirements for redevelopment, this project will also incorporate low impact development (hereafter, LID) elements into the site design as well as implementation of the structural best management practices (hereafter, BMP).

Stormwater for the project will be routed through the BMPs before discharging offsite.

The proposed condition peak flow drainage will mimic the existing condition to the maximum extent possible as described in Section III.C. Runoff originating as overland flow along the site boundary and from the proposed buildings will be conveyed into area drains placed throughout the development.

All project drainage will be routed to two proposed modular wetland systems (MWS) for water quality treatment prior to entering a proposed subsurface detention basin in the southeasterly portion of the project. The detention system is designed for hydromodification management as well as peak flow mitigation. Peak flows from the site will ultimately discharge through a proposed 18-inch pipe connection into an existing 24- inch R.C.P storm drain downstream.

The proposed peak flow drainage for the project is described in Table III.2:

Table III.2 Proposed Project Runoff (Unmitigated)
Subarea Final
Node
Proposed Unmitigated Condition 25-Year Storm
QPEAK (cfs) TArea (AC) CivilD file name
A-1 102 1.5 0.38 117010Prop25v2
A-2 103 1.4 0.39 117010Prop25v2
A-3 103 0.4 0.13 117010Prop25v2
A-4 105 2.1 0.58 117010Prop25v2
A-5 106 1.5 0.50 117010Prop25v2
A-6 106 1.5 0.44 117010Prop25v2
A-7 107 0.2 0.13 117010Prop25v2
A-8 107 0.5 0.15 117010Prop25v2
B-1 0.3 0.07 117010Prop25B
Total Project 9.0 2.70 (2.77)
It is noted that the proposed condition has a reduction of tributary area by 0.07-acres. This region drains offsite in the proposed condition at the northwest corner of the site. Flow 2081
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passes through landscaping and into the gutter at Glenwood Drive and Argonaut and is deemed to be negligible.

Comparing the existing condition peak flows from Table III.1 and the proposed unmitigated condition peak flows in Table III.2, the unmitigated proposed condition peak flows exceed the existing condition peak flows. Because of this condition, the project is proposing a basin to reduce the proposed 25-year storm flow rate from the project.

IV. PROPOSED ONSITE DRAINAGE FACILITIES
A. PROPOSED STORM WATER FACILITIES
As described in Section III.D, this project will implement structural BMPs that meet water quality and hydromodification management objectives as required by the MS4 Permit.

All existing storm drainage structures (i.e. curb and gutter) within the site will be demolished.

Stormwater from the proposed site will be intercepted by roof downspouts, new area drains, gutters, and catch basins and conveyed to the water quality treatment system paired with a downstream detention system. The detention system serves to mitigate hydromodification (HMP), and peak storm flows. Storm water flows through the subsurface detention system were analyzed in two scenarios:

1. HMP scenario:

This will be the scenario for the more frequent storm events (i.e. 10% of the 2-year through 10-year storms). Stormwater is routed through the paired MWS units and enters the subsurface detention vault. Stormwater then flows through a riser, exits through a 2-inch low-flow orifice at the bottom of the riser as well as a 0.65 foot wide by 0.8 foot height notch (Section A detail Figure 2), and to the 24-inch R.C.P. storm drain to the south along Argonaut. Placement and sizing of the orifice is designed to meet hydromodification objectives detailed in the project’s WQMP.

2. Peak storm:

During less frequent and more intense storm events (i.e. the 25 year storm), stormwater will flow over an internal bypass weir in the MWS units, through the detention vault, through the 2 inch orifice at the system invert and over the downstream weir plate. Stormwater then flows underground to the existing 24 inch RCP in Argonaut.

B. MITIGATED PEAK STORM FLOWS
As described in Section III.D, the proposed drainage patterns are depicted in Figure 2 in Appendix A.

The proposed subsurface detention system has been sized accordingly to accommodate hydromodification management and peak flow attenuation. The proposed condition unmitigated peak flows exceed the existing condition peak flows by 1.3 cfs. Results from the existing and proposed condition studies are in Table III.1 and Table III.2 respectively.

As described in the project WQMP, the detention facility was sized for hydromodification and peak flow mitigation by routing the 25 year, 24-hour peak storm hydrograph through 2082
TTM 19340 Preliminary Hydrology Report ALISO VIEJO, CA
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the detention system. Basin routing was accomplished using Flood Hydrograph routing of the peak storm hydrograph with modified puls routing in CivilDesign software, 2018 version, developed by Civil Design Corporation and Joseph E. Bonadiman and Associates, Inc. All routing calculations are provided in Appendix B.

Table IV.1 Proposed Onsite Runoff (Mitigated)
Existing
Condition
Proposed
Unmitigated
Condition
Proposed Mitigated Condition
QPEAK
(cfs)
QPEAK (cfs) QPEAK (cfs) CivilD file name

7.7 9.0 7.13 117010Argonautrte11
C. PROPOSED OFFSITE STORMWATER FACILITIES
As part of the improvements to 95 Argonaut, a new 18 inch RCP storm drain connection will be made on the existing 24 inch RCP storm drain. This connection is approximately 110 feet south of the project along Argonaut. A hydraulic study was performed on the existing 24 inch storm drain serving Argonaut (Appendix C). This was to demonstrate the project flow would not negatively impact the present capacity of the storm drain. The proposed attenuated peak flow of 7.1 cubic feet per second (cfs) was shown to not have an adverse effect on the existing storm drain.

V. CONCLUSION
Based upon the analyses completed in this preliminary study, the proposed condition project has been adequately designed to convey the 25-year storm flow to ensure flood protection for the onsite areas as well as for the surrounding neighbors, and no adverse impacts to the storm drain system.

VI. REFERENCES

1. Orange County Hydrology Manual (1986)

2. Orange County Hydrology Manual Addendum (1996)

3. Orange County Model Water Quality Management Plan

4. Orange County Technical Guidance Document, South Orange County (2017)

5. SA Geotechnical. Geotechnical Subsurface Exploration, Due Diligence Study, and Preliminary Geotechnical Recommendations, Proposed Residential Development Report, 95 Argonaut. May 2024.
2083
Argonaut Preliminary Hydrology Report ALISO VIEJO, CA
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APPENDIX A
2084
LEGEND
FIGURE 1: EXISTING CONDITION HYDROLOGY MAP
TTM 19340

ALISO VIEJO,CA

DRAINAGE SUMMARY

INTERSTATE
5 CA L I F OR N IA
73 PROJECT
SITE

VICINITY MAP

GLENWOOD DRIVE

ARGONAUT

ARGONAUT
2085
LEGEND
FIGURE 2: PROPOSED CONDITION HYDROLOGY MAP
TTM 19340

ALISO VIEJO,CA

DRAINAGE SUMMARY

INTERSTATE
5 CA L I F OR N IA
73 PROJECT
SITE

VICINITY MAP

PROPOSED STORMWATER SYSTEM A
1 ARGONAUT

ARGONAUT

GLENWOOD DRIVE
BLDG 1
BLDG 2
BLDG 3
BLDG 4
BLDG 5BLDG 6
BLDG 7
BLDG 8

ALLEY B

ALLEY A

ALLEY C

ALLEY D

ALLEY E

ALLEY F
16 17
18 19
20 21
22 47
48 49
50 51
52 53
29 28
27 26
25 24
23 30 31
32 33
34 35
36 37
38 45
44 43
42 41
40 39
14 13
12 11
10 9
8 15
46 1
2 3
4 5
6 7
61 60 59 58 57 56 55 54

ACC ACC ACC
ACC
ACC
ACCACC
2086
TTM 19340 Preliminary Hydrology Report ALISO VIEJO, CA
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APPENDIX B
2087
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 08/08/24 File Name:
117010ArgonautEx25v2.roc
------------------------------------------------------------------------ 117-010 95 Argonaut
Aliso Viejo, CA
Existing Condition Hydrology, 25-year storm

------------------------------------------------------------------------ Program License Serial Number 6440
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 25.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ COMMERCIAL subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.1000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.020(In/Hr)
Initial subarea data:

Initial area flow distance = 250.000(Ft.)
Top (of initial area) elevation = 446.000(Ft.)
Bottom (of initial area) elevation = 443.600(Ft.)
Difference in elevation = 2.400(Ft.)
Slope = 0.00960 s(%)= 0.96
TC = k(0.304)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 7.008 min.
2088
Rainfall intensity = 3.985(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.895 Subarea runoff = 1.320(CFS)
Total initial stream area = 0.370(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 102.000 to Point/Station 103.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ______________________________________________________________________ Top of street segment elevation = 443.600(Ft.)
End of street segment elevation = 440.200(Ft.)
Length of street segment = 405.000(Ft.)
Height of curb above gutter flowline = 6.0(In.)
Width of half street (curb to crown) = 12.000(Ft.)
Distance from crown to crossfall grade break = 0.500(Ft.) Slope from gutter to grade break (v/hz) = 0.020
Slope from grade break to crown (v/hz) = 0.020
Street flow is on [2] side(s) of the street
Distance from curb to property line = 10.000(Ft.)
Slope from curb to property line (v/hz) = 0.025
Gutter width = 2.500(Ft.)
Gutter hike from flowline = 2.000(In.)
Manning's N in gutter = 0.0150
Manning's N from gutter to grade break = 0.0150
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 2.549(CFS) Depth of flow = 0.265(Ft.), Average velocity = 1.830(Ft/s) Streetflow hydraulics at midpoint of street travel:

Halfstreet flow width = 7.420(Ft.)
Flow velocity = 1.83(Ft/s)
Travel time = 3.69 min. TC = 10.70 min.

Adding area flow to street
COMMERCIAL subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.1000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.020(In/Hr)
Rainfall intensity = 3.137(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.894
Subarea runoff = 2.326(CFS) for 0.930(Ac.)
Total runoff = 3.646(CFS) Total area = 1.30(Ac.)
Area averaged Fm value = 0.020(In/Hr)
Street flow at end of street = 3.646(CFS)
Half street flow at end of street = 1.823(CFS)
Depth of flow = 0.293(Ft.), Average velocity = 1.973(Ft/s) 2089
Flow width (from curb towards crown)= 8.823(Ft.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 103.000 to Point/Station 103.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ COMMERCIAL subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.1000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.020(In/Hr)
Time of concentration = 10.70 min.

Rainfall intensity = 3.137(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.894
Subarea runoff = 4.123(CFS) for 1.470(Ac.)
Total runoff = 7.770(CFS) Total area = 2.77(Ac.)
Area averaged Fm value = 0.020(In/Hr)
End of computations, total study area = 2.77 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.

Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.

Area averaged pervious area fraction(Ap) = 0.100
Area averaged SCS curve number (AMC 2) = 75.0
2090
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 09/03/24 File Name:
117010ArgonautProp25v2.roc
------------------------------------------------------------------------ 117-010 Argonaut
Proposed Condition Hydrology
25-year storm event
2024-09-03 RRR
------------------------------------------------------------------------ Program License Serial Number 6440
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 25.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ RESIDENTIAL(11+ dwl/acre)
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.2000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.040(In/Hr)
Initial subarea data:

Initial area flow distance = 150.000(Ft.)
Top (of initial area) elevation = 444.690(Ft.)
Bottom (of initial area) elevation = 443.210(Ft.)
Difference in elevation = 1.480(Ft.)
Slope = 0.00987 s(%)= 0.99
TC = k(0.324)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 6.055 min.

Rainfall intensity = 4.328(In/Hr) for a 25.0 year storm 2091
Effective runoff coefficient used for area (Q=KCIA) is C = 0.892 Subarea runoff = 1.467(CFS)
Total initial stream area = 0.380(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 102.000 to Point/Station 103.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 437.650(Ft.)
Downstream point/station elevation = 436.980(Ft.)
Pipe length = 135.00(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow = 1.467(CFS)
Nearest computed pipe diameter = 12.00(In.)
Calculated individual pipe flow = 1.467(CFS)
Normal flow depth in pipe = 6.59(In.)
Flow top width inside pipe = 11.94(In.)
Critical Depth = 6.16(In.)
Pipe flow velocity = 3.32(Ft/s)
Travel time through pipe = 0.68 min.

Time of concentration (TC) = 6.73 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 103.000 to Point/Station 103.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ COMMERCIAL subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.1000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.020(In/Hr)
Time of concentration = 6.73 min.

Rainfall intensity = 4.076(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.892
Subarea runoff = 0.388(CFS) for 0.130(Ac.)
Total runoff = 1.855(CFS) Total area = 0.51(Ac.)
Area averaged Fm value = 0.035(In/Hr)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 103.000 to Point/Station 103.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ RESIDENTIAL(11+ dwl/acre)
Decimal fraction soil group A = 0.000
2092
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.2000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.040(In/Hr)
Time of concentration = 6.73 min.

Rainfall intensity = 4.076(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.892
Subarea runoff = 1.417(CFS) for 0.390(Ac.)
Total runoff = 3.271(CFS) Total area = 0.90(Ac.)
Area averaged Fm value = 0.037(In/Hr)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 103.000 to Point/Station 106.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 436.980(Ft.)
Downstream point/station elevation = 436.810(Ft.)
Pipe length = 35.00(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow = 3.271(CFS)
Nearest computed pipe diameter = 15.00(In.)
Calculated individual pipe flow = 3.271(CFS)
Normal flow depth in pipe = 9.48(In.)
Flow top width inside pipe = 14.47(In.)
Critical Depth = 8.75(In.)
Pipe flow velocity = 4.00(Ft/s)
Travel time through pipe = 0.15 min.

Time of concentration (TC) = 6.88 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 106.000 **** CONFLUENCE OF MAIN STREAMS ****
______________________________________________________________________ The following data inside Main Stream is listed:

In Main Stream number: 1
Stream flow area = 0.900(Ac.)
Runoff from this stream = 3.271(CFS)
Time of concentration = 6.88 min.

Rainfall intensity = 4.027(In/Hr)
Area averaged loss rate (Fm) = 0.0371(In/Hr)
Area averaged Pervious ratio (Ap) = 0.1856
Program is now starting with Main Stream No. 2
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 104.000 to Point/Station 105.000 2093
**** INITIAL AREA EVALUATION ****
______________________________________________________________________ RESIDENTIAL(11+ dwl/acre)
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.2000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.040(In/Hr)
Initial subarea data:

Initial area flow distance = 205.000(Ft.)
Top (of initial area) elevation = 444.230(Ft.)
Bottom (of initial area) elevation = 441.650(Ft.)
Difference in elevation = 2.580(Ft.)
Slope = 0.01259 s(%)= 1.26
TC = k(0.324)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 6.535 min.

Rainfall intensity = 4.145(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.891 Subarea runoff = 2.143(CFS)
Total initial stream area = 0.580(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 105.000 to Point/Station 106.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 437.610(Ft.)
Downstream point/station elevation = 436.810(Ft.)
Pipe length = 230.00(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow = 2.143(CFS)
Nearest computed pipe diameter = 15.00(In.)
Calculated individual pipe flow = 2.143(CFS)
Normal flow depth in pipe = 8.05(In.)
Flow top width inside pipe = 14.96(In.)
Critical Depth = 7.01(In.)
Pipe flow velocity = 3.20(Ft/s)
Travel time through pipe = 1.20 min.

Time of concentration (TC) = 7.74 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 106.000 to Point/Station 106.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ RESIDENTIAL(11+ dwl/acre)
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
2094
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.2000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.040(In/Hr)
Time of concentration = 7.74 min.

Rainfall intensity = 3.768(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.890
Subarea runoff = 1.481(CFS) for 0.500(Ac.)
Total runoff = 3.624(CFS) Total area = 1.08(Ac.)
Area averaged Fm value = 0.040(In/Hr)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 104.000 to Point/Station 106.000 **** CONFLUENCE OF MAIN STREAMS ****
______________________________________________________________________ The following data inside Main Stream is listed:

In Main Stream number: 2
Stream flow area = 1.080(Ac.)
Runoff from this stream = 3.624(CFS)
Time of concentration = 7.74 min.

Rainfall intensity = 3.768(In/Hr)
Area averaged loss rate (Fm) = 0.0400(In/Hr)
Area averaged Pervious ratio (Ap) = 0.2000
Summary of stream data:

Stream Area Flow rate TC Fm Rainfall Intensity
No. (Ac.) (CFS) (min) (In/Hr) (In/Hr)
1 0.90 3.271 6.88 0.037 4.027
2 1.08 3.624 7.74 0.040 3.768
Qmax(1) =

1.000 * 1.000 * 3.271) +

1.069 * 0.889 * 3.624) + = 6.718
Qmax(2) =

0.935 * 1.000 * 3.271) +

1.000 * 1.000 * 3.624) + = 6.683
Total of 2 main streams to confluence:

Flow rates before confluence point:

4.271 4.624
Maximum flow rates at confluence using above data:

6.718 6.683
Area of streams before confluence:

0.900 1.080
Effective area values after confluence:

1.860 1.980
2095
Results of confluence:

Total flow rate = 6.718(CFS)
Time of concentration = 6.879 min.

Effective stream area after confluence = 1.860(Ac.)
Study area average Pervious fraction(Ap) = 0.193
Study area average soil loss rate(Fm) = 0.039(In/Hr)
Study area total = 1.98(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 106.000 to Point/Station 106.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ RESIDENTIAL(11+ dwl/acre)
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.2000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.040(In/Hr)
Time of concentration = 6.88 min.

Rainfall intensity = 4.027(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.891
Subarea runoff = 1.539(CFS) for 0.440(Ac.)
Total runoff = 8.257(CFS) Total area = 2.30(Ac.)
Area averaged Fm value = 0.039(In/Hr)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 106.000 to Point/Station 107.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 436.810(Ft.)
Downstream point/station elevation = 436.330(Ft.)
Pipe length = 95.00(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow = 8.257(CFS)
Nearest computed pipe diameter = 21.00(In.)
Calculated individual pipe flow = 8.257(CFS)
Normal flow depth in pipe = 13.36(In.)
Flow top width inside pipe = 20.21(In.)
Critical Depth = 12.80(In.)
Pipe flow velocity = 5.12(Ft/s)
Travel time through pipe = 0.31 min.

Time of concentration (TC) = 7.19 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 2096
Process from Point/Station 107.000 to Point/Station 107.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ RESIDENTIAL(11+ dwl/acre)
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.2000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.040(In/Hr)
Time of concentration = 7.19 min.

Rainfall intensity = 3.928(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.891
Subarea runoff = 0.250(CFS) for 0.130(Ac.)
Total runoff = 8.506(CFS) Total area = 2.43(Ac.)
Area averaged Fm value = 0.039(In/Hr)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 107.000 to Point/Station 107.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ RESIDENTIAL(11+ dwl/acre)
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 1.000
SCS curve number for soil(AMC 2) = 75.00
Pervious ratio(Ap) = 0.2000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.040(In/Hr)
Time of concentration = 7.19 min.

Rainfall intensity = 3.928(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.891
Subarea runoff = 0.525(CFS) for 0.150(Ac.)
Total runoff = 9.031(CFS) Total area = 2.58(Ac.)
Area averaged Fm value = 0.039(In/Hr)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 107.000 to Point/Station 108.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 436.330(Ft.)
Downstream point/station elevation = 433.600(Ft.)
Pipe length = 95.00(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow = 9.031(CFS)
Nearest computed pipe diameter = 15.00(In.)
2097
Calculated individual pipe flow = 9.031(CFS)
Normal flow depth in pipe = 10.38(In.)
Flow top width inside pipe = 13.85(In.)
Critical Depth = 13.88(In.)
Pipe flow velocity = 9.97(Ft/s)
Travel time through pipe = 0.16 min.

Time of concentration (TC) = 7.35 min.

End of computations, total study area = 2.70 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.

Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.

Area averaged pervious area fraction(Ap) = 0.195
Area averaged SCS curve number (AMC 2) = 75.0
2098
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 09/03/24 File Name:
117010ArgonautProp25B.roc
------------------------------------------------------------------------ 117-010 Argonaut
Proposed Condition, 25-year storm
Subarea B, offsite drainage
2024-09-03 RRR
------------------------------------------------------------------------ Program License Serial Number 6440
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 25.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ SCS curve number for soil(AMC 2) = 84.00
Pervious ratio(Ap) = 1.0000 Max loss rate(Fp)= 0.200(In/Hr) Max Catchment Loss (Fm) = 0.200(In/Hr)
Initial subarea data:

Initial area flow distance = 15.000(Ft.)
Top (of initial area) elevation = 452.640(Ft.)
Bottom (of initial area) elevation = 451.920(Ft.)
Difference in elevation = 0.720(Ft.)
Slope = 0.04800 s(%)= 4.80
TC = k(0.706)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 3.828 min.

Rainfall intensity = 5.611(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.868 Subarea runoff = 0.341(CFS)
Total initial stream area = 0.070(Ac.)
End of computations, total study area = 0.07 (Ac.)
The following figures may
2099
be used for a unit hydrograph study of the same area.

Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.

Area averaged pervious area fraction(Ap) = 1.000
Area averaged SCS curve number (AMC 2) = 84.0
2100
TTM 19340 Preliminary Hydrology Report ALISO VIEJO, CA
September 2024
X Engineering & Consulting, Inc. 3

APPENDIX C
2101
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989-2018, Version 9.0 Study date 08/09/24 File Name
117010ArgonautUHv2.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++
------------------------------------------------------------ ------------
Orange County Unit Hydrograph Hydrology Method
Manual Date(s) - October 1986, November 1996
Program License Serial Number 6440
------------------------------------------------------------ ---------
117-010 95 Argonaut
Proposed Condition, 25-year storm
24-hour hydrograph
------------------------------------------------------------ --------
Storm Event Year = 25
Antecedent Moisture Condition = 2
English (in-lb) Input Units Used
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++
******** Area-averaged max loss rate, Fm ********
SCS curve Area Area Soil Fp Ap Fm
No.(AMCII) (Ac.) Fraction Group (In/Hr) (dec.)
(In/Hr)

75.0 2.7 1.00 D 0.200 0.240

0.048
Area-averaged adjusted loss rate Fm (In/Hr) = 0.048
********* Area-Averaged low loss rate fraction, Yb
**********
Area Area SCS CN SCS CN S
1 2102
Pervious
(Ac.) Fract (AMC2) (AMC2) Yield
Fr

0.65 0.240 75.0 75.0 3.33

0.455

2.05 0.760 98.0 98.0 0.20

0.947
Area-averaged catchment yield fraction, Y = 0.829
Area-averaged low loss fraction, Yb = 0.171
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++
User entry of time of concentration = 0.130 (hours)
Watershed area = 2.70(Ac.)
Catchment Lag time = 0.104 hours
Unit interval = 5.000 minutes
Unit interval percentage of lag time = 80.1282
Hydrograph baseflow = 0.00(CFS)
Average maximum watershed loss rate(Fm) = 0.048(In/Hr)
Average low loss rate fraction (Yb) = 0.171 (decimal)
VALLEY DEVELOPED S-Graph Selected
Computed peak 5-minute rainfall = 0.400(In)
Computed peak 30-minute rainfall = 0.870(In)
Specified peak 1-hour rainfall = 1.150(In)
Computed peak 3-hour rainfall = 1.940(In)
Specified peak 6-hour rainfall = 2.710(In)
Specified peak 24-hour rainfall = 4.490(In)
Rainfall depth area reduction factors:

Using a total area of 2.70(Ac.) (Ref: fig. E-4)
5-minute factor = 1.000 Adjusted rainfall = 0.400(In)
30-minute factor = 1.000 Adjusted rainfall = 0.870(In)
1-hour factor = 1.000 Adjusted rainfall = 1.150(In)
3-hour factor = 1.000 Adjusted rainfall = 1.940(In)
6-hour factor = 1.000 Adjusted rainfall = 2.710(In)
24-hour factor = 1.000 Adjusted rainfall = 4.490(In)
------------------------------------------------------------ ---------
U n i t H y d r o g r a p h
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++
Interval 'S' Graph Unit Hydrograph
Number Mean values ((CFS))
------------------------------------------------------------ ---------
(K = 32.65 (CFS))
1 11.341 3.703
2 63.902 17.163
2 2103
3 94.008 9.830
4 98.848 1.581
5 100.000 0.376
------------------------------------------------------------ ---------
Peak Unit Adjusted mass rainfall Unit rainfall
Number (In) (In)
1 0.3999 0.3999
2 0.5402 0.1402
3 0.6440 0.1038
4 0.7296 0.0856
5 0.8038 0.0741
6 0.8699 0.0661
7 0.9256 0.0557
8 0.9767 0.0511
9 1.0241 0.0474
10 1.0685 0.0444
11 1.1103 0.0418
12 1.1499 0.0396
13 1.1945 0.0447
14 1.2374 0.0429
15 1.2787 0.0413
16 1.3186 0.0399
17 1.3572 0.0386
18 1.3947 0.0374
19 1.4311 0.0364
20 1.4664 0.0354
21 1.5009 0.0345
22 1.5345 0.0336
23 1.5673 0.0328
24 1.5994 0.0321
25 1.6308 0.0314
26 1.6615 0.0307
27 1.6917 0.0301
28 1.7212 0.0295
29 1.7502 0.0290
30 1.7787 0.0285
31 1.8067 0.0280
32 1.8342 0.0275
33 1.8612 0.0271
34 1.8879 0.0266
35 1.9141 0.0262
36 1.9400 0.0258
37 1.9658 0.0258
38 1.9912 0.0254
39 2.0163 0.0251
40 2.0411 0.0248
41 2.0655 0.0245
42 2.0897 0.0241
43 2.1135 0.0238
44 2.1371 0.0236
45 2.1604 0.0233
3 2104
46 2.1834 0.0230
47 2.2062 0.0228
48 2.2287 0.0225
49 2.2509 0.0223
50 2.2730 0.0220
51 2.2948 0.0218
52 2.3164 0.0216
53 2.3378 0.0214
54 2.3589 0.0212
55 2.3799 0.0210
56 2.4007 0.0208
57 2.4212 0.0206
58 2.4416 0.0204
59 2.4618 0.0202
60 2.4819 0.0200
61 2.5017 0.0199
62 2.5214 0.0197
63 2.5410 0.0195
64 2.5603 0.0194
65 2.5796 0.0192
66 2.5986 0.0191
67 2.6175 0.0189
68 2.6363 0.0188
69 2.6549 0.0186
70 2.6734 0.0185
71 2.6918 0.0184
72 2.7100 0.0182
73 2.7236 0.0136
74 2.7372 0.0135
75 2.7506 0.0134
76 2.7639 0.0133
77 2.7771 0.0132
78 2.7901 0.0131
79 2.8031 0.0130
80 2.8160 0.0129
81 2.8288 0.0128
82 2.8414 0.0127
83 2.8540 0.0126
84 2.8665 0.0125
85 2.8789 0.0124
86 2.8911 0.0123
87 2.9033 0.0122
88 2.9155 0.0121
89 2.9275 0.0120
90 2.9394 0.0119
91 2.9513 0.0119
92 2.9630 0.0118
93 2.9747 0.0117
94 2.9863 0.0116
95 2.9979 0.0115
96 3.0093 0.0115
97 3.0207 0.0114
4 2105
98 3.0320 0.0113
99 3.0432 0.0112
100 3.0544 0.0112
101 3.0655 0.0111
102 3.0765 0.0110
103 3.0875 0.0110
104 3.0984 0.0109
105 3.1092 0.0108
106 3.1199 0.0108
107 3.1306 0.0107
108 3.1412 0.0106
109 3.1518 0.0106
110 3.1623 0.0105
111 3.1727 0.0104
112 3.1831 0.0104
113 3.1934 0.0103
114 3.2037 0.0103
115 3.2139 0.0102
116 3.2241 0.0102
117 3.2342 0.0101
118 3.2442 0.0100
119 3.2542 0.0100
120 3.2641 0.0099
121 3.2740 0.0099
122 3.2838 0.0098
123 3.2936 0.0098
124 3.3033 0.0097
125 3.3130 0.0097
126 3.3226 0.0096
127 3.3322 0.0096
128 3.3418 0.0095
129 3.3512 0.0095
130 3.3607 0.0094
131 3.3701 0.0094
132 3.3794 0.0093
133 3.3887 0.0093
134 3.3980 0.0093
135 3.4072 0.0092
136 3.4164 0.0092
137 3.4255 0.0091
138 3.4346 0.0091
139 3.4436 0.0090
140 3.4526 0.0090
141 3.4616 0.0090
142 3.4705 0.0089
143 3.4794 0.0089
144 3.4882 0.0088
145 3.4970 0.0088
146 3.5058 0.0088
147 3.5145 0.0087
148 3.5232 0.0087
149 3.5319 0.0087
5 2106
150 3.5405 0.0086
151 3.5491 0.0086
152 3.5576 0.0085
153 3.5661 0.0085
154 3.5746 0.0085
155 3.5830 0.0084
156 3.5914 0.0084
157 3.5998 0.0084
158 3.6081 0.0083
159 3.6164 0.0083
160 3.6247 0.0083
161 3.6329 0.0082
162 3.6411 0.0082
163 3.6493 0.0082
164 3.6574 0.0081
165 3.6655 0.0081
166 3.6736 0.0081
167 3.6817 0.0080
168 3.6897 0.0080
169 3.6977 0.0080
170 3.7056 0.0080
171 3.7135 0.0079
172 3.7214 0.0079
173 3.7293 0.0079
174 3.7371 0.0078
175 3.7449 0.0078
176 3.7527 0.0078
177 3.7605 0.0078
178 3.7682 0.0077
179 3.7759 0.0077
180 3.7836 0.0077
181 3.7912 0.0076
182 3.7988 0.0076
183 3.8064 0.0076
184 3.8140 0.0076
185 3.8215 0.0075
186 3.8290 0.0075
187 3.8365 0.0075
188 3.8440 0.0075
189 3.8514 0.0074
190 3.8588 0.0074
191 3.8662 0.0074
192 3.8736 0.0074
193 3.8809 0.0073
194 3.8882 0.0073
195 3.8955 0.0073
196 3.9028 0.0073
197 3.9100 0.0072
198 3.9172 0.0072
199 3.9244 0.0072
200 3.9316 0.0072
201 3.9387 0.0071
6 2107
202 3.9459 0.0071
203 3.9530 0.0071
204 3.9600 0.0071
205 3.9671 0.0071
206 3.9741 0.0070
207 3.9811 0.0070
208 3.9881 0.0070
209 3.9951 0.0070
210 4.0021 0.0070
211 4.0090 0.0069
212 4.0159 0.0069
213 4.0228 0.0069
214 4.0297 0.0069
215 4.0365 0.0068
216 4.0433 0.0068
217 4.0501 0.0068
218 4.0569 0.0068
219 4.0637 0.0068
220 4.0705 0.0067
221 4.0772 0.0067
222 4.0839 0.0067
223 4.0906 0.0067
224 4.0973 0.0067
225 4.1039 0.0067
226 4.1105 0.0066
227 4.1172 0.0066
228 4.1238 0.0066
229 4.1303 0.0066
230 4.1369 0.0066
231 4.1434 0.0065
232 4.1500 0.0065
233 4.1565 0.0065
234 4.1630 0.0065
235 4.1694 0.0065
236 4.1759 0.0065
237 4.1823 0.0064
238 4.1887 0.0064
239 4.1951 0.0064
240 4.2015 0.0064
241 4.2079 0.0064
242 4.2142 0.0064
243 4.2206 0.0063
244 4.2269 0.0063
245 4.2332 0.0063
246 4.2395 0.0063
247 4.2457 0.0063
248 4.2520 0.0063
249 4.2582 0.0062
250 4.2644 0.0062
251 4.2707 0.0062
252 4.2768 0.0062
253 4.2830 0.0062
7 2108
254 4.2892 0.0062
255 4.2953 0.0061
256 4.3014 0.0061
257 4.3076 0.0061
258 4.3137 0.0061
259 4.3197 0.0061
260 4.3258 0.0061
261 4.3319 0.0061
262 4.3379 0.0060
263 4.3439 0.0060
264 4.3499 0.0060
265 4.3559 0.0060
266 4.3619 0.0060
267 4.3679 0.0060
268 4.3738 0.0060
269 4.3798 0.0059
270 4.3857 0.0059
271 4.3916 0.0059
272 4.3975 0.0059
273 4.4034 0.0059
274 4.4092 0.0059
275 4.4151 0.0059
276 4.4209 0.0058
277 4.4268 0.0058
278 4.4326 0.0058
279 4.4384 0.0058
280 4.4442 0.0058
281 4.4499 0.0058
282 4.4557 0.0058
283 4.4614 0.0057
284 4.4672 0.0057
285 4.4729 0.0057
286 4.4786 0.0057
287 4.4843 0.0057
288 4.4900 0.0057
------------------------------------------------------------ ---------
Unit Unit Unit
Effective
Period Rainfall Soil-Loss Rainfall
(number) (In) (In) (In)
------------------------------------------------------------ ---------
1 0.0057 0.0010 0.0047
2 0.0057 0.0010 0.0047
3 0.0057 0.0010 0.0047
4 0.0057 0.0010 0.0048
5 0.0058 0.0010 0.0048
6 0.0058 0.0010 0.0048
7 0.0058 0.0010 0.0048
8 0.0058 0.0010 0.0048
9 0.0058 0.0010 0.0048
8 2109
10 0.0059 0.0010 0.0049
11 0.0059 0.0010 0.0049
12 0.0059 0.0010 0.0049
13 0.0059 0.0010 0.0049
14 0.0059 0.0010 0.0049
15 0.0060 0.0010 0.0049
16 0.0060 0.0010 0.0050
17 0.0060 0.0010 0.0050
18 0.0060 0.0010 0.0050
19 0.0061 0.0010 0.0050
20 0.0061 0.0010 0.0050
21 0.0061 0.0010 0.0051
22 0.0061 0.0010 0.0051
23 0.0061 0.0010 0.0051
24 0.0062 0.0011 0.0051
25 0.0062 0.0011 0.0051
26 0.0062 0.0011 0.0051
27 0.0062 0.0011 0.0052
28 0.0063 0.0011 0.0052
29 0.0063 0.0011 0.0052
30 0.0063 0.0011 0.0052
31 0.0063 0.0011 0.0053
32 0.0064 0.0011 0.0053
33 0.0064 0.0011 0.0053
34 0.0064 0.0011 0.0053
35 0.0064 0.0011 0.0053
36 0.0065 0.0011 0.0054
37 0.0065 0.0011 0.0054
38 0.0065 0.0011 0.0054
39 0.0065 0.0011 0.0054
40 0.0066 0.0011 0.0054
41 0.0066 0.0011 0.0055
42 0.0066 0.0011 0.0055
43 0.0067 0.0011 0.0055
44 0.0067 0.0011 0.0055
45 0.0067 0.0011 0.0056
46 0.0067 0.0011 0.0056
47 0.0068 0.0012 0.0056
48 0.0068 0.0012 0.0056
49 0.0068 0.0012 0.0057
50 0.0068 0.0012 0.0057
51 0.0069 0.0012 0.0057
52 0.0069 0.0012 0.0057
53 0.0070 0.0012 0.0058
54 0.0070 0.0012 0.0058
55 0.0070 0.0012 0.0058
56 0.0070 0.0012 0.0058
57 0.0071 0.0012 0.0059
58 0.0071 0.0012 0.0059
59 0.0071 0.0012 0.0059
60 0.0072 0.0012 0.0059
61 0.0072 0.0012 0.0060
9 2110
62 0.0072 0.0012 0.0060
63 0.0073 0.0012 0.0060
64 0.0073 0.0012 0.0061
65 0.0074 0.0013 0.0061
66 0.0074 0.0013 0.0061
67 0.0074 0.0013 0.0062
68 0.0075 0.0013 0.0062
69 0.0075 0.0013 0.0062
70 0.0075 0.0013 0.0062
71 0.0076 0.0013 0.0063
72 0.0076 0.0013 0.0063
73 0.0077 0.0013 0.0064
74 0.0077 0.0013 0.0064
75 0.0078 0.0013 0.0064
76 0.0078 0.0013 0.0065
77 0.0078 0.0013 0.0065
78 0.0079 0.0013 0.0065
79 0.0079 0.0014 0.0066
80 0.0080 0.0014 0.0066
81 0.0080 0.0014 0.0066
82 0.0080 0.0014 0.0067
83 0.0081 0.0014 0.0067
84 0.0081 0.0014 0.0067
85 0.0082 0.0014 0.0068
86 0.0082 0.0014 0.0068
87 0.0083 0.0014 0.0069
88 0.0083 0.0014 0.0069
89 0.0084 0.0014 0.0070
90 0.0084 0.0014 0.0070
91 0.0085 0.0015 0.0071
92 0.0085 0.0015 0.0071
93 0.0086 0.0015 0.0071
94 0.0087 0.0015 0.0072
95 0.0087 0.0015 0.0072
96 0.0088 0.0015 0.0073
97 0.0088 0.0015 0.0073
98 0.0089 0.0015 0.0074
99 0.0090 0.0015 0.0074
100 0.0090 0.0015 0.0075
101 0.0091 0.0016 0.0075
102 0.0091 0.0016 0.0076
103 0.0092 0.0016 0.0076
104 0.0093 0.0016 0.0077
105 0.0093 0.0016 0.0078
106 0.0094 0.0016 0.0078
107 0.0095 0.0016 0.0079
108 0.0095 0.0016 0.0079
109 0.0096 0.0016 0.0080
110 0.0097 0.0017 0.0080
111 0.0098 0.0017 0.0081
112 0.0098 0.0017 0.0082
113 0.0099 0.0017 0.0082
10 2111
114 0.0100 0.0017 0.0083
115 0.0101 0.0017 0.0084
116 0.0102 0.0017 0.0084
117 0.0103 0.0018 0.0085
118 0.0103 0.0018 0.0086
119 0.0104 0.0018 0.0087
120 0.0105 0.0018 0.0087
121 0.0106 0.0018 0.0088
122 0.0107 0.0018 0.0089
123 0.0108 0.0018 0.0090
124 0.0109 0.0019 0.0090
125 0.0110 0.0019 0.0091
126 0.0111 0.0019 0.0092
127 0.0112 0.0019 0.0093
128 0.0113 0.0019 0.0094
129 0.0115 0.0020 0.0095
130 0.0115 0.0020 0.0096
131 0.0117 0.0020 0.0097
132 0.0118 0.0020 0.0098
133 0.0119 0.0020 0.0099
134 0.0120 0.0021 0.0100
135 0.0122 0.0021 0.0101
136 0.0123 0.0021 0.0102
137 0.0125 0.0021 0.0103
138 0.0126 0.0021 0.0104
139 0.0128 0.0022 0.0106
140 0.0129 0.0022 0.0107
141 0.0131 0.0022 0.0108
142 0.0132 0.0023 0.0109
143 0.0134 0.0023 0.0111
144 0.0135 0.0023 0.0112
145 0.0182 0.0031 0.0151
146 0.0184 0.0031 0.0152
147 0.0186 0.0032 0.0154
148 0.0188 0.0032 0.0156
149 0.0191 0.0033 0.0158
150 0.0192 0.0033 0.0159
151 0.0195 0.0033 0.0162
152 0.0197 0.0034 0.0163
153 0.0200 0.0034 0.0166
154 0.0202 0.0035 0.0168
155 0.0206 0.0035 0.0171
156 0.0208 0.0035 0.0172
157 0.0212 0.0036 0.0176
158 0.0214 0.0037 0.0177
159 0.0218 0.0037 0.0181
160 0.0220 0.0038 0.0183
161 0.0225 0.0038 0.0187
162 0.0228 0.0039 0.0189
163 0.0233 0.0040 0.0193
164 0.0236 0.0040 0.0196
165 0.0241 0.0040 0.0201
11 2112
166 0.0245 0.0040 0.0205
167 0.0251 0.0040 0.0211
168 0.0254 0.0040 0.0214
169 0.0258 0.0040 0.0218
170 0.0262 0.0040 0.0222
171 0.0271 0.0040 0.0231
172 0.0275 0.0040 0.0235
173 0.0285 0.0040 0.0245
174 0.0290 0.0040 0.0250
175 0.0301 0.0040 0.0261
176 0.0307 0.0040 0.0267
177 0.0321 0.0040 0.0281
178 0.0328 0.0040 0.0288
179 0.0345 0.0040 0.0305
180 0.0354 0.0040 0.0314
181 0.0374 0.0040 0.0334
182 0.0386 0.0040 0.0346
183 0.0413 0.0040 0.0373
184 0.0429 0.0040 0.0389
185 0.0396 0.0040 0.0356
186 0.0418 0.0040 0.0378
187 0.0474 0.0040 0.0434
188 0.0511 0.0040 0.0471
189 0.0661 0.0040 0.0621
190 0.0741 0.0040 0.0701
191 0.1038 0.0040 0.0998
192 0.1402 0.0040 0.1362
193 0.3999 0.0040 0.3959
194 0.0856 0.0040 0.0816
195 0.0557 0.0040 0.0517
196 0.0444 0.0040 0.0404
197 0.0447 0.0040 0.0407
198 0.0399 0.0040 0.0359
199 0.0364 0.0040 0.0324
200 0.0336 0.0040 0.0296
201 0.0314 0.0040 0.0274
202 0.0295 0.0040 0.0255
203 0.0280 0.0040 0.0240
204 0.0266 0.0040 0.0226
205 0.0258 0.0040 0.0218
206 0.0248 0.0040 0.0208
207 0.0238 0.0040 0.0198
208 0.0230 0.0039 0.0191
209 0.0223 0.0038 0.0185
210 0.0216 0.0037 0.0179
211 0.0210 0.0036 0.0174
212 0.0204 0.0035 0.0169
213 0.0199 0.0034 0.0165
214 0.0194 0.0033 0.0161
215 0.0189 0.0032 0.0157
216 0.0185 0.0032 0.0153
217 0.0136 0.0023 0.0113
12 2113
218 0.0133 0.0023 0.0110
219 0.0130 0.0022 0.0108
220 0.0127 0.0022 0.0105
221 0.0124 0.0021 0.0103
222 0.0121 0.0021 0.0100
223 0.0119 0.0020 0.0098
224 0.0116 0.0020 0.0096
225 0.0114 0.0019 0.0094
226 0.0112 0.0019 0.0093
227 0.0110 0.0019 0.0091
228 0.0108 0.0018 0.0089
229 0.0106 0.0018 0.0088
230 0.0104 0.0018 0.0086
231 0.0102 0.0017 0.0085
232 0.0100 0.0017 0.0083
233 0.0099 0.0017 0.0082
234 0.0097 0.0017 0.0081
235 0.0096 0.0016 0.0079
236 0.0094 0.0016 0.0078
237 0.0093 0.0016 0.0077
238 0.0092 0.0016 0.0076
239 0.0090 0.0015 0.0075
240 0.0089 0.0015 0.0074
241 0.0088 0.0015 0.0073
242 0.0087 0.0015 0.0072
243 0.0086 0.0015 0.0071
244 0.0085 0.0014 0.0070
245 0.0084 0.0014 0.0069
246 0.0083 0.0014 0.0069
247 0.0082 0.0014 0.0068
248 0.0081 0.0014 0.0067
249 0.0080 0.0014 0.0066
250 0.0079 0.0013 0.0065
251 0.0078 0.0013 0.0065
252 0.0077 0.0013 0.0064
253 0.0076 0.0013 0.0063
254 0.0076 0.0013 0.0063
255 0.0075 0.0013 0.0062
256 0.0074 0.0013 0.0061
257 0.0073 0.0013 0.0061
258 0.0073 0.0012 0.0060
259 0.0072 0.0012 0.0060
260 0.0071 0.0012 0.0059
261 0.0071 0.0012 0.0059
262 0.0070 0.0012 0.0058
263 0.0069 0.0012 0.0057
264 0.0069 0.0012 0.0057
265 0.0068 0.0012 0.0056
266 0.0067 0.0012 0.0056
267 0.0067 0.0011 0.0055
268 0.0066 0.0011 0.0055
269 0.0066 0.0011 0.0055
13 2114
270 0.0065 0.0011 0.0054
271 0.0065 0.0011 0.0054
272 0.0064 0.0011 0.0053
273 0.0064 0.0011 0.0053
274 0.0063 0.0011 0.0052
275 0.0063 0.0011 0.0052
276 0.0062 0.0011 0.0052
277 0.0062 0.0011 0.0051
278 0.0061 0.0010 0.0051
279 0.0061 0.0010 0.0050
280 0.0060 0.0010 0.0050
281 0.0060 0.0010 0.0050
282 0.0060 0.0010 0.0049
283 0.0059 0.0010 0.0049
284 0.0059 0.0010 0.0049
285 0.0058 0.0010 0.0048
286 0.0058 0.0010 0.0048
287 0.0057 0.0010 0.0048
288 0.0057 0.0010 0.0047
------------------------------------------------------------ --------
------------------------------------------------------------ --------
Total soil rain loss = 0.58(In)
Total effective rainfall = 3.91(In)
Peak flow rate in flood hydrograph = 8.62(CFS)
------------------------------------------------------------ ---------
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++
24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
------------------------------------------------------------ --------
Hydrograph in 5 Minute intervals ((CFS))
------------------------------------------------------------ --------
Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0

7.5 10.0
--------------------------------------------------------------- --------
0+ 5 0.0001 0.02 Q | | |
|
0+10 0.0008 0.10 Q | | |
|
0+15 0.0018 0.14 Q | | |
|
0+20 0.0028 0.15 Q | | |
|
0+25 0.0039 0.16 Q | | |
|
14 2115
0+30 0.0050 0.16 Q | | |
|
0+35 0.0061 0.16 Q | | |
|
0+40 0.0071 0.16 Q | | |
|
0+45 0.0082 0.16 Q | | |
|
0+50 0.0093 0.16 Q | | |
|
0+55 0.0104 0.16 Q | | |
|
1+ 0 0.0115 0.16 Q | | |
|
1+ 5 0.0126 0.16 Q | | |
|
1+10 0.0137 0.16 Q | | |
|
1+15 0.0148 0.16 Q | | |
|
1+20 0.0159 0.16 Q | | |
|
1+25 0.0170 0.16 Q | | |
|
1+30 0.0182 0.16 Q | | |
|
1+35 0.0193 0.16 Q | | |
|
1+40 0.0204 0.16 Q | | |
|
1+45 0.0215 0.16 Q | | |
|
1+50 0.0227 0.16 QV | | |
|
1+55 0.0238 0.17 QV | | |
|
2+ 0 0.0250 0.17 QV | | |
|
2+ 5 0.0261 0.17 QV | | |
|
2+10 0.0273 0.17 QV | | |
|
2+15 0.0284 0.17 QV | | |
|
2+20 0.0296 0.17 QV | | |
|
2+25 0.0307 0.17 QV | | |
|
2+30 0.0319 0.17 QV | | |
|
2+35 0.0331 0.17 QV | | |
|
15 2116
2+40 0.0343 0.17 QV | | |
|
2+45 0.0354 0.17 QV | | |
|
2+50 0.0366 0.17 QV | | |
|
2+55 0.0378 0.17 QV | | |
|
3+ 0 0.0390 0.17 QV | | |
|
3+ 5 0.0402 0.17 QV | | |
|
3+10 0.0414 0.18 QV | | |
|
3+15 0.0426 0.18 QV | | |
|
3+20 0.0439 0.18 QV | | |
|
3+25 0.0451 0.18 Q V | | |
|
3+30 0.0463 0.18 Q V | | |
|
3+35 0.0475 0.18 Q V | | |
|
3+40 0.0488 0.18 Q V | | |
|
3+45 0.0500 0.18 Q V | | |
|
3+50 0.0513 0.18 Q V | | |
|
3+55 0.0525 0.18 Q V | | |
|
4+ 0 0.0538 0.18 Q V | | |
|
4+ 5 0.0551 0.18 Q V | | |
|
4+10 0.0563 0.18 Q V | | |
|
4+15 0.0576 0.19 Q V | | |
|
4+20 0.0589 0.19 Q V | | |
|
4+25 0.0602 0.19 Q V | | |
|
4+30 0.0615 0.19 Q V | | |
|
4+35 0.0628 0.19 Q V | | |
|
4+40 0.0641 0.19 Q V | | |
|
4+45 0.0654 0.19 Q V | | |
|
16 2117
4+50 0.0667 0.19 Q V | | |
|
4+55 0.0680 0.19 Q V | | |
|
5+ 0 0.0694 0.19 Q V | | |
|
5+ 5 0.0707 0.19 Q V | | |
|
5+10 0.0720 0.19 Q V | | |
|
5+15 0.0734 0.20 Q V | | |
|
5+20 0.0747 0.20 Q V | | |
|
5+25 0.0761 0.20 Q V | | |
|
5+30 0.0775 0.20 Q V | | |
|
5+35 0.0788 0.20 Q V | | |
|
5+40 0.0802 0.20 Q V | | |
|
5+45 0.0816 0.20 Q V | | |
|
5+50 0.0830 0.20 Q V | | |
|
5+55 0.0844 0.20 Q V | | |
|
6+ 0 0.0858 0.20 Q V | | |
|
6+ 5 0.0872 0.21 Q V | | |
|
6+10 0.0887 0.21 Q V | | |
|
6+15 0.0901 0.21 Q V | | |
|
6+20 0.0916 0.21 Q V | | |
|
6+25 0.0930 0.21 Q V | | |
|
6+30 0.0945 0.21 Q V | | |
|
6+35 0.0959 0.21 Q V | | |
|
6+40 0.0974 0.21 Q V | | |
|
6+45 0.0989 0.22 Q V | | |
|
6+50 0.1004 0.22 Q V | | |
|
6+55 0.1019 0.22 Q V | | |
|
17 2118
7+ 0 0.1034 0.22 Q V | | |
|
7+ 5 0.1049 0.22 Q V | | |
|
7+10 0.1064 0.22 Q V | | |
|
7+15 0.1080 0.22 Q V | | |
|
7+20 0.1095 0.22 Q V | | |
|
7+25 0.1110 0.23 Q V | | |
|
7+30 0.1126 0.23 Q V | | |
|
7+35 0.1142 0.23 Q V | | |
|
7+40 0.1158 0.23 Q V | | |
|
7+45 0.1174 0.23 Q V | | |
|
7+50 0.1190 0.23 Q V | | |
|
7+55 0.1206 0.23 Q V | | |
|
8+ 0 0.1222 0.24 Q V | | |
|
8+ 5 0.1238 0.24 Q V | | |
|
8+10 0.1255 0.24 Q V | | |
|
8+15 0.1271 0.24 Q V | | |
|
8+20 0.1288 0.24 Q V | | |
|
8+25 0.1305 0.24 Q V | | |
|
8+30 0.1322 0.25 Q V | | |
|
8+35 0.1339 0.25 Q V | | |
|
8+40 0.1356 0.25 Q V | | |
|
8+45 0.1373 0.25 |Q V | | |
|
8+50 0.1390 0.25 |Q V | | |
|
8+55 0.1408 0.25 |Q V | | |
|
9+ 0 0.1425 0.26 |Q V | | |
|
9+ 5 0.1443 0.26 |Q V | | |
|
18 2119
9+10 0.1461 0.26 |Q V | | |
|
9+15 0.1479 0.26 |Q V | | |
|
9+20 0.1497 0.26 |Q V | | |
|
9+25 0.1516 0.27 |Q V | | |
|
9+30 0.1534 0.27 |Q V | | |
|
9+35 0.1553 0.27 |Q V | | |
|
9+40 0.1571 0.27 |Q V | | |
|
9+45 0.1590 0.27 |Q V | | |
|
9+50 0.1609 0.28 |Q V | | |
|
9+55 0.1629 0.28 |Q V | | |
|
10+ 0 0.1648 0.28 |Q V | | |
|
10+ 5 0.1668 0.28 |Q V | | |
|
10+10 0.1687 0.29 |Q V | | |
|
10+15 0.1707 0.29 |Q V | | |
|
10+20 0.1727 0.29 |Q V | | |
|
10+25 0.1748 0.29 |Q V | | |
|
10+30 0.1768 0.30 |Q V | | |
|
10+35 0.1789 0.30 |Q V | | |
|
10+40 0.1809 0.30 |Q V | | |
|
10+45 0.1831 0.31 |Q V | | |
|
10+50 0.1852 0.31 |Q V | | |
|
10+55 0.1873 0.31 |Q V | | |
|
11+ 0 0.1895 0.32 |Q V | | |
|
11+ 5 0.1917 0.32 |Q V | | |
|
11+10 0.1939 0.32 |Q V | | |
|
11+15 0.1961 0.32 |Q V | | |
|
19 2120
11+20 0.1984 0.33 |Q V| | |
|
11+25 0.2007 0.33 |Q V| | |
|
11+30 0.2030 0.34 |Q V| | |
|
11+35 0.2053 0.34 |Q V| | |
|
11+40 0.2077 0.34 |Q V| | |
|
11+45 0.2101 0.35 |Q V| | |
|
11+50 0.2125 0.35 |Q V| | |
|
11+55 0.2150 0.36 |Q V| | |
|
12+ 0 0.2175 0.36 |Q V| | |
|
12+ 5 0.2201 0.38 |Q V | |
|
12+10 0.2232 0.45 |Q V | |
|
12+15 0.2265 0.49 |Q V | |
|
12+20 0.2300 0.50 | Q V | |
|
12+25 0.2335 0.51 | Q V | |
|
12+30 0.2370 0.51 | Q V | |
|
12+35 0.2406 0.52 | Q V | |
|
12+40 0.2442 0.53 | Q |V | |
|
12+45 0.2479 0.53 | Q |V | |
|
12+50 0.2516 0.54 | Q |V | |
|
12+55 0.2554 0.55 | Q |V | |
|
13+ 0 0.2592 0.55 | Q |V | |
|
13+ 5 0.2630 0.56 | Q |V | |
|
13+10 0.2670 0.57 | Q | V | |
|
13+15 0.2709 0.58 | Q | V | |
|
13+20 0.2750 0.59 | Q | V | |
|
13+25 0.2791 0.60 | Q | V | |
|
20 2121
13+30 0.2832 0.61 | Q | V | |
|
13+35 0.2875 0.61 | Q | V | |
|
13+40 0.2918 0.63 | Q | V | |
|
13+45 0.2962 0.64 | Q | V | |
|
13+50 0.3007 0.65 | Q | V | |
|
13+55 0.3052 0.67 | Q | V | |
|
14+ 0 0.3099 0.68 | Q | V | |
|
14+ 5 0.3147 0.70 | Q | V | |
|
14+10 0.3196 0.71 | Q | V | |
|
14+15 0.3246 0.72 | Q | V | |
|
14+20 0.3297 0.74 | Q | V | |
|
14+25 0.3350 0.76 | Q | V | |
|
14+30 0.3404 0.79 | Q | V | |
|
14+35 0.3460 0.81 | Q | V | |
|
14+40 0.3518 0.84 | Q | V | |
|
14+45 0.3578 0.87 | Q | V | |
|
14+50 0.3640 0.90 | Q | V | |
|
14+55 0.3704 0.94 | Q | V | |
|
15+ 0 0.3772 0.98 | Q | V | |
|
15+ 5 0.3842 1.02 | Q | V | |
|
15+10 0.3915 1.07 | Q | V | |
|
15+15 0.3993 1.12 | Q | V | |
|
15+20 0.4075 1.19 | Q | V | |
|
15+25 0.4160 1.23 | Q | V | |
|
15+30 0.4243 1.20 | Q | V| |
|
15+35 0.4328 1.23 | Q | V| |
|
21 2122
15+40 0.4421 1.36 | Q | V |
|
15+45 0.4527 1.54 | Q | V |
|
15+50 0.4656 1.87 | Q | |V |
|
15+55 0.4813 2.28 | Q| |V |
|
16+ 0 0.5021 3.02 | | Q | V |
|
16+ 5 0.5360 4.92 | | Q| V |
|
16+10 0.5954 8.62 | | | V |
Q |
16+15 0.6349 5.74 | | | Q V |
|
16+20 0.6522 2.52 | Q | V|
|
16+25 0.6634 1.63 | Q | | V
|
16+30 0.6727 1.34 | Q | | V
|
16+35 0.6811 1.22 | Q | | V
|
16+40 0.6886 1.10 | Q | | |V
|
16+45 0.6955 1.00 | Q | | |V
|
16+50 0.7018 0.92 | Q | | |V
|
16+55 0.7077 0.86 | Q | | |
V |
17+ 0 0.7133 0.80 | Q | | |
V |
17+ 5 0.7185 0.76 | Q | | |
V |
17+10 0.7234 0.72 | Q | | |
V |
17+15 0.7282 0.69 | Q | | |
V |
17+20 0.7327 0.66 | Q | | |
V |
17+25 0.7371 0.63 | Q | | |
V |
17+30 0.7413 0.61 | Q | | |
V |
17+35 0.7453 0.59 | Q | | |
V |
17+40 0.7493 0.57 | Q | | |
V |
17+45 0.7531 0.56 | Q | | |
V |
22 2123
17+50 0.7569 0.54 | Q | | |
V |
17+55 0.7605 0.53 | Q | | |
V |
18+ 0 0.7641 0.52 | Q | | |
V |
18+ 5 0.7674 0.49 |Q | | |
V |
18+10 0.7703 0.42 |Q | | |
V |
18+15 0.7729 0.37 |Q | | |
V |
18+20 0.7753 0.36 |Q | | |
V |
18+25 0.7777 0.35 |Q | | |
V |
18+30 0.7800 0.34 |Q | | |
V |
18+35 0.7823 0.33 |Q | | |
V |
18+40 0.7845 0.32 |Q | | |
V |
18+45 0.7867 0.32 |Q | | |
V |
18+50 0.7888 0.31 |Q | | |
V |
18+55 0.7909 0.30 |Q | | |
V |
19+ 0 0.7930 0.30 |Q | | |
V |
19+ 5 0.7950 0.29 |Q | | |
V |
19+10 0.7970 0.29 |Q | | |
V |
19+15 0.7989 0.28 |Q | | |
V |
19+20 0.8008 0.28 |Q | | |
V |
19+25 0.8027 0.27 |Q | | |
V |
19+30 0.8046 0.27 |Q | | |
V |
19+35 0.8064 0.26 |Q | | |
V |
19+40 0.8082 0.26 |Q | | |
V |
19+45 0.8100 0.26 |Q | | |
V |
19+50 0.8117 0.25 |Q | | |
V |
19+55 0.8134 0.25 Q | | |
V |
23 2124
20+ 0 0.8151 0.25 Q | | |
V |
20+ 5 0.8168 0.24 Q | | |
V |
20+10 0.8184 0.24 Q | | |
V |
20+15 0.8201 0.24 Q | | |
V |
20+20 0.8217 0.23 Q | | |
V |
20+25 0.8233 0.23 Q | | |
V |
20+30 0.8248 0.23 Q | | |
V |
20+35 0.8264 0.22 Q | | |
V |
20+40 0.8279 0.22 Q | | |
V |
20+45 0.8294 0.22 Q | | |
V |
20+50 0.8309 0.22 Q | | |
V |
20+55 0.8324 0.21 Q | | |
V |
21+ 0 0.8338 0.21 Q | | |
V |
21+ 5 0.8353 0.21 Q | | |
V |
21+10 0.8367 0.21 Q | | |
V |
21+15 0.8381 0.21 Q | | |
V |
21+20 0.8395 0.20 Q | | |
V |
21+25 0.8409 0.20 Q | | |
V |
21+30 0.8423 0.20 Q | | |
V |
21+35 0.8437 0.20 Q | | |
V |
21+40 0.8450 0.20 Q | | |
V |
21+45 0.8463 0.19 Q | | |
V |
21+50 0.8477 0.19 Q | | |
V |
21+55 0.8490 0.19 Q | | |
V |
22+ 0 0.8503 0.19 Q | | |
V |
22+ 5 0.8515 0.19 Q | | |
V |
24 2125
22+10 0.8528 0.18 Q | | |
V |
22+15 0.8541 0.18 Q | | |
V |
22+20 0.8553 0.18 Q | | |
V |
22+25 0.8566 0.18 Q | | |
V |
22+30 0.8578 0.18 Q | | |
V|
22+35 0.8590 0.18 Q | | |
V|
22+40 0.8602 0.18 Q | | |
V|
22+45 0.8614 0.17 Q | | |
V|
22+50 0.8626 0.17 Q | | |
V|
22+55 0.8638 0.17 Q | | |
V|
23+ 0 0.8650 0.17 Q | | |
V|
23+ 5 0.8661 0.17 Q | | |
V|
23+10 0.8673 0.17 Q | | |
V|
23+15 0.8684 0.17 Q | | |
V|
23+20 0.8696 0.17 Q | | |
V|
23+25 0.8707 0.16 Q | | |
V|
23+30 0.8718 0.16 Q | | |
V|
23+35 0.8729 0.16 Q | | |
V|
23+40 0.8740 0.16 Q | | |
V|
23+45 0.8751 0.16 Q | | |
V|
23+50 0.8762 0.16 Q | | |
V|
23+55 0.8773 0.16 Q | | |
V|
24+ 0 0.8784 0.16 Q | | |
V|
24+ 5 0.8793 0.14 Q | | |
V|
24+10 0.8797 0.06 Q | | |
V|
24+15 0.8798 0.01 Q | | |
V|
25 2126
24+20 0.8798 0.00 Q | | |
V|
----------------------------------------------------------------- ------
26 2127

FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018
Study date: 08/19/24
--------------------------------------------------------------------- 117-010 Proposed Hydromodification and Peak Flow Detention Basin 95 Argonaut
25-year, 24-hour storm
2024-08-19 RRR
-------------------------------------------------------------------- Program License Serial Number 6440
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 117010ArgonautUH.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 292
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 8.621 (CFS)
Total volume = 0.880 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 108.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth-outflow-storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 292
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.)
Initial basin storage = 0.00 (Ac.Ft)
Initial basin outflow = 0.00 (CFS)
2128
--------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data:

Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2)
(Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
---------------------------------------------------------------------

0.000 0.000 0.000 0.000 0.000

1.000 0.023 0.109 0.023 0.023

1.850 0.042 0.152 0.041 0.043

2.500 0.058 1.584 0.053 0.063

3.000 0.069 6.417 0.047 0.091

4.000 0.091 10.290 0.056 0.126
-------------------------------------------------------------------- Hydrograph Detention Basin Routing
--------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth
(Hours) (CFS) (CFS) (Ac.Ft) .0 2.2 4.31 6.47 8.62 (Ft.)

0.083 0.02 0.00 0.000 O | | | | 0.00

0.167 0.10 0.00 0.000 O | | | | 0.02

0.250 0.14 0.01 0.001 O | | | | 0.05

0.333 0.15 0.01 0.002 O | | | | 0.10

0.417 0.16 0.02 0.003 O | | | | 0.14

0.500 0.16 0.02 0.004 O | | | | 0.18

0.583 0.16 0.02 0.005 O | | | | 0.22

0.667 0.16 0.03 0.006 O | | | | 0.26

0.750 0.16 0.03 0.007 O | | | | 0.30

0.833 0.16 0.04 0.008 O | | | | 0.33

0.917 0.16 0.04 0.009 O | | | | 0.37

1.000 0.16 0.04 0.009 O | | | | 0.41

1.083 0.16 0.05 0.010 O | | | | 0.44

1.167 0.16 0.05 0.011 O | | | | 0.47

1.250 0.16 0.05 0.012 O | | | | 0.50

1.333 0.16 0.06 0.012 O | | | | 0.54

1.417 0.16 0.06 0.013 O | | | | 0.57

1.500 0.16 0.06 0.014 O | | | | 0.60

1.583 0.16 0.07 0.014 O | | | | 0.62

1.667 0.16 0.07 0.015 O | | | | 0.65

1.750 0.16 0.07 0.016 O | | | | 0.68

1.833 0.16 0.08 0.016 O | | | | 0.71

1.917 0.17 0.08 0.017 O | | | | 0.73

2.000 0.17 0.08 0.017 O | | | | 0.76

2.083 0.17 0.09 0.018 O | | | | 0.78

2.167 0.17 0.09 0.019 O | | | | 0.81

2.250 0.17 0.09 0.019 O | | | | 0.83

2.333 0.17 0.09 0.020 O | | | | 0.85

2.417 0.17 0.10 0.020 O | | | | 0.88

2.500 0.17 0.10 0.021 O | | | | 0.90
2129

2.583 0.17 0.10 0.021 O | | | | 0.92

2.667 0.17 0.10 0.022 O | | | | 0.94

2.750 0.17 0.10 0.022 O | | | | 0.96

2.833 0.17 0.11 0.023 O | | | | 0.98

2.917 0.17 0.11 0.023 O | | | | 1.00

3.000 0.17 0.11 0.023 O | | | | 1.02

3.083 0.17 0.11 0.024 O | | | | 1.04

3.167 0.18 0.11 0.024 O | | | | 1.06

3.250 0.18 0.11 0.025 O | | | | 1.08

3.333 0.18 0.11 0.025 O | | | | 1.10

3.417 0.18 0.11 0.026 O | | | | 1.12

3.500 0.18 0.12 0.026 O | | | | 1.14

3.583 0.18 0.12 0.026 O | | | | 1.15

3.667 0.18 0.12 0.027 O | | | | 1.17

3.750 0.18 0.12 0.027 O | | | | 1.19

3.833 0.18 0.12 0.028 O | | | | 1.21

3.917 0.18 0.12 0.028 O | | | | 1.23

4.000 0.18 0.12 0.029 O | | | | 1.25

4.083 0.18 0.12 0.029 O | | | | 1.27

4.167 0.18 0.12 0.029 O | | | | 1.29

4.250 0.19 0.12 0.030 O | | | | 1.31

4.333 0.19 0.13 0.030 O | | | | 1.32

4.417 0.19 0.13 0.031 O | | | | 1.34

4.500 0.19 0.13 0.031 O | | | | 1.36

4.583 0.19 0.13 0.032 O | | | | 1.38

4.667 0.19 0.13 0.032 O | | | | 1.40

4.750 0.19 0.13 0.032 O | | | | 1.42

4.833 0.19 0.13 0.033 O | | | | 1.44

4.917 0.19 0.13 0.033 O | | | | 1.46

5.000 0.19 0.13 0.034 O | | | | 1.47

5.083 0.19 0.13 0.034 O | | | | 1.49

5.167 0.19 0.13 0.034 O | | | | 1.51

5.250 0.20 0.14 0.035 O | | | | 1.53

5.333 0.20 0.14 0.035 O | | | | 1.55

5.417 0.20 0.14 0.036 O | | | | 1.57

5.500 0.20 0.14 0.036 O | | | | 1.58

5.583 0.20 0.14 0.036 O | | | | 1.60

5.667 0.20 0.14 0.037 O | | | | 1.62

5.750 0.20 0.14 0.037 O | | | | 1.64

5.833 0.20 0.14 0.038 O | | | | 1.66

5.917 0.20 0.14 0.038 O | | | | 1.68

6.000 0.20 0.14 0.039 O | | | | 1.70

6.083 0.21 0.15 0.039 O | | | | 1.72

6.167 0.21 0.15 0.039 O | | | | 1.73

6.250 0.21 0.15 0.040 O | | | | 1.75

6.333 0.21 0.15 0.040 O | | | | 1.77

6.417 0.21 0.15 0.041 O | | | | 1.79

6.500 0.21 0.15 0.041 O | | | | 1.81

6.583 0.21 0.15 0.042 O | | | | 1.83

6.667 0.21 0.15 0.042 O | | | | 1.85
2130

6.750 0.22 0.18 0.042 O | | | | 1.86

6.833 0.22 0.20 0.042 O | | | | 1.87

6.917 0.22 0.21 0.043 O | | | | 1.87

7.000 0.22 0.21 0.043 O | | | | 1.88

7.083 0.22 0.22 0.043 O | | | | 1.88

7.167 0.22 0.22 0.043 O | | | | 1.88

7.250 0.22 0.22 0.043 O | | | | 1.88

7.333 0.22 0.22 0.043 O | | | | 1.88

7.417 0.23 0.22 0.043 O | | | | 1.88

7.500 0.23 0.22 0.043 O | | | | 1.88

7.583 0.23 0.23 0.043 O | | | | 1.88

7.667 0.23 0.23 0.043 O | | | | 1.88

7.750 0.23 0.23 0.043 O | | | | 1.88

7.833 0.23 0.23 0.043 O | | | | 1.89

7.917 0.23 0.23 0.043 O | | | | 1.89

8.000 0.24 0.23 0.043 O | | | | 1.89

8.083 0.24 0.23 0.043 O | | | | 1.89

8.167 0.24 0.24 0.043 O | | | | 1.89

8.250 0.24 0.24 0.043 O | | | | 1.89

8.333 0.24 0.24 0.043 O | | | | 1.89

8.417 0.24 0.24 0.043 O | | | | 1.89

8.500 0.25 0.24 0.043 O | | | | 1.89

8.583 0.25 0.24 0.043 O | | | | 1.89

8.667 0.25 0.25 0.043 O | | | | 1.89

8.750 0.25 0.25 0.043 O | | | | 1.89

8.833 0.25 0.25 0.043 O | | | | 1.89

8.917 0.25 0.25 0.043 O | | | | 1.89

9.000 0.26 0.25 0.043 O | | | | 1.90

9.083 0.26 0.25 0.043 O | | | | 1.90

9.167 0.26 0.26 0.043 O | | | | 1.90

9.250 0.26 0.26 0.043 O | | | | 1.90

9.333 0.26 0.26 0.043 O | | | | 1.90

9.417 0.27 0.26 0.043 O | | | | 1.90

9.500 0.27 0.26 0.043 O | | | | 1.90

9.583 0.27 0.27 0.043 OI | | | | 1.90

9.667 0.27 0.27 0.043 OI | | | | 1.90

9.750 0.27 0.27 0.043 |O | | | | 1.90

9.833 0.28 0.27 0.043 |O | | | | 1.91

9.917 0.28 0.28 0.043 |O | | | | 1.91

10.000 0.28 0.28 0.043 |O | | | | 1.91

10.083 0.28 0.28 0.043 |O | | | | 1.91

10.167 0.29 0.28 0.043 |O | | | | 1.91

10.250 0.29 0.28 0.043 |O | | | | 1.91

10.333 0.29 0.29 0.044 |O | | | | 1.91

10.417 0.29 0.29 0.044 |O | | | | 1.91

10.500 0.30 0.29 0.044 |O | | | | 1.91

10.583 0.30 0.30 0.044 |O | | | | 1.92

10.667 0.30 0.30 0.044 |O | | | | 1.92

10.750 0.31 0.30 0.044 |O | | | | 1.92

10.833 0.31 0.30 0.044 |O | | | | 1.92
2131

10.917 0.31 0.31 0.044 |O | | | | 1.92

11.000 0.32 0.31 0.044 |O | | | | 1.92

11.083 0.32 0.31 0.044 |O | | | | 1.92

11.167 0.32 0.32 0.044 |O | | | | 1.92

11.250 0.32 0.32 0.044 |O | | | | 1.93

11.333 0.33 0.32 0.044 |O | | | | 1.93

11.417 0.33 0.33 0.044 |O | | | | 1.93

11.500 0.34 0.33 0.044 |O | | | | 1.93

11.583 0.34 0.33 0.044 |O | | | | 1.93

11.667 0.34 0.34 0.044 |O | | | | 1.93

11.750 0.35 0.34 0.044 |O | | | | 1.94

11.833 0.35 0.35 0.044 |O | | | | 1.94

11.917 0.36 0.35 0.044 |O | | | | 1.94

12.000 0.36 0.35 0.044 |O | | | | 1.94

12.083 0.38 0.36 0.044 |O | | | | 1.95

12.167 0.45 0.39 0.045 |O | | | | 1.96

12.250 0.49 0.42 0.045 |O | | | | 1.97

12.333 0.50 0.46 0.045 |O | | | | 1.99

12.417 0.51 0.48 0.046 |O | | | | 2.00

12.500 0.51 0.49 0.046 |O | | | | 2.01

12.583 0.52 0.50 0.046 |O | | | | 2.01

12.667 0.53 0.51 0.046 |O | | | | 2.01

12.750 0.53 0.52 0.046 |O | | | | 2.02

12.833 0.54 0.53 0.046 |OI | | | | 2.02

12.917 0.55 0.53 0.046 |OI | | | | 2.02

13.000 0.55 0.54 0.046 | O | | | | 2.03

13.083 0.56 0.55 0.046 | O | | | | 2.03

13.167 0.57 0.56 0.047 | O | | | | 2.03

13.250 0.58 0.56 0.047 | O | | | | 2.04

13.333 0.59 0.57 0.047 | O | | | | 2.04

13.417 0.60 0.58 0.047 | O | | | | 2.04

13.500 0.61 0.59 0.047 | O | | | | 2.05

13.583 0.61 0.60 0.047 | O | | | | 2.05

13.667 0.63 0.61 0.047 | O | | | | 2.06

13.750 0.64 0.62 0.047 | O | | | | 2.06

13.833 0.65 0.63 0.047 | O | | | | 2.07

13.917 0.67 0.64 0.047 | O | | | | 2.07

14.000 0.68 0.66 0.048 | O | | | | 2.08

14.083 0.70 0.67 0.048 | O | | | | 2.09

14.167 0.71 0.69 0.048 | O | | | | 2.09

14.250 0.72 0.70 0.048 | O | | | | 2.10

14.333 0.74 0.72 0.048 | O | | | | 2.11

14.417 0.76 0.73 0.049 | O | | | | 2.11

14.500 0.79 0.75 0.049 | O | | | | 2.12

14.583 0.81 0.78 0.049 | OI | | | | 2.13

14.667 0.84 0.80 0.049 | OI | | | | 2.14

14.750 0.87 0.83 0.050 | O | | | | 2.16

14.833 0.90 0.85 0.050 | O | | | | 2.17

14.917 0.94 0.88 0.050 | O | | | | 2.18

15.000 0.98 0.92 0.051 | O | | | | 2.20
2132

15.083 1.02 0.96 0.051 | O | | | | 2.21

15.167 1.07 1.00 0.051 | O | | | | 2.23

15.250 1.12 1.04 0.052 | OI | | | | 2.25

15.333 1.19 1.10 0.053 | O | | | | 2.28

15.417 1.23 1.15 0.053 | O | | | | 2.30

15.500 1.20 1.18 0.054 | O | | | | 2.32

15.583 1.23 1.20 0.054 | O | | | | 2.33

15.667 1.36 1.25 0.054 | OI | | | | 2.35

15.750 1.54 1.34 0.055 | OI | | | | 2.39

15.833 1.87 1.51 0.057 | OI | | | | 2.47

15.917 2.28 2.08 0.059 | OI | | | 2.55

16.000 3.02 2.77 0.061 | | OI | | | 2.62

16.083 4.92 4.22 0.064 | | O| I | | 2.77

16.167 8.62 6.97 0.072 | | | |O I 3.14

16.250 5.74 7.13 0.073 | | | I | O | 3.18

16.333 2.52 3.94 0.063 | |I O | | | 2.74

16.417 1.63 1.69 0.058 | O | | | | 2.51

16.500 1.34 1.53 0.057 | IO | | | | 2.47

16.583 1.22 1.41 0.056 | IO | | | | 2.42

16.667 1.10 1.29 0.055 | O | | | | 2.37

16.750 1.00 1.18 0.053 | IO | | | | 2.32

16.833 0.92 1.08 0.052 | O | | | | 2.27

16.917 0.86 0.99 0.051 | O | | | | 2.23

17.000 0.80 0.91 0.050 | IO | | | | 2.20

17.083 0.76 0.85 0.050 | IO | | | | 2.17

17.167 0.72 0.80 0.049 | O | | | | 2.14

17.250 0.69 0.75 0.049 | O | | | | 2.12

17.333 0.66 0.72 0.048 | O | | | | 2.11

17.417 0.63 0.68 0.048 | O | | | | 2.09

17.500 0.61 0.65 0.048 | O | | | | 2.08

17.583 0.59 0.63 0.047 | O | | | | 2.07

17.667 0.57 0.61 0.047 | O | | | | 2.06

17.750 0.56 0.59 0.047 | O | | | | 2.05

17.833 0.54 0.57 0.047 | O | | | | 2.04

17.917 0.53 0.55 0.046 |IO | | | | 2.03

18.000 0.52 0.54 0.046 |IO | | | | 2.03

18.083 0.49 0.52 0.046 |O | | | | 2.02

18.167 0.42 0.49 0.046 |O | | | | 2.00

18.250 0.37 0.44 0.045 |O | | | | 1.98

18.333 0.36 0.41 0.045 |O | | | | 1.97

18.417 0.35 0.38 0.045 |O | | | | 1.95

18.500 0.34 0.36 0.044 |O | | | | 1.95

18.583 0.33 0.35 0.044 |O | | | | 1.94

18.667 0.32 0.34 0.044 |O | | | | 1.93

18.750 0.32 0.33 0.044 |O | | | | 1.93

18.833 0.31 0.32 0.044 |O | | | | 1.93

18.917 0.30 0.32 0.044 |O | | | | 1.92

19.000 0.30 0.31 0.044 |O | | | | 1.92

19.083 0.29 0.30 0.044 |O | | | | 1.92

19.167 0.29 0.30 0.044 |O | | | | 1.92
2133

19.250 0.28 0.29 0.044 |O | | | | 1.91

19.333 0.28 0.29 0.043 |O | | | | 1.91

19.417 0.27 0.28 0.043 |O | | | | 1.91

19.500 0.27 0.28 0.043 IO | | | | 1.91

19.583 0.26 0.27 0.043 IO | | | | 1.90

19.667 0.26 0.27 0.043 O | | | | 1.90

19.750 0.26 0.26 0.043 O | | | | 1.90

19.833 0.25 0.26 0.043 O | | | | 1.90

19.917 0.25 0.26 0.043 O | | | | 1.90

20.000 0.25 0.25 0.043 O | | | | 1.90

20.083 0.24 0.25 0.043 O | | | | 1.89

20.167 0.24 0.24 0.043 O | | | | 1.89

20.250 0.24 0.24 0.043 O | | | | 1.89

20.333 0.23 0.24 0.043 O | | | | 1.89

20.417 0.23 0.24 0.043 O | | | | 1.89

20.500 0.23 0.23 0.043 O | | | | 1.89

20.583 0.22 0.23 0.043 O | | | | 1.89

20.667 0.22 0.23 0.043 O | | | | 1.88

20.750 0.22 0.22 0.043 O | | | | 1.88

20.833 0.22 0.22 0.043 O | | | | 1.88

20.917 0.21 0.22 0.043 O | | | | 1.88

21.000 0.21 0.22 0.043 O | | | | 1.88

21.083 0.21 0.21 0.043 O | | | | 1.88

21.167 0.21 0.21 0.043 O | | | | 1.88

21.250 0.21 0.21 0.043 O | | | | 1.88

21.333 0.20 0.21 0.043 O | | | | 1.87

21.417 0.20 0.20 0.043 O | | | | 1.87

21.500 0.20 0.20 0.043 O | | | | 1.87

21.583 0.20 0.20 0.043 O | | | | 1.87

21.667 0.20 0.20 0.043 O | | | | 1.87

21.750 0.19 0.20 0.042 O | | | | 1.87

21.833 0.19 0.19 0.042 O | | | | 1.87

21.917 0.19 0.19 0.042 O | | | | 1.87

22.000 0.19 0.19 0.042 O | | | | 1.87

22.083 0.19 0.19 0.042 O | | | | 1.87

22.167 0.18 0.19 0.042 O | | | | 1.87

22.250 0.18 0.19 0.042 O | | | | 1.87

22.333 0.18 0.18 0.042 O | | | | 1.86

22.417 0.18 0.18 0.042 O | | | | 1.86

22.500 0.18 0.18 0.042 O | | | | 1.86

22.583 0.18 0.18 0.042 O | | | | 1.86

22.667 0.18 0.18 0.042 O | | | | 1.86

22.750 0.17 0.18 0.042 O | | | | 1.86

22.833 0.17 0.18 0.042 O | | | | 1.86

22.917 0.17 0.17 0.042 O | | | | 1.86

23.000 0.17 0.17 0.042 O | | | | 1.86

23.083 0.17 0.17 0.042 O | | | | 1.86

23.167 0.17 0.17 0.042 O | | | | 1.86

23.250 0.17 0.17 0.042 O | | | | 1.86

23.333 0.17 0.17 0.042 O | | | | 1.86
2134

23.417 0.16 0.17 0.042 O | | | | 1.86

23.500 0.16 0.16 0.042 O | | | | 1.86

23.583 0.16 0.16 0.042 O | | | | 1.86

23.667 0.16 0.16 0.042 O | | | | 1.85

23.750 0.16 0.16 0.042 O | | | | 1.85

23.833 0.16 0.16 0.042 O | | | | 1.85

23.917 0.16 0.16 0.042 O | | | | 1.85

24.000 0.16 0.16 0.042 O | | | | 1.85

24.083 0.14 0.15 0.042 O | | | | 1.85

24.167 0.06 0.15 0.042 O | | | | 1.83

24.250 0.01 0.15 0.041 O | | | | 1.80

24.333 0.00 0.15 0.040 O | | | | 1.75

24.417 0.00 0.14 0.039 O | | | | 1.71

24.500 0.00 0.14 0.038 O | | | | 1.66

24.583 0.00 0.14 0.037 O | | | | 1.62

24.667 0.00 0.14 0.036 O | | | | 1.58

24.750 0.00 0.14 0.035 O | | | | 1.54

24.833 0.00 0.13 0.034 O | | | | 1.49

24.917 0.00 0.13 0.033 O | | | | 1.45

25.000 0.00 0.13 0.032 O | | | | 1.41

25.083 0.00 0.13 0.031 O | | | | 1.37

25.167 0.00 0.13 0.030 O | | | | 1.33

25.250 0.00 0.12 0.030 O | | | | 1.30

25.333 0.00 0.12 0.029 O | | | | 1.26

25.417 0.00 0.12 0.028 O | | | | 1.22

25.500 0.00 0.12 0.027 O | | | | 1.18

25.583 0.00 0.12 0.026 O | | | | 1.15

25.667 0.00 0.11 0.025 O | | | | 1.11

25.750 0.00 0.11 0.025 O | | | | 1.08

25.833 0.00 0.11 0.024 O | | | | 1.04

25.917 0.00 0.11 0.023 O | | | | 1.01

26.000 0.00 0.11 0.022 O | | | | 0.98

26.083 0.00 0.10 0.022 O | | | | 0.94

26.167 0.00 0.10 0.021 O | | | | 0.91

26.250 0.00 0.10 0.020 O | | | | 0.88

26.333 0.00 0.09 0.020 O | | | | 0.86

26.417 0.00 0.09 0.019 O | | | | 0.83

26.500 0.00 0.09 0.018 O | | | | 0.80

26.583 0.00 0.08 0.018 O | | | | 0.78

26.667 0.00 0.08 0.017 O | | | | 0.75

26.750 0.00 0.08 0.017 O | | | | 0.73

26.833 0.00 0.08 0.016 O | | | | 0.70

26.917 0.00 0.07 0.016 O | | | | 0.68

27.000 0.00 0.07 0.015 O | | | | 0.66

27.083 0.00 0.07 0.015 O | | | | 0.64

27.167 0.00 0.07 0.014 O | | | | 0.62

27.250 0.00 0.07 0.014 O | | | | 0.60

27.333 0.00 0.06 0.013 O | | | | 0.58

27.417 0.00 0.06 0.013 O | | | | 0.56

27.500 0.00 0.06 0.012 O | | | | 0.54
2135

27.583 0.00 0.06 0.012 O | | | | 0.52

27.667 0.00 0.06 0.012 O | | | | 0.51

27.750 0.00 0.05 0.011 O | | | | 0.49

27.833 0.00 0.05 0.011 O | | | | 0.48

27.917 0.00 0.05 0.011 O | | | | 0.46

28.000 0.00 0.05 0.010 O | | | | 0.45

28.083 0.00 0.05 0.010 O | | | | 0.43

28.167 0.00 0.05 0.010 O | | | | 0.42

28.250 0.00 0.04 0.009 O | | | | 0.40

28.333 0.00 0.04 0.009 O | | | | 0.39

28.417 0.00 0.04 0.009 O | | | | 0.38

28.500 0.00 0.04 0.008 O | | | | 0.37

28.583 0.00 0.04 0.008 O | | | | 0.35

28.667 0.00 0.04 0.008 O | | | | 0.34

28.750 0.00 0.04 0.008 O | | | | 0.33

28.833 0.00 0.04 0.007 O | | | | 0.32

28.917 0.00 0.03 0.007 O | | | | 0.31

29.000 0.00 0.03 0.007 O | | | | 0.30

29.083 0.00 0.03 0.007 O | | | | 0.29

29.167 0.00 0.03 0.006 O | | | | 0.28

29.250 0.00 0.03 0.006 O | | | | 0.27

29.333 0.00 0.03 0.006 O | | | | 0.26

29.417 0.00 0.03 0.006 O | | | | 0.26

29.500 0.00 0.03 0.006 O | | | | 0.25

29.583 0.00 0.03 0.006 O | | | | 0.24

29.667 0.00 0.03 0.005 O | | | | 0.23

29.750 0.00 0.02 0.005 O | | | | 0.22

29.833 0.00 0.02 0.005 O | | | | 0.22

29.917 0.00 0.02 0.005 O | | | | 0.21

30.000 0.00 0.02 0.005 O | | | | 0.20

30.083 0.00 0.02 0.005 O | | | | 0.20

30.167 0.00 0.02 0.004 O | | | | 0.19

30.250 0.00 0.02 0.004 O | | | | 0.18

30.333 0.00 0.02 0.004 O | | | | 0.18

30.417 0.00 0.02 0.004 O | | | | 0.17

30.500 0.00 0.02 0.004 O | | | | 0.17

30.583 0.00 0.02 0.004 O | | | | 0.16

30.667 0.00 0.02 0.004 O | | | | 0.16

30.750 0.00 0.02 0.003 O | | | | 0.15

30.833 0.00 0.02 0.003 O | | | | 0.15

30.917 0.00 0.02 0.003 O | | | | 0.14

31.000 0.00 0.01 0.003 O | | | | 0.14

31.083 0.00 0.01 0.003 O | | | | 0.13

31.167 0.00 0.01 0.003 O | | | | 0.13

31.250 0.00 0.01 0.003 O | | | | 0.12

31.333 0.00 0.01 0.003 O | | | | 0.12

31.417 0.00 0.01 0.003 O | | | | 0.12

31.500 0.00 0.01 0.003 O | | | | 0.11

31.583 0.00 0.01 0.003 O | | | | 0.11

31.667 0.00 0.01 0.002 O | | | | 0.11
2136

31.750 0.00 0.01 0.002 O | | | | 0.10

31.833 0.00 0.01 0.002 O | | | | 0.10

31.917 0.00 0.01 0.002 O | | | | 0.10

32.000 0.00 0.01 0.002 O | | | | 0.09

32.083 0.00 0.01 0.002 O | | | | 0.09

32.167 0.00 0.01 0.002 O | | | | 0.09

32.250 0.00 0.01 0.002 O | | | | 0.08

32.333 0.00 0.01 0.002 O | | | | 0.08

32.417 0.00 0.01 0.002 O | | | | 0.08

32.500 0.00 0.01 0.002 O | | | | 0.08

32.583 0.00 0.01 0.002 O | | | | 0.07

32.667 0.00 0.01 0.002 O | | | | 0.07

32.750 0.00 0.01 0.002 O | | | | 0.07

32.833 0.00 0.01 0.002 O | | | | 0.07

32.917 0.00 0.01 0.001 O | | | | 0.06

33.000 0.00 0.01 0.001 O | | | | 0.06

33.083 0.00 0.01 0.001 O | | | | 0.06

33.167 0.00 0.01 0.001 O | | | | 0.06

33.250 0.00 0.01 0.001 O | | | | 0.06

33.333 0.00 0.01 0.001 O | | | | 0.06

33.417 0.00 0.01 0.001 O | | | | 0.05

33.500 0.00 0.01 0.001 O | | | | 0.05

33.583 0.00 0.01 0.001 O | | | | 0.05

33.667 0.00 0.01 0.001 O | | | | 0.05

33.750 0.00 0.01 0.001 O | | | | 0.05

33.833 0.00 0.00 0.001 O | | | | 0.05

33.917 0.00 0.00 0.001 O | | | | 0.04

34.000 0.00 0.00 0.001 O | | | | 0.04

34.083 0.00 0.00 0.001 O | | | | 0.04

34.167 0.00 0.00 0.001 O | | | | 0.04

34.250 0.00 0.00 0.001 O | | | | 0.04

34.333 0.00 0.00 0.001 O | | | | 0.04

34.417 0.00 0.00 0.001 O | | | | 0.04

34.500 0.00 0.00 0.001 O | | | | 0.03

34.583 0.00 0.00 0.001 O | | | | 0.03

34.667 0.00 0.00 0.001 O | | | | 0.03

34.750 0.00 0.00 0.001 O | | | | 0.03

34.833 0.00 0.00 0.001 O | | | | 0.03

34.917 0.00 0.00 0.001 O | | | | 0.03

35.000 0.00 0.00 0.001 O | | | | 0.03

35.083 0.00 0.00 0.001 O | | | | 0.03

35.167 0.00 0.00 0.001 O | | | | 0.03

35.250 0.00 0.00 0.001 O | | | | 0.03

35.333 0.00 0.00 0.001 O | | | | 0.03

35.417 0.00 0.00 0.001 O | | | | 0.02

35.500 0.00 0.00 0.001 O | | | | 0.02

35.583 0.00 0.00 0.001 O | | | | 0.02

35.667 0.00 0.00 0.001 O | | | | 0.02

35.750 0.00 0.00 0.000 O | | | | 0.02

35.833 0.00 0.00 0.000 O | | | | 0.02
2137

35.917 0.00 0.00 0.000 O | | | | 0.02

36.000 0.00 0.00 0.000 O | | | | 0.02

36.083 0.00 0.00 0.000 O | | | | 0.02

36.167 0.00 0.00 0.000 O | | | | 0.02

36.250 0.00 0.00 0.000 O | | | | 0.02

36.333 0.00 0.00 0.000 O | | | | 0.02

36.417 0.00 0.00 0.000 O | | | | 0.02

36.500 0.00 0.00 0.000 O | | | | 0.02

36.583 0.00 0.00 0.000 O | | | | 0.02

36.667 0.00 0.00 0.000 O | | | | 0.01

36.750 0.00 0.00 0.000 O | | | | 0.01

36.833 0.00 0.00 0.000 O | | | | 0.01

36.917 0.00 0.00 0.000 O | | | | 0.01

37.000 0.00 0.00 0.000 O | | | | 0.01

37.083 0.00 0.00 0.000 O | | | | 0.01

37.167 0.00 0.00 0.000 O | | | | 0.01

37.250 0.00 0.00 0.000 O | | | | 0.01

37.333 0.00 0.00 0.000 O | | | | 0.01

37.417 0.00 0.00 0.000 O | | | | 0.01

37.500 0.00 0.00 0.000 O | | | | 0.01

37.583 0.00 0.00 0.000 O | | | | 0.01

37.667 0.00 0.00 0.000 O | | | | 0.01

37.750 0.00 0.00 0.000 O | | | | 0.01

37.833 0.00 0.00 0.000 O | | | | 0.01

37.917 0.00 0.00 0.000 O | | | | 0.01
****************************HYDROGRAPH DATA**************************** Number of intervals = 455
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 7.127 (CFS)
Total volume = 0.880 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** -------------------------------------------------------------------- 2138
1 DOWNSTREAM STATION INVERT DEPTH Q AREA FORCE DNORM DCRIT

SLOPE SFRICT

ELEMENT NO = 1 1 1991.000 424.100 .763 21.001 1.484 9.693 .000

1.436 .00000 .000000

ELEMENT NO = 2 2 2000.000 424.190 .733 21.001 1.402 10.190 1.118

1.436 .01000 .051975
ELEMENT NO = 2 2 1992.462 424.115 .758 21.001 1.470 9.772 1.118

1.436 .01000 .045437
ELEMENT NO = 2 2 1991.000 424.100 .763 21.001 1.484 9.693 1.118

1.436 .01000 .044262

ELEMENT NO = 3 7 2000.010 425.520 1.113 21.001 1.796 8.482 .000

1.642 ******* .024190
ELEMENT NO = 3 7 2000.000 424.190 .733 21.001 1.402 10.190 .000

1.436 ******* .051975

ELEMENT NO = 4 2 2007.510 425.640 1.096 21.001 1.762 8.601 1.273

1.642 .01600 .025453
ELEMENT NO = 4 2 2000.010 425.520 1.113 21.001 1.796 8.482 1.273

1.642 .01600 .024190

ELEMENT NO = 5 2 2007.520 425.640 1.095 21.001 1.761 8.605 .000

1.642 .00000 .025494
ELEMENT NO = 5 2 2007.510 425.640 1.096 21.001 1.762 8.601 .000

1.642 .00000 .025453

ELEMENT NO = 6 2 2042.870 426.540 1.095 21.001 1.761 8.605 1.095

1.642 .02546 .025494
ELEMENT NO = 6 2 2007.520 425.640 1.095 21.001 1.761 8.605 1.095

1.642 .02546 .025494

ELEMENT NO = 7 7 2148.170 429.230 1.093 21.001 1.757 8.616 .000

1.642 .02555 .025616
ELEMENT NO = 7 7 2042.870 426.540 1.095 21.001 1.761 8.605 .000

1.642 .02555 .025494
2139

ELEMENT NO = 8 3 2148.191 429.280 1.106 21.000 1.782 8.528 .000

1.642 2.38081 .024682
ELEMENT NO = 8 3 2148.170 429.230 1.093 21.001 1.757 8.616 .000

1.642 2.38081 .025616

ELEMENT NO = 9 2 2150.200 429.290 1.096 21.000 1.762 8.600 2.000

1.642 .00498 .025447
ELEMENT NO = 9 2 2148.191 429.280 1.106 21.000 1.782 8.528 2.000

1.642 .00498 .024682

ELEMENT NO = 10 2 2172.800 429.860 1.094 21.000 1.758 8.614 1.099

1.642 .02522 .025599
ELEMENT NO = 10 2 2150.200 429.290 1.096 21.000 1.762 8.600 1.099

1.642 .02522 .025447

ELEMENT NO = 11 2 2172.810 429.860 1.093 21.000 1.757 8.618 .000

1.642 .00000 .025641
ELEMENT NO = 11 2 2172.800 429.860 1.094 21.000 1.758 8.614 .000

1.642 .00000 .025599

ELEMENT NO = 12 2 2252.980 431.910 1.093 21.000 1.757 8.618 1.094

1.642 .02557 .025641
ELEMENT NO = 12 2 2172.810 429.860 1.093 21.000 1.757 8.618 1.094

1.642 .02557 .025641

ELEMENT NO = 13 3 2257.490 432.030 1.094 21.000 1.759 8.609 .000

1.642 .02661 .025543
ELEMENT NO = 13 3 2252.980 431.910 1.093 21.000 1.757 8.618 .000

1.642 .02661 .025641

ELEMENT NO = 14 2 2364.760 434.770 1.122 21.000 1.814 8.422 1.094

1.642 .02554 .023565
ELEMENT NO = 14 2 2259.020 432.069 1.094 21.000 1.759 8.609 1.094

1.642 .02554 .025543
ELEMENT NO = 14 2 2257.490 432.030 1.094 21.000 1.759 8.609 1.094

1.642 .02554 .025543

2140
1 DOWNSTREAM STATION INVERT DEPTH Q AREA FORCE DNORM DCRIT

SLOPE SFRICT

ELEMENT NO = 1 1 1991.000 424.100 .901 28.100 1.876 13.769 .000

1.673 .00000 .000000

ELEMENT NO = 2 2 2000.000 424.190 .872 28.100 1.791 14.331 1.307

1.673 .01000 .046692
ELEMENT NO = 2 2 1991.000 424.100 .901 28.100 1.876 13.769 1.307

1.673 .01000 .041041

ELEMENT NO = 3 7 2000.010 425.520 1.360 28.100 2.274 12.143 .000

1.830 ******* .023803
ELEMENT NO = 3 7 2000.000 424.190 .872 28.100 1.791 14.331 .000

1.673 ******* .046692

ELEMENT NO = 4 2 2007.510 425.640 1.339 28.100 2.235 12.285 1.607

1.830 .01600 .024839
ELEMENT NO = 4 2 2000.010 425.520 1.360 28.100 2.274 12.143 1.607

1.830 .01600 .023803

ELEMENT NO = 5 2 2007.520 425.640 1.338 28.100 2.234 12.289 .000

1.830 .00000 .024865
ELEMENT NO = 5 2 2007.510 425.640 1.339 28.100 2.235 12.285 .000

1.830 .00000 .024839

ELEMENT NO = 6 2 2042.870 426.540 1.347 28.100 2.251 12.225 1.327

1.830 .02546 .024396
ELEMENT NO = 6 2 2007.520 425.640 1.338 28.100 2.234 12.289 1.327

1.830 .02546 .024865

ELEMENT NO = 7 7 2148.170 429.230 1.830 28.100 3.012 10.756 .000

1.830 .02555 .013434
ELEMENT NO = 7 7 2042.870 426.540 1.347 28.100 2.251 12.225 .000

1.830 .02555 .024396

ELEMENT NO = 8 3 2148.191 429.280 1.106 21.000 1.782 8.528 .000 2141

1.642 2.38081 .024682

ELEMENT NO = 9 2 2150.200 429.290 1.096 21.000 1.762 8.600 2.000

1.642 .00498 .025447
ELEMENT NO = 9 2 2148.191 429.280 1.106 21.000 1.782 8.528 2.000

1.642 .00498 .024682

ELEMENT NO = 10 2 2172.800 429.860 1.094 21.000 1.758 8.614 1.099

1.642 .02522 .025599
ELEMENT NO = 10 2 2150.200 429.290 1.096 21.000 1.762 8.600 1.099

1.642 .02522 .025447

ELEMENT NO = 11 2 2172.810 429.860 1.093 21.000 1.757 8.618 .000

1.642 .00000 .025641
ELEMENT NO = 11 2 2172.800 429.860 1.094 21.000 1.758 8.614 .000

1.642 .00000 .025599

ELEMENT NO = 12 2 2252.980 431.910 1.093 21.000 1.757 8.618 1.094

1.642 .02557 .025641
ELEMENT NO = 12 2 2172.810 429.860 1.093 21.000 1.757 8.618 1.094

1.642 .02557 .025641

ELEMENT NO = 13 3 2257.490 432.030 1.094 21.000 1.759 8.609 .000

1.642 .02661 .025543
ELEMENT NO = 13 3 2252.980 431.910 1.093 21.000 1.757 8.618 .000

1.642 .02661 .025641

ELEMENT NO = 14 2 2364.760 434.770 1.122 21.000 1.814 8.422 1.094

1.642 .02554 .023565
ELEMENT NO = 14 2 2259.020 432.069 1.094 21.000 1.759 8.609 1.094

1.642 .02554 .025543
ELEMENT NO = 14 2 2257.490 432.030 1.094 21.000 1.759 8.609 1.094

1.642 .02554 .025543

ELEMENT NO = 15 2 2364.770 434.770 1.121 21.000 1.813 8.426 .000

1.642 .00000 .023600
ELEMENT NO = 15 2 2364.760 434.770 1.122 21.000 1.814 8.422 .000

1.642 .00000 .023565
2142
TTM 19340 Preliminary Hydrology Report ALISO VIEJO, CA
September 2024
X Engineering & Consulting, Inc. 4

APPENDIX D
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APPENDIX E
2146
1000 North Coast Highway Suite 10 • Laguna Beach, California 92651 • (949) 403-7229 • SAgeotechnical.com May 31, 2024
Project No. 24059-01
To: Meritage Homes
5 Peters Canyon Road, Suite 310
Irvine, California 92606
Attention: Ms. Emma Hill
Subject: Geotechnical Subsurface Exploration, Due Diligence Study, and Preliminary Geotechnical Recommendations, Proposed Residential Development, 95 Argonaut, City of Aliso Viejo, California
At your request, SA Geotechnical, Inc. (SA GEO) has conducted subsurface exploration and geotechnical due diligence study for the proposed residential development located at 95 Argonaut in the City of Aliso Viejo, California (Figure 1). The purpose of this study was to evaluate the geotechnical site conditions in light of the proposed grading and improvements in order to provide a geotechnical summary of conditions and preliminary geotechnical recommendations for project design, grading, and construction. Our evaluation included review of collected geologic and geotechnical engineering reports and maps pertinent to the subject site; a site-specific subsurface exploration; laboratory testing; geotechnical analysis; and preparation of this report.

The subject site is currently developed with a 2-story office building, retaining wall along the westerly property line, at-grade asphalt concrete paved parking lot and associated drive aisles, and hardscape/landscape improvements, all of which will be demolished as part of the proposed project. An approximately 20-foot-high descending slope is present along the easterly property boundary. Based on our review and field exploration, the primary geotechnical constraints include the presence of highly expansive silty/clayey soil that is diatomaceous and seismic shaking during a strong seismic event. The subsurface artificial fill soils at the site are primarily highly plastic silt/clay with minor interlayered clayey/silty sands. The artificial fill soils are generally diatomaceous and derived from Monterey Formation bedrock. Bedrock of the Monterey and Niguel Formations underlie the site at depth. Groundwater was encountered in one boring (H-4) during drilling, at a depth of 55 feet below ground surface. Onsite stormwater infiltration is not feasible considering that the site is underlain by relatively thick artificial fill, which are predominantly silty/clayey, overlying bedrock.

This report presents our findings, conclusions, and preliminary design recommendations for the subject residential development. Based on our review, the proposed grading and development is considered geotechnically feasible provided the recommendations in this report are implemented during design, grading, and construction. Additional evaluation and analysis may need to be performed once the project plans for grading and foundations are developed. 2147
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References pertinent to the site are included in Appendix A. Boring and laboratory test data are included in Appendix B and C, respectively. Seismic design parameters are presented in Appendix D. Slope stability analysis is presented in Appendix E. General earthwork and grading specifications are presented in Appendix F.

If you have any questions regarding this report, please contact our office. We appreciate the opportunity to provide our services.

Respectfully submitted,
SA GEOTECHNICAL, INC.

Anthony Zepeda, CEG 2681 Reza Saberi, GE 3071
Project Geologist Principal Engineer

Peter Anderson, CEG 2596
Principal Engineering Geologist

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TABLE OF CONTENTS
EXECUTIVE SUMMARY ............................................................................................................... 1

1.0 INTRODUCTION ..................................................................................................................... 2

1.1 Introduction and Scope of Services ....................................................................................... 2

1.2 Site Condition and History .................................................................................................... 2

1.3 Proposed Grading and Improvements ................................................................................... 3

1.4 Subsurface Exploration ......................................................................................................... 3

1.5 Laboratory Testing ................................................................................................................ 4

2.0 GEOTECHNICAL FINDINGS ................................................................................................. 5

2.1 Geologic Setting and Earth Units .......................................................................................... 5

2.2 Geotechnical Conditions ....................................................................................................... 5

2.3 Groundwater .......................................................................................................................... 6

2.4 Regional Faulting and Seismicity ......................................................................................... 7

2.5 Slope Stability ....................................................................................................................... 7

2.6 Settlement and Foundation Considerations ........................................................................... 8

2.7 Stormwater Infiltration Feasibility ........................................................................................ 8

2.8 Shrinkage and Bulking .......................................................................................................... 8

2.9 Existing Utilities and Pavement Section ............................................................................... 8

3.0 CONCLUSION AND PRELIMINARY RECOMMENDATIONS .......................................... 9

3.1 General Conclusion and Recommendation ........................................................................... 9

3.2 Site Preparation and Earthwork ............................................................................................. 9

3.2.1 Site Demolition and Clearing ............................................................................................. 9

3.2.2 Protection of Existing Improvements and Utilities ............................................................. 9

3.2.3 Remedial Grading Measures ............................................................................................. 10

3.2.4 Fill Placement ................................................................................................................... 10

3.2.5 Import ................................................................................................................................ 11

3.3 Settlement Potential ............................................................................................................. 11

3.4 Foundation Design .............................................................................................................. 11

3.5 Caisson Design .................................................................................................................... 13

3.6 Retaining Walls Design and Lateral Earth Pressures .......................................................... 13

3.7 Seismic Design Parameters ................................................................................................. 14

3.8 Slope Stability and Slope Setback ....................................................................................... 15

3.9 Corrosivity ........................................................................................................................... 16

3.10 Expansion Potential ............................................................................................................. 16

3.11 Interior Slab Moisture Mitigation........................................................................................ 17

3.12 Exterior Concrete ................................................................................................................ 17

3.13 Preliminary Asphalt Concrete Pavement Design ................................................................ 18

3.14 Vehicular PCC Pavements .................................................................................................. 19

3.15 Concrete Paver Section ....................................................................................................... 19

3.16 Trench Excavation and Backfill .......................................................................................... 20

3.17 Groundwater ........................................................................................................................ 21

3.18 Stormwater Infiltration ........................................................................................................ 21

3.19 Surface Drainage and Irrigation .......................................................................................... 21

3.20 Slope Maintenance, Lot Drainage, and Erosion Control ...................................................... 22

3.21 Additional Subsurface Exploration and Laboratory Testing ............................................... 22

3.22 Review of Future Plans ....................................................................................................... 22

3.23 Observation and Testing during Grading and Construction ................................................ 22

4.0 LIMITATIONS ................................................................................................................... 24 2149
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TABLE OF CONTENTS (Continued)
List of Illustrations
Figure 1 ñ Site Location and Seismic Hazards Map ñ Rear of Text Figure 2 ñ Regional Geologic Map ñ Rear of Text
Figure 3 ñ Regional Fault Map ñ Rear of Text
Figure 4 ñ Retaining Wall Drainage Detail ñ Rear of Text Appendices
Appendix A ñ References
Appendix B ñ Boring Logs
Appendix C ñ Laboratory Test Data
Appendix D ñ Seismicity Data
Appendix E ñ Slope Stability Analysis
Appendix F ñ General Earthwork and Grading Specifications Plates
Plate 1 ñ Geotechnical Map ñ Rear of Appendices
Plates 2 and 3 ñ Geotechnical Cross-Sections A-A' and B-B' ñ Rear of Appendices 2150
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EXECUTIVE SUMMARY
The subject site is underlain by relatively thick artificial fill material as a result of mass grading and development that occurred in the 1980s. Approximately 25 to 75 feet of fill was encountered in all borings which generally consisted of olive gray, olive brown, bluish gray, brown, and black clayey silt, clay, silty/sandy clay, clayey sand, and silty sand that was moist to wet and medium stiff to hard/medium dense to dense. The fine-grained fill materials are derived from the Monterey Formation and were found to be diatomaceous. Bedrock of the Monterey and Niguel Formations were encountered during drilling, underlying the artificial fill at depth.

The primary geotechnical constraints at the site include the following:
• Presence of highly expansive silty/clayey soils that are diatomaceous; and • The potential for seismic shaking during an earthquake event.

Remedial grading for the site should consist of the removal and re-compaction of all weathered/disturbed fill materials. Remedial removals are anticipated to be on the order of 3 to 4 feet below existing grades within the proposed building pads. Remedial grading within the proposed drive areas may be limited to removal and re-compaction of the soils in the upper 1 to 2 feet.

Deeper removals may be required where existing trees, utility lines, structures, and foundations are to be abandoned/removed. Considering that the onsite soils predominately consist of silty/clayey soils that are diatomaceous, achieving adequate compaction at acceptable moisture contents during fill placement may require additional mixing and compaction effort.

Groundwater was encountered in one boring (H-4) during our exploration, at a depth of 55 feet bgs (within Niguel Formation). Historic high groundwater is mapped 20 feet below original grades; however, this does not account for the mass grading and fill placement that occurred onsite.

In general, we anticipate groundwater to remain at least 20 feet below existing grades upon the completion of grading. However, seepage/groundwater may be present at shallower depth locally and can fluctuate on an annual and seasonal basis.

Considering the relatively minor grading anticipated to achieve design grades, the laboratory test data, building foundations and slabs should be designed to tolerate a total settlement of 2 inches and a differential settlement of 1-inch over a span of 40 feet. Onsite soils are anticipated to have "High" expansion potential at the completion of grading and are considered corrosive to concrete ("S2").

Based on our findings, we conclude that the proposed residential development is feasible from a geotechnical viewpoint, provided it is designed and constructed in accordance with the recommendations presented in this report and the future design/plan review report(s). The site is not considered suitable for infiltration of storm water. 2151
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1.0 INTRODUCTION

1.1 Introduction and Scope of Services
At your request, SA Geotechnical, Inc. (SA GEO) has conducted subsurface exploration and geotechnical due diligence study for the proposed residential development located at 95 Argonaut in the City of Aliso Viejo, California (Figure 1). The purpose of our study was to assess the onsite geologic and geotechnical conditions and provide preliminary recommendations for design, grading, and construction of the proposed residential development. A Topographic Survey by X Engineering & Consulting, received on May 15, 2024, has been utilized as the base for our Geotechnical Map (Plate 1).

Our scope of services for this due diligence study included the following tasks:
• Review of available published geologic and geotechnical maps, reports, and data for the subject site and surrounding area, including an archive search of City of Aliso Viejo records. A list of references is included in Appendix A.
• Historic aerial photograph review, dating back to 1931. • Notification and coordination with DigAlert to identify and clear boring locations of underground utilities.
• Subsurface exploration consisting of excavation, sampling and logging of four hollow-stem auger borings (H-1 through H-4) to depths ranging from 41.5 to 81.5 feet below ground surface (bgs). Boring logs are included in Appendix B.
• Laboratory testing of selected samples to determine engineering properties of onsite soils, including in-situ moisture and density, grain size distribution, Atterberg limits, maximum density and optimum moisture content, consolidation/collapse, shear strength, expansion potential, and soluble sulfate content. Laboratory test results are included in Appendix C. • Geotechnical evaluation and analysis of the compiled data regarding the proposed grading and development.
• Evaluation of faulting, seismicity, and seismic and static settlement in accordance with the 2022 California Building Code (CBC).
• Preparation of this report including our findings, conclusions, preliminary recommendations, and accompanying illustrations.

SA GEO's expertise and scope of services do not include assessment of potential subsurface environmental contaminants or environmental health hazards.

1.2 Site Condition and History
The subject site is located at 95 Argonaut, Aliso Viejo, California (see Figure 1), and is legally described as Parcel 1 of Parcel Map No. 85-158, Assessorís Parcel Number (APN) 141-521-48.

The approximately 2.85-acre site is bound by Glenwood Lane to the north, Argonaut Street to the west and south, a Moulton Niguel Water District reservoir/tank to the east, and other commercial properties to the southeast. The site is currently developed with an approximately 24,879 squarefoot two-story commercial building with at-grade asphalt-paved parking lot, drive aisles, and 2152
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associated landscaping/hardscaping. The site is primarily flat, with elevations ranging from 440 to 448 feet above mean sea level. A retaining wall is present along the western property line, approximately 3 to 6 feet in height, with an ascending 3- to 4-foot-high 2H:1V slope above. There is an approximately 20-foot-high descending 2H:1V slope along the easterly property line extending offsite to the adjacent water reservoir/tank.

Based on our review of available historic aerial photographs dating back to 1931, the earliest land use at the subject site and surrounding areas were for agricultural purposes (ranching).

Development of the surrounding area for commercial use began in the early 1980s, although the subject site remained an undeveloped natural drainage/swale. The site was mass graded between 1985 and 1987, concurrent with the construction of the water tank to the east. This mass grading appears to have occurred concurrent with the adjacent geotechnically-observed mass grading (Jack G. Raub Company, 1987), although no documents pertaining to the grading of the subject site were recovered during our archive search of City/County records. The geotechnical maps/report associated with the adjacent graded commercial lots overlap with the western portion of the subject site and detail a historical (pre-grading) topography ranging from 390 to 412 feet above sea level (Jack G. Raub Company, 1987); however, topography for the eastern and southern portion of the subject site were not included. This suggests a minimum of 30 to 60 feet of design fill associated with mass grading, although this does not account for any remedial grading/removal of alluvium during grading. The streets in the industrial complex were constructed by 1988, along with some of the other commercial buildings in the area. The existing two-story commercial building at the subject site was constructed by 1990. No significant changes were observed on the subject site since initial development and construction of the existing commercial building.

1.3 Proposed Grading and Improvements
Prior to any site development or grading, the existing structures, pavements, utilities, and hardscape will be demolished. Considering the site is relatively flat, we anticipate design grading to consist of cuts and fills on the order of 1 to 3 feet to reach pad grades and provide proper site drainage. Locally, deeper cuts/fills may be required were retaining structures are proposed.

The proposed project is anticipated to include grading/construction for residential development.

Based on our review of the Site Plan provided by you, dated March 2024, we understand that the proposed project will consist of 8 multifamily buildings totaling 62 residential units. We anticipate the proposed structures will be 3- to 4-story and consist of wood-framed construction. The development will also include infrastructure improvements, parking/drive aisles, stormwater filtration devices and landscape/hardscape improvements.

1.4 Subsurface Exploration
Our field exploration was performed on April 22, 2024, and included excavation of four hollow stem auger borings (H-1 through H-4) to depths ranging from 41.5 to 81.5 feet bgs.

The borings were geologically logged, and samples were obtained at selected intervals. After completion of drilling, the excavations were backfilled with soil cuttings and tamped. Pavement at the boring locations was repaired with cold patch asphalt. The approximate boring locations are shown on Plate 1 (Geotechnical Map). Boring logs are included in Appendix B. 2153
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Soil sampling was performed using a Modified California ring sampler. Relatively undisturbed ring samples were obtained from the borings at various depths with a 2.5-inch inside-diameter, split-barrel sampler. The sampler was driven with a 140-pound, automatic trip hammer, free falling 30 inches. The sampling was used to assess the soil beneath the site as well as to obtain a measure of resistance of the soil to penetration (recorded as blows-per-foot on the geotechnical boring logs). Representative bulk samples of onsite soils were also collected from soil cuttings and used for additional soil identification purposes and laboratory testing.

1.5 Laboratory Testing
Representative samples of onsite soils collected during our field exploration were tested to characterize the engineering properties. Laboratory tests performed on selected relatively undisturbed and bulk soil samples included:
• Moisture content and dry density;
• Grain size analysis;
• Atterberg limits;
• Direct shear;
• Consolidation;
• Maximum density and optimum moisture content;
• Expansion potential; and
• Soluble sulfate.

Laboratory tests were conducted in general conformance with applicable ASTM International standards. The laboratory test results are provided in Appendix C. 2154
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2.0 GEOTECHNICAL FINDINGS

2.1 Geologic Setting and Earth Units
The subject site is located in the eastern foothills of the San Joaquin Hills, within the Peninsular Ranges geomorphic province of Southern California. The site is mapped by the U.S. Geological Survey (USGS, 2006) as underlain by sedimentary bedrock of the Monterey and Niguel Formations that is successively overlain by unconsolidated alluvium. Based on our subsurface exploration and understanding of the site history, the subject site was mass graded in the 1980's resulting in thick artificial fill materials placed over bedrock. No alluvium was encountered in any of our borings and is assumed to have been removed during mass grading. The earth unit distribution and our interpretation of the subsurface conditions are shown on the Geotechnical Map (Plate 1) and Geotechnical Cross-Sections A-A' and B-B' (Plates 2 and 3).

Our subsurface exploration encountered compacted Artificial Fill (Af) underlying the site as a result of original mass grading. Approximately 25 to 75 feet of artificial fill was encountered in all borings which generally consisted of olive gray, olive brown, bluish gray, brown, and black clayey silt, clay, silty/sandy clay, clayey sand, and silty sand that was moist to wet and medium stiff to hard. The fine-grained fill materials appear to be derived from the Monterey Formation and were found to be diatomaceous.

We encountered sedimentary bedrock of the Monterey Formation (Tm) and Niguel Formation (Tn) underlying the fill materials in all borings. Based on our review of the regional geologic mapping, the earth units are in fault contact below the site (see Figure 2). The fault is inactive/preQuaternary. The Monterey Formation bedrock generally consisted of olive gray, olive brown, brown, pale yellow, and white siltstone that was very moist to wet, very stiff to hard, and highly diatomaceous. Bedding was observed to be massive to well bedded with thin to laminated bedding.

The Niguel Formation was encountered in one boring (H-4) and the bedrock generally consisted of yellowish brown to yellowish gray sandstone that was saturated and very dense. The sandstone was observed to be massive, weakly indurated, and slightly friable.

2.2 Geotechnical Conditions
Based on our geotechnical exploration and laboratory testing, the site geotechnical conditions are generally as follows:

Soil Moisture Content and Dry Density: Onsite artificial fill materials had in-situ moisture contents and dry densities ranging from 10.9 to 84.2 percent and 50.6 to 117.9 pounds per cubic foot (pcf), respectively. Bedrock of the Monterey Formation had in-situ moisture contents ranging from 26.7 to 86.7 percent and dry densities ranging from 51.1 to 96.9 pcf. Please note that the high moisture contents and low densities in the artificial fill and Monterey Formation are typical of diatomaceous materials. Niguel Formation bedrock had in-situ moisture contents ranging from

15.4 to 23.8 percent and dry densities ranging from 96.6 to 115.2 pcf.

Blow counts (blows-per-foot of penetration) in the artificial fill generally ranged from 11 to 66 blows per foot. Blow counts in bedrock ranged from 22 blows per foot to 50 blows for 3.5 inches. 2155
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Soil Properties: Grain-size distribution tests were conducted on three bulk samples collected from the uppermost 5 feet. The samples were classified in accordance with the Unified Soil Classification System (USCS) as highly plastic silt (MH) with fines contents (passing No. 200 sieve) ranging from 64 to 73 percent.

Soil plasticity testing was performed on three bulk samples collected from the uppermost 5 feet.

The samples were classified as highly plastic silt (MH) with Plasticity Indices ranging from 31 to 37 and Liquid Limits ranging from 70 to 83 percent.

Maximum dry density testing of one near surface sample (collected from the uppermost 5 feet) indicates that the silty soil (MH) has a maximum dry density of 94.1 pcf at optimum moisture content of 20.5 percent.

Shear Strength: Two direct shear tests (relatively undisturbed samples) were performed on samples collected at depths of 2.5 and 5 feet, representative of existing fill materials. The undisturbed direct shear test results indicate that the samples had ultimate internal friction angles of 24 and 26 degrees at cohesions of 400 and 450 pounds per square foot (psf), respectively. The peak internal friction angles were 28 and 29 degrees with cohesions of 450 and 775 psf, respectively.

Consolidation: Tests were performed on four samples collected at depths ranging from 2.5 to 15 feet, representative of existing fil materials. The testing showed that the diatomaceous fill materials are moderately compressible. However, the pre-consolidation pressures are relatively high (higher than 5 ksf). The samples generally had negligible collapse and swell upon the addition of water at a load of 3.2 ksf.

Expansion Potential: Expansion index testing was performed on two samples collected in the upper 5 feet. The results indicate a "High" expansion potential (EI = 91 and 104).

Soluble Sulfate: Soluble sulfate testing was performed on two bulk samples collected from the uppermost 5 feet. The results indicate negligible soluble sulfate content; however, per our experience with the Monterey Formation and review of the laboratory testing from the adjacent development (Jack G. Raub Company, 1987), we anticipate the soluble sulfate content of the onsite soils to be classified as "S2" per Table 19.3.1.1 of ACI-318-14.

2.3 Groundwater
Groundwater was encountered during our subsurface exploration in one boring (H-4) at a depth of 55 feet below ground surface (bgs) within the Niguel Formation. Groundwater was not encountered in boring drilled within the Monterey Formation to a depth of 81.5 feet bgs. The presence of the fault contact between Monterey and Niguel formations may act as a barrier for groundwater migration.

Historic high groundwater mapping indicates high groundwater is greater than 20 feet bgs (CDMG, 2001a). Please note that this is below original grades prior to mass grading and significantly raising grade across the site. Groundwater is anticipated to fluctuate both seasonally and annually, but it is expected to remain deep below the site. 2156
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2.4 Regional Faulting and Seismicity
Regional Faults: The site is not located within a fault-rupture hazard zone as defined by the Alquist-Priolo Special Studies Zones Act (CGS, 2018). Also, based on mapping by the State (Jennings and Bryant, 2010), there are no active faults mapped at the site. As discussed previously, the Monterey and Niguel Formations are in fault contact deep below the site; however, the fault is considered inactive (Pre-Quaternary). Regional Faults are presented on Figure 3.

Seismicity: Properties in southern California are subject to seismic hazards of varying degrees depending upon the proximity, degree of activity, and capability of nearby faults. These hazards can be primary (i.e., directly related to the energy release of an earthquake) or secondary (i.e., related to the effect of earthquake energy on the physical world). Since there are no active faults at the site, the potential for primary ground rupture is considered very low. The primary seismic hazard for this site is ground shaking during a future earthquake.

Using the USGS deaggregation computer program (USGS, 2024) and the site coordinates of

33.5946 north latitude and ñ117.7243 west longitude, the closest major active faults include the Newport-Inglewood and San Joaquin Hills Faults. The maximum moment magnitude for the controlling fault is 7.1 MW, which would be generated from the San Joaquin Hills Fault; however, numerous other regionally active faults could also produce ground shaking at the site during an earthquake.

The site is not located within a mapped potential liquefaction hazard zone, as defined by the State's Seismic Hazard Mapping (CDMG, 2001b). Other secondary seismic hazards, such as tsunami and seiche are considered nil due to site elevation and distance from the ocean or other confined body of water (CGS, 2021).

2.5 Slope Stability
The site geologic/geotechnical conditions are generally favorable for overall stability of the existing slope along the eastern perimeter. The existing fill slope is approximately 20 feet in total height at an inclination of 2H:1V (horizontal:vertical). We prepared cross-section B-B' (Plate 3) depicting the existing descending slope at the site. Slope stability analysis was performed for a 2H:1V slope with a maximum height of 25 feet, using artificial fill soil strength parameters that were developed during this study and based on the direct shear test results. For our analysis, we used an internal friction angle of 24 degrees and a cohesion of 400 psf. For pseudo-static analysis, we applied a seismic horizontal coefficient (kh) of 0.29 in accordance with Special Publication 117A, Guidelines for Evaluating and Mitigating Seismic Hazards in California (CGS, 2008).

The results of the slope stability analysis are presented in Appendix E. The existing fill slope at the site was found to be grossly stable with a factor of safety of well over 1.5 under static conditions and a factor of safety of over 1.1 for pseudo-static conditions. 2157
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2.6 Settlement and Foundation Considerations
In general, the anticipated settlements depend upon the building loads, type of foundations, and the geotechnical properties of the supporting subgrade. Considering the subsurface soil conditions and laboratory test data, and relatively lightly loaded residential structures, we estimate the total static settlement to be on the order of 2 inches and the differential static settlement to be on the order of 1-inch over a 40-foot span. This assumes remedial grading measures recommended in Section 3.2 of this report are implemented during site grading.

2.7 Stormwater Infiltration Feasibility
The site is underlain by thick (25 to 75 feet) silty/clayey artificial fill materials overlying bedrock.

In accordance with County of Orange WQMP guidelines, stormwater infiltration should not be performed in compacted artificial fill and bedrock (OCPW, 2013). Furthermore, the fine-grained soils will not be conducive to infiltration. Also, considering the presence of slopes along the property boundaries and deep canyon fill, infiltration of stormwater can result in seepage or springs in locations where previously none existed, potentially impacting offsite properties and slopes.

Stormwater infiltration is not considered feasible from a geotechnical viewpoint.

2.8 Shrinkage and Bulking
The shrinkage and bulking (reduction or increase in volume of excavated materials on recompaction as fill) varies by soil type and location. The volume change primarily depends on in-situ density and the maximum dry density of the soil type. Considering the site is underlain by compacted fill materials, we anticipated that shrinkage of site soils will be relatively low and less than 5 percent. Ground subsidence at the site is estimated to be on the order of 0.1 foot. These values exclude losses due to removal of pavement, vegetation and debris and are dependent on the accuracy of the site topographic survey and type of equipment and compaction method used by the contractor.

2.9 Existing Utilities and Pavement Section
Existing onsite utilities consisting of sewer, water, and gas/electric lines are present onsite supporting the existing office building and associated improvements. We anticipate that the existing utilities will be demolished as part of the proposed improvements and that new utilities and service connections will be established.

The existing pavement section was measured in Borings H-1 through H-4 excavated during this study. The pavement section consisted of 4 inches of asphalt concrete (AC) over 6 to 8 inches of aggregate base (AB).
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3.0 CONCLUSION AND PRELIMINARY RECOMMENDATIONS

3.1 General Conclusion and Recommendation
Based on our review, construction of the proposed residential development, as described herein, is considered geotechnically feasible provided the preliminary recommendations in this report are implemented during design, grading, and construction. Grading, foundation, structural and wall plans for the project should be reviewed by the geotechnical consultant during the design phase.

Updated recommendations should be provided once the project plans are finalized and as needed.

The recommendations in this report should be considered minimum and may be superseded by more restrictive requirements of others. In addition to the following recommendations, General Earthwork and Grading Specifications are provided in Appendix F.

3.2 Site Preparation and Earthwork
Site preparation and grading should be performed in accordance with the recommendations herein and the requirements of the City of Aliso Viejo/County of Orange.

3.2.1 Site Demolition and Clearing
Prior to remedial grading, the existing structures, foundations, hardscape/landscape, and utilities to be abandoned should be demolished and removed. Deleterious materials and debris should be cleared from the site and disposed of offsite. Concrete material may be mixed with onsite soils and placed as compacted fill provided it is broken into pieces that are smaller than 6 inches in the largest diameter. Asphalt concrete may also be used in compacted fill materials; however, it should not be placed under the residential pads. Placement of concrete and asphalt as compacted fill should be approved by the project environmental consultant. Excavations for the removal of existing foundations, utilities, and vegetation, including onsite trees, should be observed by the geotechnical consultant. Large roots, highly organic soils, and existing utilities should be removed and should not be incorporated into new fills.

Soil that is disturbed as part of excavations or removal of trees or underground utilities should be evaluated by the geotechnical consultant. Excavations that require backfill should be properly documented and compacted under the observation and testing of the geotechnical consultant in accordance with the recommendations provided in Section 3.2.4.

3.2.2 Protection of Existing Improvements and Utilities Existing improvements, and utilities on or adjacent to the site that are to be protected in place should be located and visually marked prior to grading operations. Excavations adjacent to improvements to be protected in-place or any utility easement should be performed with care, so as not to undermine existing foundations or destabilize the adjacent ground.

Stockpiling of soils more than 5 feet in height at or near existing structures and over utility lines should not be allowed. If deeper removals are required, shoring or other special measures (i.e., setback or laybacks) to provide safety and mitigate the potential for lateral/vertical movements may be required.
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3.2.3 Remedial Grading Measures
Remedial grading at the site should consist of removal of weathered/unsuitable fill materials.

In general, we recommend that remedial grading for the proposed building pads consist of removal and recompaction of soils in the upper 3 to 4 feet (from existing grade) to remove any unsuitable/disturbed artificial fill material. The removals for building pads should extend a minimum of 4 feet laterally, beyond the building footprint. Removals within the proposed drive areas may be limited to removal and re-compaction of the upper 1 to 2 feet, below existing grades. Where deeper unsuitable material is encountered, the removals should be extended to the bottom of unsuitable materials to competent, unweathered/undisturbed artificial fill.

The geotechnical consultant should review and approve the removal bottoms prior to fill placement and should provide additional specific recommendations based on actual conditions, if necessary.

Excavations deeper than 4 feet will need to be laid back at a minimum inclination of 1:1 or provided with shoring. Shallow, unconfined excavations (4 feet or less) may consist of nearvertical excavation, locally, and upon review by the geotechnical consultant. Trench excavations should be performed in accordance with Cal/OSHA requirements for Soil Type "B". The contractorís qualified person should verify compliance with Cal/OSHA requirements. Excavations near existing structures (within a 1:1 projection) should be provided with shoring that is designed to support the surcharge load of the existing structure.

Otherwise, excavations may need to be performed in sections (A/B/C slot cuts). Slot cuts should not exceed more than 20 feet in length. The conditions should be reviewed in the field by the project geotechnical consultant. Additional recommendations should be provided based on the actual conditions encountered during excavation and grading, as needed.

3.2.4 Fill Placement
Upon the completion of remedial grading measures, the approved removal bottoms should be scarified a minimum of 6 inches. The removal bottoms and fill materials should be compacted to at least 90 percent of the maximum dry density, as determined by ASTM Test Method D1557. Fill materials should be placed in loose lifts no thicker than 8 inches.

Fill materials should be relatively free of deleterious material. The existing fill materials are considered suitable for re-use as compacted fill provided any deleterious material is removed.

Considering that the onsite soils predominately consist of silty/clayey soils that are diatomaceous, achieving adequate compaction at acceptable moisture contents during fill placement may require additional effort. The moisture content of the fill materials should be above the optimum moisture content but within the compactable levels.

Concrete material may be mixed with onsite soils and placed as compacted fill if it is broken into pieces that are smaller than 6 inches in the largest diameter. Asphalt concrete may also be used in compacted fill materials; however, it should not be placed under the residential pads.

Placement of concrete and asphalt as compacted fill should be approved by the project environmental consultant.
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3.2.5 Import
The geotechnical consultant should evaluate and accept any import soils prior to transportation to the subject site. We recommend that import soils have similar or better engineering properties to onsite soils. At minimum, the import materials should have an Expansion Index of less than 90 and a Plasticity Index of less than 25.

3.3 Settlement Potential
The amount of settlement will depend upon the type of foundation(s) selected and future loading by additional fill and structures. Based on our review of the subsurface data, considering the remedial grading recommendations provided in this report are implemented during grading, and structural loads typically associated with the anticipated 3- to 4-story residential units, we estimate that total and differential post-construction settlement will be on the order of 2 inches and 1-inch over a span of 40 feet, respectively.

SA GEO should be provided with the foundation plans and structural loads, once available, in order to further evaluate the potential for post-construction settlement of the proposed buildings and associated improvements. The parameters provided herein will then be confirmed/updated based on the planned foundations and loads and additional testing and/or analysis.

3.4 Foundation Design
The slab and foundations should be designed by the project structural engineer based on the proposed structure type and the anticipated loading conditions. The foundation soils are anticipated to have expansive soil conditions ("High" expansion potential) and will be subject to climatic and landscape moisture fluctuations. Post-tensioned slab should be anticipated for the proposed residential buildings. The following foundation recommendations are provided with the assumption that the recommendations included in Section 3.2 of this report are implemented during site grading. Caisson design parameters are provided in Section 3.5 of this report.

The recommended net allowable bearing capacity for continuous and isolated footings may be calculated based on the following equation:
qall = 500 D + 150 B + 1,500 (but not to exceed 3,500 psf, see below for post-tensioned/mat slabs)
where:

D = embedment depth of footing, in feet
B = width of footing, in feet
Also, the following parameters may be used for design of foundation and slabs:
• Soil unit weight = 110 pcf
• Soil internal friction angle = 25 degrees
• Coefficient of Friction = 0.30
• Subgrade modulus (k) of 50 pci (corrected for large slabs) • Soil elastic modulus (Es) of 1,000 psi
• Effective Plasticity Index (upper 15 feet) = 35
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The allowable bearing capacity of 1,000 psf may be used for design of post-tensioned/mat foundation.

The dead load of concrete below adjacent grades (buried concrete foundations) may be neglected.

The allowable bearing pressure and friction coefficient may be increased by one-third for wind and seismic loading.

We recommend that strip and isolated footings for the buildings have a minimum embedment depth of 18 inches below the lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated column footings should be at least 24 inches wide. The footings of freestanding and isolated structures, such as walls and pilasters, should have a minimum embedment depth of 18 inches into approved soils.

The following table provides our general guidelines and preliminary recommendations for design of post-tensioned foundations and slabs on expansive soil in accordance with the 2022 California Building Code (CBC) and Post-Tension Institute (PTI) DC 10.5 Edition provisions.

GEOTECHNICAL GUIDELINES

FOR DESIGN OF POST-TENSIONED SLABS
Parameter Recommendation
Center Lift
Edge Moisture Variation Distance, em
Center Lift, ym

7.50 feet

0.90 inches
Edge Lift
Edge Moisture Variation Distance, em
Edge Lift, ym

4.00 feet

1.25 inch
Presaturation, as needed, to obtain the minimum
moisture down to the minimum depth

1.3 x optimum down to
18 inches
We recommend that post-tensioned slabs have a thickened edge such that the slab is embedded a minimum of 18 inches below the lowest adjacent grade.

In addition, as indicated in the DC 10.5 Edition of PTI, shape factor calculations should be performed by the project structural engineer in order to determine if strengthening/modification of foundations are necessary. Per PTI guidelines, modifications to the foundations design should be considered if the shape factor (ratio of square of foundation perimeter over foundation area) exceeds 24.

If non-post-tensioned slabs-on-grade and foundations are considered at the site, an effective Plasticity Index of 35 is considered appropriate for the upper 15 feet of soil materials, in accordance with Wire Reinforcement Institute (WRI) method (per the 2022 California Building Code). For non-post-tensioned slabs, we recommend a minimum embedment of 18 inches below the lowest adjacent grade for the perimeter footings. Also, the upper 18 inches of subgrade soil should be pre-saturated to 130 percent of optimum moisture content prior to placement of moisture barrier and concrete.
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The foundations and slabs should also be designed to tolerate the total and differential settlements discussed in Section 3.3 of this report.

For the design of pole-type foundations (i.e., light poles, shade structures, etc.), an allowable soilbearing pressure (S1) of 290 psf/ft may be used for Equation 18-1 (the "pole" equation) of the 2022 California Building Code (CBC) Section 1807.3.2.1 to determine the depth of embedment for the footings, considering level ground conditions. The equation is applicable for designed embedment depths of less than 12 feet for the purpose of computing lateral pressure. Also, for vertical loads on pole-type foundations, an allowable skin friction of 250 pounds per square foot may be used.

Pole foundations should have a minimum embedment of 30 inches below adjacent grades. For cast-in-place pole-type foundations, the vertical end bearing pressure should be neglected.

3.5 Caisson Design
All caissons, if any, should have a minimum of 5 feet embedment into competent fill materials.

An average skin friction value of 250 pounds per square foot may be utilized to calculate the axial capacity of caissons. The lateral capacity of caissons may be computed using a value of 290 psf/ft but should not exceed 4,400 psf/ft for level conditions. For caissons near the existing descending slope with passive envelope impacted by the slope, the passive pressure should be limited to 170 psf/ft. Passive resistance may be doubled for isolated piles/caissons spaced a minimum of 3 diameters apart center-to-center. The allowable bearing pressure (both axial and lateral) may be increased by one-third for wind or seismic loading. Other minimum footing dimensions should be provided by the Structural Engineer and should comply with Table 1809.7 of the 2022 CBC.

Caissons should be designed in accordance with ACI recommendations and applicable building code requirements. The accepted criteria for caisson installation are detailed below:
• Caissons should be constructed as pre-drilled cast-in-place elements. A representative of the geotechnical consultant should be present during drilling of all caisson excavations in order to verify proper embedment and to geotechnically review appropriate drilling methods.
• Caisson excavations should be cleaned of loose soil, cuttings and groundwater and should be reviewed by the project geologist prior to placement of steel or concrete. • No caisson boring shall be excavated within 6 feet from the nearest edge of a completed caisson unless the completed caisson has been filled with concrete for more than 24 hours.

3.6 Retaining Walls Design and Lateral Earth Pressures
Recommendations for lateral earth pressures for permanent retaining walls and structures with approved onsite drained soils and above the groundwater table are as follows:

Conditions Level (pcf) 2:1 Sloping
Active 40 60
At-Rest 65 85
Passive 290 170 (sloping down)
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These parameters are based on a soil internal friction angle of 25 degrees, a cohesion of 100 pounds per square foot (psf) and soil unit weight of 110 pcf.

To design an unrestrained retaining wall, such as a cantilever wall, the active earth pressure may be used. For a restrained retaining wall, the at-rest pressure should be used. Passive pressure is used to compute lateral soils resistance developed against lateral structural movement. The passive pressures provided above may be increased by one-third for wind and seismic loads. The passive resistance is taken into account only if it is ensured that the soil against embedded structure will remain intact with time. Future landscaping/planting and improvements adjacent to the retaining walls should also be taken into account in the design of the retaining walls. Excessive soil disturbance, trenches (excavation and backfill), future landscaping adjacent to footings and oversaturation can adversely impact retaining structures and result in reduced lateral resistance.

For sliding resistance, the friction coefficient of 0.30 may be used at the concrete and soil interface.

The coefficient of friction may be increased by one-third for wind and seismic loading. The retaining walls may also need to be designed for additional lateral loads if other structures or walls are planned within a 1H:1V projection.

If slopes above the retaining walls are relatively minor (in height), the additional load associated with the soil above the retaining wall and within the active wedge may be calculated as a surcharge load and applied to the retaining wall using a coefficient of active pressure (ka) of 0.48.

The seismic lateral earth pressure for walls retaining more than 6 feet of soil may be estimated to be an additional 16 pcf for active and at-rest conditions. The earthquake soil pressure has a triangular distribution and is added to the static pressures. For the active and at-rest conditions, the additional earthquake loading is zero at the top and maximum at the base. The seismic lateral earth pressure does not apply to walls retaining less than, or equal to, 6 feet of soil (2022 CBC Section 1803.5.12).

Drainage behind walls retaining more than 30 inches of soil should also be provided in accordance with the attached Figure 4. Specific drainage connections, outlets and avoiding open joints should be considered for the retaining wall design.

3.7 Seismic Design Parameters
The following table summarizes the seismic design criteria for the subject site. The seismic design parameters are developed in accordance with ASCE 7-16 and 2022 CBC. Please note that, considering the proposed structures and anticipated structural periods, site-specific ground-motion hazard analysis was not performed for the site. Per Supplement 3 of ASCE 7-16, the value of SM1, and therefore SD1, have been increased by 50 percent. The seismic response coefficient, Cs, should be determined per the parameters provided below and using equation 12.8-2 of ASCE 7-16. 2164
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Selected Seismic Design Parameters
from 2022 CBC/ASCE 7-16
Seismic Design
Values Reference
Latitude 33.5946 North
Longitude -117.7243 West
Controlling Seismic Source San Joaquin Hills USGS, 2024 Site Class per Table 20.3-1 of ASCE 7-16 D
Spectral Acceleration for Short Periods (Ss) 1.218 g SEA/OSHPD, 2024 Spectral Accelerations for 1-Second Periods (S1) 0.438 g SEA/OSHPD, 2024 Site Coefficient Fa, Table 11.4-1 of ASCE 7-16 1.013 SEA/OSHPD, 2024 Site Coefficient Fv, Table 11.4-2 of ASCE 7-16 1.862
Design Spectral Response Acceleration at Short
Periods (SDS) from Equation 11.4-4 of ASCE 7-16 0.822 g SEA/OSHPD, 2024 Design Spectral Response Acceleration at 1-Second
Period (SD1) from Equation 11.4-4 of ASCE 7-16
(Includes 50% increase per Supplement 3)

0.816 g
TS, SD1 /SDS 11.4.6 of ASCE 7-16 0.992 sec
TL, Long-Period Transition Period 8 sec SEA/OSHPD, 2024 Peak Ground Acceleration Corrected for Site Class
Effects (PGAM) from Equation 11.8-1 of ASCE 7-16 0.566 g SEA/OSHPD, 2024 Seismic Design Category, Section 11.6 of ASCE 7-16 D SEA/OSHPD, 2024

3.8 Slope Stability and Slope Setback
No significant modifications to the existing fill slope along the eastern property line are planned as part of this project. The existing slope is composed of compacted artificial fill materials and the proposed improvements are not anticipated to adversely impact the slope. Based on our slope stability analysis (Appendix E), the existing slope was found to be grossly stable. In general, slopes are considered susceptible to surficial instability in the form of erosion, raveling, and slumping.

Special care should be taken to ensure that onsite runoff is controlled and directed offsite in a nonerosive manner and that site drainage, and slopes are maintained over the life of the project.

Footings for structures located above descending slopes should be set back from the slope face in accordance with the minimum requirements of the City of Aliso Viejo and section 1808.7.1 of the 2022 CBC, whichever is greater. The setback distance is measured from the outside edge of the footing bottom along a horizontal line to the face of the slope.

The tables below summarize the minimum setback criteria for structures above descending slopes:
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Case A ñ Building and Retaining Wall Footings Above
Descending Slopes
Slope Height [H] (feet) Minimum Setback
from Slope face (feet)
Less than 10 5
10 to 20 ½ * H
20 to 30 10
Greater than 30 ⅓ * H (maximum of 40')
Case B ñ Freestanding Wall Footings Above
Descending Slopes
Slope Height [H] (feet) Minimum Setback
from Slope face (feet)
Less than 10 5
10 to 20 ½ * H
Greater than 20 Maximum of 10
For freestanding walls and other structures that are sensitive to lateral movement (e.g., smooth stucco finish, glass screens, etc.), SA GEO recommends that the structural setback requirements in accordance with Case A above be followed or that additional design measures be used to help control the potential for cracking and displacements. Otherwise, typical freestanding walls may have a setback in accordance with Case B.

3.9 Corrosivity
Soluble sulfates exposure in the onsite soils should be classified as "S2" per Table 19.3.1.1 of ACI318-14. Structural concrete elements in contact with soil include footings and building slabs-ongrade. The flatwork and sidewalk concrete are typically not considered structural elements.

Concrete mix for structural elements should be based on the "S2" soluble sulfate exposure class of Table 19.3.2.1 in ACI-318-14. Other ACI guidelines for structural concrete are recommended.

Also, onsite soils are anticipated to be corrosive to metals.

3.10 Expansion Potential
At the completion of grading, we anticipate that onsite soils will have "High" expansion potential.

The geotechnical recommendations provided in this report including the design parameters for foundations, slab-on-grade and flatwork improvement should be implemented during design and construction. Updated recommendations will be provided upon additional testing at the completion of grading at the site and as needed.

Homeowners and their design/construction team should be familiar with the recommendations in this report as well as principles described in a useful reference published by the California Geotechnical Engineers Association (CalGeo), titled, "Coexisting with Expansive Soil: An Informational Guide for Homeowners." This free booklet can be downloaded at www.calgeo.org. 2166
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3.11 Interior Slab Moisture Mitigation
In addition to geotechnical and structural considerations, the project owner should also consider interior moisture mitigation when designing and constructing slabs-on-grade.

The intended use of the interior space, type of flooring, and the type of goods in contact with the floor may dictate the need for, and design of, measures to mitigate potential effects of moisture emission from and/or moisture vapor transmission through the slab. Typically, for human occupied structures, a vapor retarder or barrier is recommended under the slab to help mitigate moisture transmission through slabs. The most recent guidelines by the American Concrete Institute (ACI 302.1R-04) suggest that the vapor retarder be placed directly under the slab (no sand layer).

However, the location of the vapor retarder may also be subject to the builder's past successful practice. Placement of 1 or 2 inches of sand over the moisture retardant has been common practice by builders in southern California. Specifying the strength of the retarder to resist puncture and its permeance rating is important. These qualities are not necessarily a function of the retarder thickness. A minimum of 10-mil is typical but some materials, such as 10-mil polyethylene ("Visqueen"), may not meet the desired standards for toughness and permeance.

Vapor retarders, when used, should be installed in accordance with standards such as ASTM E 1643 and/or those specified by the manufacturer.

Concrete mix design and curing are also significant factors in mitigating slab moisture problems.

Concrete with lower water/cement ratios results in denser, less permeable slabs that also "dry" faster with regard to when flooring can be installed (reduced moisture emissions quantities and rates). Rewetting of the slab following curing should be avoided since it can result in additional drying time required prior to flooring installation. Proper concrete slab testing prior to flooring installation is also important.

Concrete mix design, the type and location of the vapor retarder should be determined in coordination with all parties involved in the finished product, including the project owner, architect, structural engineer, geotechnical consultant, concrete subcontractors, and flooring subcontractors.

3.12 Exterior Concrete
The sidewalk, patio slabs, driveways and other flatwork elements should be at least 4 inches thick.

Driveway approaches should be a minimum of 6 inches thick. We recommend that the concrete flatwork be reinforced with No. 3 bars be placed at 24 inches on center both ways. Concrete slabs should be provided with construction or weakened plane control joints at a maximum spacing of 6 feet. The control joints should have a thickness that is º of the total concrete thickness. Upon the placement and compaction of subgrade soils (per Section 3.2 of these recommendations), the upper 18 inches of the subgrade soils should be pre-saturated to 130 percent of optimum moisture content prior to placement of concrete and reinforcement. We also recommend that 2 to 4 inches of granular materials/aggregate base be placed over the compacted subgrade prior to placement of reinforcement and concrete.
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For exterior slabs, the use of a granular sublayer is primarily intended to facilitate presaturation and subsequent construction by providing a better working surface over the saturated soil. It also helps retain the added moisture in the native soil in the event that the slab is not placed immediately.

Exterior concrete elements such as curb and gutter, driveways, sidewalks, and patios are susceptible to lifting and cracking when constructed over expansive soils. With expansive soils, the impacts to flatwork/hardscape can be significant, generally requiring removal and replacement of the affected improvements. Please also note that reducing concrete problems is often a function of proper slab design, concrete mix design, placement, and curing/finishing practices. Adherence to guidelines of the American Concrete Institute (ACI) is recommended. Also, the amount of postconstruction watering, or lack thereof, can have a very significant impact on the adjacent concrete flatwork.

On projects with expansive soils, additional measures such as thickened concrete edges/footings, subdrains and/or moisture barriers should be considered where planter or natural areas with irrigation are located adjacent to the concrete improvements. Design and maintenance of proper surface drainage is also very important. If the concrete will be subject to heavy loading from cars/trucks or other heavy objects, thicker pavement section will be required the design of which should be performed by the geotechnical consultant, as needed.

The above recommendations typically are not applied to curb and gutter but should be considered in areas with highly expansive soils.

3.13 Preliminary Asphalt Concrete Pavement Design
Final structural pavement sections should be based on R-value testing after the completion of grading and in accordance with city of Aliso Viejo requirements. Based on an R-value of 5 and estimated traffic indices (TIs), we recommend the following preliminary pavement sections:

Street Location Estimated TIs Pavement Section
Parking Stalls TI ñ 4.0 3 inches of AC / 6 inches
of AB
General Drives TI ñ 5.5 4 inches of AC / 10 inches
of AB
AC = Asphalt Concrete, AB = Aggregate Base
Please note that for two-stage paving operations, we recommend that the final AC cap be a minimum of 0.10 foot thick and the base AC course have a minimum thickness of 0.25 foot.

If pavement repair is needed within the adjacent streets, the section should match the existing section and follow standard City/County guidelines for trench/pavement repair. The new pavement section should at minimum consist of 4 inches of AC over 10 inches of AB. 2168
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Asphalt concrete pavement should be placed in accordance with the requirements of Sections 301 and 302 of the Standard Specifications of Public Works Construction (the Greenbook). Prior to construction of pavement sections, the subgrade soils should be scarified to a minimum depth of 6 inches, moisture-conditioned as needed, and recompacted in-place to a minimum of 90 percent relative compaction (per ASTM D1557). Subgrade should be firm prior to AB placement.

AB materials can be crushed aggregate base or crushed miscellaneous base in accordance with the Greenbook (Section 200-2). The materials should be free of any deleterious materials. Aggregate base materials should be placed in 6- to 8-inch-thick loose lifts, moisture-conditioned as necessary, and compacted to a minimum of 95 percent relative compaction (per ASTM D1557). Asphalt concrete should also be compacted to a minimum relative compaction of 95 percent.

Unpaved median and parkway areas should be provided with vertical moisture barriers.

3.14 Vehicular PCC Pavements
For trash enclosures, we recommend 6 inches of PCC reinforced with No. 4 rebar at 18 inches oncenter, both ways, over 4 inches of aggregate base placed over compacted subgrade. For parking stalls, the section may consist of 4 inches of PCC reinforced with No. 4 rebar at 18 inches oncenter, both ways, over 4 inches of aggregate base over compacted subgrade.

The subgrade soils should be scarified to a minimum depth of 6 inches, moisture-conditioned as needed, and recompacted in place to a minimum of 90 percent relative compaction (per ASTM D1557).

Aggregate base materials can be crushed aggregate base or crushed miscellaneous base in accordance with the Greenbook (Section 200-2). The materials should be free of any deleterious materials. Aggregate base materials should be placed in 6- to 8-inch-thick loose lifts, moistureconditioned as necessary, and compacted to a minimum of 95 percent relative compaction (per ASTM D1557).

3.15 Concrete Paver Section
For concrete pavers within pedestrian walkways, we recommend 60-millimeter-thick concrete pavers over approximately 1 inch of sand, over a minimum of 6 inches of AB, over compacted subgrade. This should also accommodate the rare maintenance cart or light truck that might drive up on these areas.

For concrete pavers within vehicular drive areas, if any, we recommend 80-millimeter-thick concrete pavers over 6 inches of concrete reinforced with No. 3 rebar at 24 inches on-center, over 4 inches of AB. Alternatively, the concrete low pour slab may be replaced with a minimum of 15 inches of AB over compacted subgrade; or 12 inches of AB over a layer of geotextile (e.g., Mirafi 600X or equivalent), over compacted subgrade.

A concrete band along the perimeter of the pavers should be provided for lateral restraint. The concrete band should, at minimum, be 12 inches deep and deepened to below the depth of disturbed soil, if adjacent to landscape/planter areas.
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Also, a drainage system consisting of a 2-inch PVC drainage pipe should be installed at the low end of the concrete low pour at 10-foot intervals through the slab and filled with pea gravel. The PVC drainage pipe should drain to a minimum of 6-inch-diameter by 12-inch-deep drain pit filled with pea gravel below the pipe. The paver surfaces should slope away from structures a minimum of 2 percent. The concrete underlayment for the drive areas should be provided with weakened plane joints at maximum 6-foot intervals. If the pavers are to be set in mortar or are underlain with AB, this drainage system is not required.

Prior to construction of the paver sections, the subgrade soils should be scarified to a minimum depth of 6 inches, moisture conditioned as needed, and recompacted in place to a minimum of 90 percent relative compaction (per ASTM D1557). The upper 18 inches of subgrade for pedestrian walkway and patio areas should then be presaturated to 130 percent of optimum moisture content. Subgrade for vehicular pavers need not be pre-saturated.

Aggregate base materials can be crushed aggregate base or crushed miscellaneous base in accordance with the Greenbook (Section 200-2). The materials should be free of deleterious materials. Aggregate base materials should be placed in 6- to 8-inch-thick loose lifts, moistureconditioned as necessary, and compacted to a minimum of 95 percent relative compaction (per ASTM D1557).

3.16 Trench Excavation and Backfill
Excavations should be performed in accordance with the requirements set forth by Cal/OSHA Excavation Safety Regulations (Construction Safety Orders, Section 1504, 1539 through 1547, Title 8, California Code of Regulations). In general, onsite soils may be classified as Type "B".

Cal/OSHA regulations indicate that, for workmen in confined conditions, the steepest allowable slopes in Type "B" soils are 1:1. Locally, Type "C" soils may be encountered (saturated soils, seepage) and require slope layback of 1.5H:1V (horizontal:vertical). These laybacks apply to excavations 20 feet deep or less. Where there is no room for these layback slopes, we anticipate that shoring will be necessary. Adequate shoring (i.e., shields) should be provided, as deemed necessary. The soils within the adjacent streets are anticipated to be similar to onsite soils.

Excavations should be reviewed periodically by the contractor's qualified person to confirm compliance with Cal/OSHA requirements.

Onsite soils should be suitable for use as trench backfill with the exception of wet/saturated materials, if encountered. Utility trench backfill should be in accordance with City of Aliso Viejo, County of Orange and/or the governing jurisdiction's specifications. Backfill materials should be compacted to a minimum of 90 percent relative compaction (per ASTM D1557). Rocks greater than 3 inches in largest diameter should generally not be used as trench backfill unless approved by the agency and geotechnical consultant of record. Excavation and backfilling of HDPE pipes (if any) should be in accordance with the manufacturerís requirement and the Greenbook. Select granular backfill (i.e., clean sand with SE 30 or better) may be used in lieu of native soils but should also be compacted or densified with water jetting and flooding.

Trenches excavated next to structures and foundations should also be properly backfilled and compacted to provide full lateral support and reduce settlement potential. 2170
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3.17 Groundwater
Groundwater was encountered during our subsurface exploration at a depth of 55 feet in Boring H-4 (within Niguel Formation). While some saturated soil may be encountered during grading and/or utility trench excavation, we do not anticipate significant seepage or that mitigation measures will be necessary. In general, groundwater is anticipated to remain more than 20 feet below the proposed building foundations. However, shallow, perched water/seepage may occur on an annual and seasonal basis as a result of rainfall, irrigation and/or seepage from adjacent properties.

3.18 Stormwater Infiltration
As discussed previously (Section 2.7), considering the artificial fill thickness, and bedrock directly below the fill materials, and presence of fine-grained expansive soils, stormwater infiltration at the site is not feasible from a geotechnical viewpoint. Other methods of filtration/treatment should be evaluated by the project civil engineer.

3.19 Surface Drainage and Irrigation
Maintaining adequate surface drainage, proper disposal of run-off water, and control of irrigation will help reduce the potential for future moisture-related problems and differential movements from soil heave/settlement.

Surface drainage should be carefully taken into consideration during grading, landscaping, and building construction. Positive surface drainage should be provided to direct surface water away from structures and slopes and toward the street or suitable drainage devices. Ponding of water adjacent to the structures should not be allowed. Buildings should have roof gutter systems and the run-off should be directed to parking lot/street gutters by area drainpipes or by sheet flow over paved areas. Paved areas should be provided with adequate drainage devices, gradients, and curbing to prevent run-off flowing from paved areas onto adjacent unpaved areas.

Considering the climatic conditions in southern California and provided that the recommendations included in this report are implemented during grading and construction, a minimum two-percent slope away from structures is considered acceptable and in substantial compliance with the 2022 CBC. Also, swales with one-percent slopes are acceptable from a geotechnical standpoint and are common practice in this locale.

Construction of planter areas immediately adjacent to structures should be avoided if possible. If planter boxes are constructed adjacent to or near buildings, the planters should be provided with controls to prevent excessive penetration of the irrigation water into the foundation and flatwork subgrades. Provisions should be made to drain excess irrigation water from the planters without saturating the subgrade below or adjacent to the planters. Raised planter boxes may be drained with weepholes. Deep planters (such as palm tree planters) should be drained with below-ground, water-tight drainage lines connected to a suitable outlet. Moisture barriers should also be considered.
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It is also important to maintain a consistent level of soil moisture, not allowing the subgrade soils to become overly dry or overly wet. Properly designed landscaping and irrigation systems can help in that regard.

3.20 Slope Maintenance, Lot Drainage, and Erosion Control Maintenance of proper pad drainage, the design and construction of property improvements in accordance with sound engineering practices, and proper maintenance of landscaping, including regular pad and slope irrigation, should be performed. Irrigation should not be excessive or sporadic; maintaining a relatively constant level of soil moisture around structures and improvements is important. Oversteepening of slopes should be avoided.

Planters and landscape areas adjacent to structures should be avoided or provided with measures to mitigate the potential for water getting under the foundations and slabs. Water should not be allowed to pond and drainage should be maintained away from structures and tops of slopes.

Establishing and maintaining a rodent-control program is also recommended to reduce surficial slope deterioration often associated with rodent burrowing. The improvements at or near the tops of slopes may be subject to varying degrees of slope-creep related movements and should be designed with that in mind, meeting the setback criteria discussed in this report.

3.21 Additional Subsurface Exploration and Laboratory Testing Additional subsurface exploration during the design phase of the project is not considered necessary unless significant plan changes occur. Additional laboratory testing should be performed during and upon completion of the grading to confirm/update the design parameters provided herein.

3.22 Review of Future Plans
The project grading, foundation, street improvement, wall, and landscape plans should be reviewed and accepted by the geotechnical consultant prior to grading and construction. Additional recommendations should be provided upon the review of the project plans and as needed.

3.23 Observation and Testing during Grading and Construction Geotechnical observation and testing should be performed by SA GEO during the following phases of grading and construction:
• During site demolition, preparation and clearing;
• During excavations performed for the remedial grading and to relocate or remove existing underground improvements;
• During earthwork, including observation and acceptance of remedial removal bottoms and fill placement, including import material (if any);
• Following the completion of grading, in order to verify soil properties for foundations, slabon-grade and pavements; • Upon completion of any foundation or structural excavation, prior to pouring concrete; 2172
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• During slab and flatwork subgrade preparation prior to pouring of concrete; • During placement of backfill for utility trenches;
• During construction of stormwater filtration devices; • During placement of backfill for retaining structures; • During installation and backfill of subdrainage systems; and • When any unusual soil conditions are encountered.

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4.0 LIMITATIONS
This report has been prepared for the exclusive use of our client, Meritage Homes, within the scope of services requested for the subject property described herein. This report or its contents should not be used or relied upon for other projects or purposes, or by other parties without the acknowledgement of SA GEO and the consultation of a geotechnical professional. The means and methods used by SA GEO for this study are based on local geotechnical standards of practice, care, and requirements of governing agencies. No warranty or guarantee, expressed or implied, is given.

Our findings, conclusions, and recommendations are professional opinions based on interpretations and inferences made from geologic and engineering data from specific locations and depths, observed or collected at a given time. By nature, geologic conditions can vary from point to point, can be very different in-between exploration points, and can also change over time.

Our conclusions and recommendations are, by nature, preliminary and subject to verification and/or modification during grading and construction when more subsurface data is exposed. 2174
Source: Seismic Hazard Zones, San Juan Capistrano Quadrangle (CDMG, 2001b) Site Location and Seismic Hazard Map
Site Location
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
Project Number: 24059-01
Date: May 31, 2024
Figure 1
Liquefaction
Areas where historic occurrence of liquefaction, or local geological, geotechnical and groundwater conditions
indicate a potential for permanent ground displacements such that mitigation as defined in Public Resource Code Section 2693(c) would be required.

Earthquake-Induced Landslides
Areas where 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 Resource Code Section 2693(c) would be required.
2175
Source: Geologic Map of the San Bernardino and Santa Ana 30í X 60í Quadrangles (USGS, 2006) Regional Geologic Map
Site Location
Project Number: 24059-01
Date: May 31, 2024
Figure 2
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
2176
Source: Fault Activity Map of California (Jennings and Bryant, 2010) Regional Fault Map
Site Location
Project Number: 24059-01
Date: May 31, 2024
Figure 3
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
2177
Retaining Wall Drainage Detail
Figure 4
2178
Appendix!A!
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A-1

APPENDIX A

REFERENCES
California Division of Mines and Geology (CDMG), 2001a, Seismic Hazard Zone Report for the San Juan Capistrano 7.5-Minute Quadrangle, Orange County, California, Seismic Hazard Zone Report 053.

California Division of Mines and Geology (CDMG), 2001b, Seismic Hazard Zones, San Juan Capistrano Quadrangle, Official Map dated December 21, 2001.

California Geological Survey (CGS), 2008, Guidelines for Evaluation and Mitigating Seismic Hazards in California, Special Publication 117A.

California Geological Survey (CGS), 2018, Earthquake Fault Zones, A Guide for Government Agencies, Property Owners / Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California, Special Publication 42, Revised 2018.

California Geological Survey (CGS), 2021, Tsunami Hazard Area Map, County of Orange, California, Official Map dated July 8, 2021.

Jack G. Raub Company, 1987, Geotechnical Report of Rough Grading, Parcels 6 through 14, 19 and 20, PM 85-158, Planning Area 50.1, Aliso Viejo, Orange County, California, dated June 5, 1987.

Jennings, Charles W. and Bryant W.A., 2010, Fault Activity Map of California, Department of Conservation, California Geological Survey, Geologic Data Map No. 6.

Nationwide Environmental Title Research, LLC (NETR), 2023, Historic Aerials by NETR Online, Date Accessed: May 20, 2024; website address: http://historicaerials.com Orange County Public Works (OCPW), 2013, Orange County Watersheds Water Quality Management Plan (WQMP) Technical Guidance Document for the Preparation of Conceptual/Preliminary and/or Project Water Quality Management Plans, Exhibit 7.III, Dated December 20, 2013.

State of California Water Resources Control Board, 2023, GeoTracker Website, http://geotracker.waterboards.ca.gov/
Structural Engineers Association/Office of Statewide Health Planning and Development (SEA/OSHPD), 2024, U.S. Seismic Design Maps, web site address:
https://seismicmaps.org/; Date Accessed: April 26, 2024.

U.S. Geological Survey, 2006, Geologic Map of the San Bernardino and Santa Ana 30' X 60' Quadrangles, California, dated 2006, Open File Report 2006-1217. 2180
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A-2
APPENDIX A (Cont'd)

REFERENCES
U.S. Geological Survey, 2024, Unified Hazard Tool, NSHM 2014 Dynamic Deaggregation Program; web site address: https://earthquake.usgs.gov/hazards/interactive/; Date Accessed: April 26, 2024.
2181
Appendix!B!
2182
COARSE

GRAINED SOILS
MORE THAN 50%

OF MATERIAL IS
LARGER THAN NO.
200 SIEVE SIZE

FINE GRAINED
SOILS
MORE THAN 50%

OF MATERIAL IS
SMALLER THAN NO.
200 SIEVE SIZE

GRAVEL AND

GRAVELLY
SOILS
MORE THAN 50% OF

COARSE FRACTION
RETAINED ON NO. 4
SIEVE

SAND AND

SANDY SOILS
MORE THAN 50% OF

COARSE FRACTION
PASSING NO. 4 SIEVE

SILTS AND
CLAYS

HIGHLY ORGANIC SOILS
CLEAN

GRAVELS
(LITTLE OR NO
FINES)

GRAVELS WITH
FINES
(APPRECIABLE

AMOUNT OF FINES)

CLEAN SANDS
(LITTLE OR NO
FINES)

SANDS WITH
FINES
(APPRECIABLE

AMOUNT OF FINES)

LIQUID LIMIT LESS
THAN 50

LIQUID LIMIT
GREATER THAN 50
NOTE: Dual symbols are used to indicate gravels or sand with 5-12% fines and soils with fines classifying as CL-ML. Symbols separated by a slash indicate borderline soil classifications.

SOIL CLASSIFICATION CHART

MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS
GW

POORLY GRADED GRAVELS, GRAVEL - SAND MIXTURES,

LITTLE OR NO FINES

SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES

CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES

WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO
FINES

POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR

NO FINES

SILTY SANDS, SAND - SILT MIXTURES

CLAYEY SANDS, SAND - CLAY MIXTURES

INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR,

SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH

SLIGHT PLASTICITY

INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,

GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN
CLAYS

ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW

PLASTICITY

INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE

SANDY OR SILTY SOILS, ELASTIC SILTS

INORGANIC CLAYS OF HIGH PLASTICITY

ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,

ORGANIC SILTS

PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC

CONTENTS
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
PT

WELL-GRADED GRAVELS, GRAVEL - SAND MIXTURES,

LITTLE OR NO FINES

KEY TO LOG OF BORING
Sampler and Symbol Descriptions Laboratory and Field Test Abbreviations GS
Notes:

AL
DS
CN
CC Chemical Testing incl. Soluble Sulfate
RV
MD
SE Sand Equivalent
EI Expansion Index
Modified California sample (D-#)
Standard Penetration Test (S-#)
Large bulk sample (B-#)
Resistance Value (R-Value)
Approximate depth of groundwater during drilling Grain Size Analysis (Sieve, Hydro. and/or -No. 200) Approximate depth of static groundwater
Atterberg limits (plasticity)
Small bulk sample (SB-#)
Maximum Density and Optimum Moisture
SE
Consolidation
Direct Shear
Sand Equivalent
UU Unconsolidated Undrained Shear Strength
Note: Number of blows required to advance driven sample 12 inches (or length noted).

Shelby tube sample (T-#)

1. 2.

Soil classifications are based on the Unified Soil Classification System and include color, moisture, and relative density or consistency. Field descriptions have been modified to reflect results of laboratory tests where deemed appropriate. Bedrock descriptions are based on visual classification and include rock type, moisture, color, grain size, strength, and weathering.

Descriptions on these boring logs apply only at the specific boring locations and at the time the borings were drilled. They are not warranted to be representative of subsurface conditions at other locations or times. 2183
D-3
Log Of Boring
DepthTypeNumberUSCS
(ft)

SAMPLES

MATERIAL DESCRIPTION
Moisture Content (%)Dry Density (pcf)

REMARKS
0 Blows Per Foot
5 10
15 20
25 30

Page 1 of 3 ends

Aliso Viejo City CouncilDecember 3, 2025

Aliso Viejo City Council
December 3, 2025