Table 5 – Major MS4 Outfall Monitoring Inventory
1 City of Chula Vista Drainage Basin Abbreviations
Abbreviation City of Chula Vista Drainage Basin
B Bonita Basin
C Central Basin
GA Glen Abbey Basin
J Judson Basin
LC Long Canyon Basin
MGC Municipal Golf Course Basin
OLR Otay Lakes Road Basin
ORC Otay River Central Basin
ORE Otay River East Basin
ORS Otay River South Basin
ORW Otay River West
PC Poggi Canyon Basin
PR Palm Road Basin
RC Rice Canyon Basin
RH Rolling Hills Basin
SC Salt Creek Basin
SR Sweetwater River Basin
SS Sunnyside Basin
SV Sunny Vista Basin
SW Southwest Basin
TC Telegraph Canyon Basin
WC Wolf Canyon Basin
Table 5 – Major MS4 Outfall Monitoring Inventory
2 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
1 B-1 - 909.12
In canyon north of N.
Rancho Del Rey Pkwy.,
opposite of Huerto Pl.
32.64753 -117.0314 Outfall 42 Persistent
2 C-1 - 909.12
West side of Bay Blvd.,
south of J St., south side
of channel under road,
access from gate east
side of Bay Blvd.
32.62116 -117.09449 Outfall 48 Persistent
3 C-2 - 909.12
East of Bay Blvd., south
of J St., south side of
channel.
32.62140 -117.09393 Outfall (2x) 72 Transient
4 C-3-1 - 909.12
300ft north of the
intersection between J
St. and the trolley tracks,
along the east side of the
tracks.
32.62360 -117.09289 Outfall 48 Transient
5 C-6 - 909.12
Southeast corner of
intersection of H St. and
trolley tracks, in channel.
32.62918 -117.09507 Outfall 54 Dry/No-Flow
6 C-9 - 909.12
West of Broadway,
opposite Vance St.,
behind 430 Broadway,
south side of channel.
32.63331 -117.09102 Outfall 36 Dry/No-Flow
7 C-10 - 909.12
Catch basin in Centre
Towers Apartments (442
F St.), southeast of pool,
next to wall.
32.63879 -117.08536 Outfall 48 Transient
8 C-10-1 C-10 909.12 Southwest corner of 438
F St. building. 32.63881 -117.08538 Other 48 Transient
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 3 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
9 C-13 - 909.12
East side of Memorial
Park, west of 3rd Ave.,
north of Park Wy.,
southernmost outfall.
32.63869 -117.07956 Outfall 45 Transient
10 C-14-0 - 909.12
South end of alley south
of Medrona St, west of
Del Mar Ave.
32.63852 -117.07752 Concrete
Channel 48 Transient
11 C-22 - 909.12
Behind 53 Shasta St.,
northeast side of
channel.
32.63633 -117.06676 Outfall 36 Persistent
12 C-23 - 909.12
Catch basin at southwest
corner of Woodlawn Ave.
& H St. intersection, next
to Arco driveway.
32.62953 -117.09403 Catch Basin 78 Transient
13 C-23-1 C-23 909.12
Grated inlet in the
northwest corner of the
parking lot for 535
Woodlawn Ave.
32.62959 -117.09388 Other 48 Transient
14 C-24-0 - 909.12 Outlet to channel at the
west end of I Street. 32.62592 -117.09377 Outfall 36 Dry/No-Flow 15 C-25 - 909.12
East side of Broadway,
manhole south of 405
Broadway, in alley
entrance, line from north
only.
32.63400 -117.09060 Manhole 36 Dry/No-Flow
16 C-27 - 909.12
South side of G St. 200
feet west of G St. and 5th
Ave. intersection.
32.63529 -117.08737 Manhole 48 Transient
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 4 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
17 C-29 - 909.12
100 feet west of 850
Lagoon Dr., south side of
fence, south of concrete
structure with three
manhole covers.
32.63483 -117.10219 Outfall 24 Transient
18 C-29-2 C-29 909.12
In south bike lane on
Lagoon Dr.
approximately 100yrds
west of UTC Aerospace
Systems
32.63494 -117.10225 Manhole 24 Dry/No-Flow
19 C-29-3 C-29 909.12
Manhole in south
sidewalk along Lagoon
Dr. at the west point
where the sidewalk
disappears.
32.63487 -117.10237 Manhole 24 Transient
20 C-30 - 909.12
East side of Bay Blvd.
West side of channel.
Across from West
Marine.
32.62428 -117.09459 Outfall 18 Dry/No-Flow
21 C-30-1 C-30 909.12
Manhole near sidewalk
along Bay Blvd., access
from 630 Marina Blvd.
32.62433 -117.09478 Manhole 18 Dry/No-Flow
22 GA-1 - 909.12 Behind 585 Parkside Dr.,
in canyon. 32.64727 -117.04263 Outfall 36 Persistent
23 GA-1-1 GA-1 909.12 End of cul de sac on
Parkside Dr. 32.64738 -117.04198 Manhole 36 Persistent
24 J-1 - 910.2
South of Main St., east of
3461 Main St., in
vegetated area.
32.59239 -117.05917 Outfall 36 Dry/No-Flow
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 5 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
25 J-2 - 910.2
Northwest of
intersection of Main St.
and Fresno, inside 60"
DBC, east side of
channel.
32.59487 -117.06681 Outfall 36 Dry/No-Flow
26 J-3 - 910.2
South of Orange Ave.,
west of 3rd Ave., in
channel south of Orange
Glen Apts., access from
gate at 3rd Ave.
32.60097 -117.06590 Outfall (2x) 42 Transient
27 J-6 - 910.2
East end of channel,
southeast corner of
Orange Ave. and 3rd Ave.
intersection, under the
bridge.
32.60168 -117.06412 Outfall 36 Dry/No-Flow
28 J-7 - 910.2
West of 2nd Ave., south
of Palomar St., in Park
Palomar Apts, northeast
end of channel, access
from Quintara St.
32.60622 -117.06266 Outfall 48 Transient
29 J-9 - 910.2 West side of 133
Greenhaven. 32.60977 -117.06035 Outfall 36 DBC Dry/No-Flow 30 J-16 - 910.2
Along channels north of
1091 Hilltop Dr. 800 ft
east from gate.
32.61845 -117.05426 Outfall 39 Transient
31 J-19 J-6 910.2
South side of Orange
Ave., across from 272
Orange Ave.
32.60159 -117.06313 Manhole 36 Dry/No-Flow
32 J-20 J-9 910.2
South side of
Greenhaven, in front of
127 Greenhaven in
sidewalk.
32.60995 -117.06001 Manhole (2x) 36 Dry/No-Flow
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 6 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
33 J-22 - 910.2
In channel at Quintard
St. Pipe coming into line
from the East.
32.60404 -117.06274 Outfall 42 Dry/No-Flow
34 J-23 - 910.2
Behind 1091 Hilltop Dr.,
conveyance from north
about 15 feet in receiving
water pipe.
32.61785 -117.05669 Outfall 36 Dry/No-Flow
35 J-24 - 910.2
Northwest of
intersection of Main St.
and Fresno, inside 60"
DBC, west side of
channel.
32.59487 -117.06691 Outfall 18 Dry/No-Flow
36 J-25 - 910.2
In channel west of 3121
Main St., on east side of
channel.
32.59317 -117.06678 Outfall 18 Dry/No-Flow
37 J-26 - 910.2
In channel west of 3121
Main St., on west side of
channel.
32.59313 -117.06679 Outfall 24 Dry/No-Flow
38 J-27 - 910.2 South of Third Ave. and
Beyer Way intersection 32.59263 -117.06405 Outfall 30 Transient 39 J-27-1 J-27 910.2
Manhole at the
northwest corner of the
Bayer Way and 4th Ave.
intersection.
32.59299 -117.06390 Manhole 30 Transient
40 J-28-0 - 910.2
Approximately 100ft
south of the south
terminus of Reed Court.
32.59142 -117.05584 Earthen
Channel 36 Dry/No-Flow
41 LC-1 - 909.12
East side of Canyon Dr.,
about 350 ft. south of
Country Vista.
32.65510 -117.00528 Outfall 48 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 7 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
42 LC-2 - 909.12
Across from 1579
Country Vistas Ln., in the
canyon.
32.65560 -117.00418 Outfall 48 Persistent
43 LC-3 - 909.12 In canyon near west end
of Trailridge Dr. 32.65373 -116.99792 Outfall 42 Persistent 44 LC-4 - 909.12
In canyon west of Corral
Canyon Rd., 600 ft. north
of E. H St.; outlet from
southeast only.
32.64968 -116.98914 Outfall 36 Persistent
45 LC-5 - 909.12
In canyon east of Corral
Canyon Rd., 640 ft. north
of E. H St.
32.65024 -116.98816 Outfall 36 Persistent
46 LC-6 - 909.12
West of E. H St., east of
Corral Canyon Rd., at
base of slope.
32.65015 -116.98683 Outfall 54 Persistent
47 MGC-1 - 909.12
West of Chula Vista
Municipal Golf Course, at
southwest corner of
Willow Street Bridge.
32.65885 -117.04227 Outfall 120x180 Dry/No-Flow
48 OLR-1 - 909.12
North of Bonita Rd.,
opposite Otay Lakes Rd.,
east outfall.
32.66148 -117.03146 Outfall 36 Transient
49 OLR-3 - 909.12
North of Allen School Ln.,
just east of intersection
with Surry Dr.
32.65739 -117.03153 Outfall 36 Dry/No-Flow
50 OLR-5 - 909.12
Southwest corner of
Otay Lakes Rd. and
Avenida Del Rey
intersection, south
outfall in concrete bank.
32.65174 -117.01492 Outfall 36 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 8 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
51 OLR-6 - 909.12 Manhole adjacent to
1035 Surrey Dr 32.65418 -117.02480 Manhole 36 Transient 52 ORS-1 - 910.2
About 30 ft. from survey
marker in canyon, north
of amphitheater service
road and green sewer
manhole cover.
32.59094 -117.00888 Outfall 60 Transient
53 ORS-2 - 910.2
West of Heritage Rd.,
500 ft. north of
Entertainment Circle, in
river.
32.59082 -117.00657 Outfall 84 Transient
54 ORS-3 ORS-2 910.2
West of Heritage Rd.,
north of Entertainment
Circle, north end of
gravel parking lot, yellow
manhole cover.
32.59065 -117.00649 Manhole 84 Transient
55 ORW-1 - 910.2
South of Rancho Dr.,
southwest corner of
Shadow Pines condos, in
canyon.
32.59125 -117.03790 Outfall 36 Dry/No-Flow
56 ORW-2-1 - 910.2 Grated inlet adjacent to
472 Tanbark St. 32.59536 -117.03411 Other 36 Dry/No-Flow 57 ORW-3 - 910.2 South of Main St., behind
Toyota dealership. 32.593735 -117.02709 Outfall 48, (2x) 30 Persistent 58 ORW-4 - 910.2
South of Main St., east of
Nirvana Ave., furthest
west outfall.
32.59297 -117.01717 Outfall 48 Transient
59 ORW-5 - 910.2
South of Main St., east of
Nirvana Ave., about 200
ft. east of intersection
(western 42" outfall).
32.59297 -117.01703 Outfall 42 Dry/No-Flow
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 9 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
60 ORW-6 - 910.2
South of Main St., east of
Nirvana Ave., about 200
ft. east of intersection
(furthest east outlet).
32.59288 -117.01702 Outfall 42 Dry/No-Flow
61 ORW-7 - 910.2
East of Nirvana Ave.,
south of Main St., behind
fence line.
32.59329 -117.01415 Outfall (2x) 54 Persistent
62 ORW-9 - 910.2
South of 850 Energy Wy.,
side of Main St., behind
fence line.
32.59356 -117.01137 Outfall (3x) 42 Dry/No-Flow
63 ORW-11 - 910.2
Southeast corner of
shopping center parking
lot (1870 Main Court).
32.59242 -117.03230 Earthen
Channel 120 x 240 Dry/No-Flow
64 ORW-13 - 910.2
East of Nirvana Ave.,
south of Main St., east of
access gate near 30 mph
sign.
32.59297 -117.007353 Outfall 36 Persistent
65 ORW-15 - 910.2
In the channel south of
Main Street,
approximately 200ft
west of the intersection
between Main Street and
Heritage Road.
32.59296 -117.00701 Manhole 84 Persistent
66 ORW-15-RW ORW-15 910.2 In receiving water, south
of ORW-15. 32.59207 -117.00700 Natural
Creek - Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 10 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
67 PC-1 - 910.2
South of Main St., west
of Melrose Dr., west of
248C Rancho Dr., west
side of natural channel.
32.59154 -117.04199 Outfall 36 Persistent
68 PC-2 - 910.2
East of Maple Dr., north
of Main St., west side of
channel, behind 1671
Maple Dr.
32.59611 -117.04087 Outfall (2x) 42 Persistent
69 PC-5 - 910.2
West of Oleander Ave.,
behind 1544 Oleander
Ave., access from gate at
1518 Oleander Ave.
32.60272 -117.03424 Outfall 36 Transient
70 PC-7 - 910.2
South of Olympic Pkwy.,
about 20 ft. from
sidewalk, about 100 ft.
east of light post, north
side of creek.
32.60885 -117.02024 Outfall 48 Persistent
71 PC-8 - 910.2
South side of Olympic
Pkwy., 3400 ft. east of
Brandywine Ave.
32.60935 -117.01696 Outfall 36 Dry/No-Flow
72 PC-9 - 910.2
South side of Olympic
Pkwy., about 50 ft. south
from curb inlet.
32.60997 -117.01521 Outfall 48 Transient
73 PC-10 - 910.2
South of Olympic Pkwy.,
about 50 ft. from curb
inlet on Olympic Pkwy.
32.61159 -117.01120 Outfall 36 Persistent
74 PC-11 - 910.2 South of Olympic Pkwy.,
north side of creek. 32.61328 -117.00891 Outfall 36 Persistent Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 11 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
75 PC-12 - 910.2
South side of Olympic
Pkwy., west of Heritage
Rd., about 50 feet from
curb inlet on south side
of Olympic Pkwy.
32.61541 -117.00564 Outfall 54 Persistent
76 PC-13 - 910.2
South side of Olympic
Pkwy., west of Heritage
Rd., north side of creek.
32.61644 -117.00265 Outfall 48 Persistent
77 PC-14 - 910.2
South of Olympic Pkwy.,
west of high school,
north side of creek.
32.61880 -116.99625 Outfall 36 Persistent
78 PC-16 - 910.2
West of Santa Victoria,
behind the Otay Ranch
High School sports fields,
inside of the canyon.
32.61806 -116.99055 Outfall 42 Persistent
79 PC-17 - 910.2
North of Olympic Pkwy.,
north side of creek, west
of foot bridge, just west
of Santa Venena St.
32.62305 -116.99036 Outfall 36 Persistent
80 PC-18 - 910.2
North of Olympic Pkwy.,
east of intersection with
Santa Venetia St., south
side of creek.
32.62334 -116.98975 Outfall 48 Persistent
81 PC-19 - 910.2
Northwest corner of the
Olympic Pkwy. and La
Media Rd. intersection,
southern outlet.
32.62513 -116.98663 Outfall 96 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 12 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
82 PC-20 - 910.2
Northwest corner of the
Olympic Pkwy. and La
Media Rd. intersection,
northern outlet.
32.62517 -116.98664 Outfall 84 Persistent
83 PC-21 - 910.2
East side of La Media Rd.,
about 50 ft. north of
Olympic Pkwy, under
road.
32.6254 -116.98623 Outfall 42 Persistent
84 PC-22 - 910.2
North of Olympic Pkwy.,
north side of creek, at
south end of Coral View
Ave.
32.62749 -116.98313 Outfall 42 Transient
85 PC-23 - 910.2
North of Olympic Pkwy.,
west of E. Palomar St.,
north side of creek.
32.62965 -116.97997 Outfall 42 Persistent
86 PC-24 - 910.2
North of Olympic Pkwy.,
west of E. Palomar St.,
south side of creek
(closest to culvert).
32.62960 -116.97992 Outfall 48 Persistent
87 PC-25 - 910.2
North of Olympic Pkwy.,
west of E. Palomar St.,
just west of Site PC-24.
32.62955 -116.97996 Outfall 60 Persistent
88 PC-28 - 910.2
North of Olympic Pkwy.,
west of 125 freeway
offramp, north side of
creek.
32.63265 -116.97353 Outfall (2x) 72 Persistent
89 PC-29 - 910.2
North of Olympic Pkwy.,
west of 125 freeway
offramp.
32.63259 -116.97320 Outfall 72 SBC Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 13 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
90 PC-30 - 910.2
North of Olympic Pkwy.,
across from Otay Ranch
High School west parking
lot entrance, north side
of channel.
32.62142 -116.99342 Outfall 36 Transient
91 PC-33 - 910.2
South side of Olympic
Pkwy., west of
Brandywine Ave.
32.60801 -117.02846 Outfall 54 Transient
92 PC-33-1 PC-33 910.2
Manhole in street in
front of 689 Rivera St.,
west of Brandywine.
32.60865 -117.02869 Manhole 54 Transient
93 PC-34 - 910.2
South of Olympic Pkwy.,
about 50 ft. east of
Brandywine, north side
of creek.
32.60816 -117.02728 Outfall 48 Dry/No-Flow
94 PC-35 - 910.2
Outfall inside of receiving
water (large, corrugated
pipe), about 10 feet high,
north side of pipe.
32.59986 -117.03795 Manhole 36 Transient
95 PC-36 - 910.2
South side of Olympic
Pkwy., north side of
creek, south of Taber Dr.
cul-de-sac.
32.61047 -117.01361 Outfall 36 Persistent
96 PC-37 - 910.2
South side of Olympic
Pkwy., west of Heritage
Rd., north side of creek.
32.61421 -117.00747 Outfall 36 Dry/No-Flow
97 PC-38 - 910.2
South side of Olympic
Pkwy., west of Heritage
Rd., approx. 400 feet
from intersection.
32.61629 -117.00344 Outfall 36 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 14 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
98 PR-5 - 910.2
West of Oleander Ave.,
220 feet south of E.
Palomar St. intersection.
32.61400 -117.03397 Outfall 72 Persistent
99 PR-6 - 910.2 Manhole in street in
front of 349 Spruce St. 32.61177 -117.03979 Manhole 54 Dry/No-Flow 100 PR-7 - 910.2
North side of Main St.,
east side of 3802 Main
St. parking lot, west side
of channel.
32.59491 -117.04948 Outfall 30 Transient
101 PR-8 - 910.2
East of Loma Lane, north
of E. Orange Ave., west
side of channel.
32.60030 -117.04828 Outfall 36 Dry/No-Flow
102 RC-4 - 909.12
South of N. Rancho Del
Rey Pkwy., about 1200 ft.
down trail.
32.64555 -117.02592 Outfall 48 Transient
103 RC-4-3 RC-4 909.12
At the end of the
easement between 586
and 590 Paseo Burga.
32.64527 -117.02505 Manhole 42 Transient
104 RC-5 - 909.12
West of Rancho Del Rey
Pkwy., about 1600 ft.
from parking lot.
32.64418 -117.01748 Outfall 36 Persistent
105 RC-5-1 RC-5 909.12
North side of trail, west
of Rancho Del Rey Pkwy.,
about 1600 ft. from
parking lot.
32.644714 -117.01711 Manhole 36 Persistent
106 RC-9 - 909.12
South of Rancho Del Rey,
west of Del Rey, manhole
in middle of dirt trail.
32.64172 -117.03340 Manhole 48 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 15 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
107 RC-10 - 909.12
Intersection of S. Rancho
Del Rey Blvd. and Buena
Vista Wy.
32.64362 -117.01060 Outfall 42 Persistent
108 RC-10-1 RC-10 909.12
Southeast corner of S.
Rancho Del Rey Blvd. and
Buena Vista Wy., in
landscaping.
32.64345 -117.01053 Manhole 42 Persistent
109 RC-11 - 909.12
West of S. Rancho Del
Rey Blvd., north bank of
channel.
32.64386 -117.01098 Outfall 36 Persistent
110 RC-11-1 RC-11 909.12
In middle of S. Rancho
Del Rey Blvd., near
entrance to Discovery
Park.
32.64423 -117.0108 Manhole 36 Persistent
111 RC-12 - 909.12
Manhole in eastern
portion of Discovery Park
parking lot, adjacent to
the baseball field
bathrooms.
32.64351 -117.0068 Manhole 42 Transient
112 RH-1 - 910.32
Northeast corner of
Proctor Valley Rd. and
Agua Vista Dr.
intersection (smaller
outfall).
32.66018 -116.94133 Outfall 48 Persistent
113 RH-2 - 910.32
Northeast corner of
Proctor Valley Rd. and
Agua Vista Dr.
intersection (larger
outfall).
32.66018 -116.94133 Outfall 84 Persistent
114 RH-4 - 910.32
North of Babbling Brook
Rd., east of Coastal Hill
Dr., down access road.
32.66795 -116.94358 Outfall 42 Dry/No-Flow
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 16 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
115 RH-5 - 910.32
Manhole in center of
Coastal Hills Dr., outlet
from west.
32.67219 -116.94279 Manhole 54 Persistent
116 SC-1 - 910.2
South of Hunte Pkwy.
and Eastlake Pkwy.
intersection, at bottom
of slope.
32.61257 -116.95938 Outfall 54 Persistent
117 SC-2 - 910.2
Hunte Pkwy. opposite
Exploration Falls Dr., at
bottom of slope.
32.61855 -116.95102 Outfall 96 Persistent
118 SC-3 - 910.2
Hunte Pkwy. opposite
Hidden Path Dr., in basin
at bottom of slope.
32.62371 -116.94631 Outfall 84 Persistent
119 SC-4 - 910.2
Inside canyon in Chula
Vista Elite Athlete
Training Center, through
access gate.
32.62394 -116.93936 Outfall 48 Transient
120 SC-4-1 SC-4 910.2
Inside in Chula Vista Elite
Athlete Training Center,
catch basin at east side
of access road.
32.62419 -116.93897 Catch Basin 48 Transient
121 SC-5 - 910.2
West of Chula Vista Elite
Athlete Training Center,
in canyon. Access from
foot trail off Olympic
Pkwy.
32.626437 -116.940381 Outfall 36 Dry/No-Flow
122 SC-5-1 SC-5 910.2
Inside Chula Vista Elite
Athlete Training Center,
catch basin on north side
of walking path, next to
field.
32.62694 -116.94023 Catch basin 42 Dry/No-Flow
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 17 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
123 SC-5-2 SC-5 910.2
Inside Chula Vista Elite
Athlete Training Center,
catch basin on north side
of walking path in
vegetation.
32.62639 -116.93931 Catch basin 36 Dry/No-Flow
124 SC-6 - 910.2
South of Olympic Pkwy.,
east of Hunte Pkwy.,
west outlet to creek.
32.63303 -116.94462 Outfall 42 Persistent
125 SC-7 - 910.2
South of Olympic Pkwy.,
east of Hunte Pkwy.,
eastern outlet to creek.
32.63303 -116.94457 Outfall 48 Persistent
126 SC-8 - 910.2
East of S. Creekside Dr.,
across from Silver
Springs Dr., access from
gated road off of
Olympic Pkwy.
32.63496 -116.94521 Outfall 72 Persistent
127 SC-9 - 910.2
West of Lost Creek Rd.
cul-de-sac, at base of
slope, west of trail.
32.63522 -116.94328 Outfall 78 Persistent
128 SC-10 - 910.2
West of Old Janal Ranch
Rd., across from 1389
Old Janal Ranch Rd., at
bottom of slope.
32.63765 -116.94415 Outfall 48 Persistent
129 SC-11 - 910.2
East of South Creekside
Dr., behind 1343 South
Creekside Dr.
32.63792 -116.94553 Outfall 60 Persistent
130 SC-12 - 910.2
Across from 1330 N.
Creekside Dr., east of
park near the pond.
32.63932 -116.94507 Outfall 42 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 18 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
131 SC-13 - 910.2
West of Old Janal Ranch
Rd., south of Rambling
Vista Rd., east of Salt
Creek.
32.63916 -116.9443 Manhole 36 Persistent
132 SC-14 - 910.2
West of Old Janal Ranch
Rd., across from 1293
Old Janal Ranch Rd., west
of park, south of the
wood bridge.
32.64132 -116.9452 Outfall 60 Persistent
133 SC-15 - 910.2
South of Otay Lakes Rd.,
northwest of 2710 Otay
Lakes Rd., at bottom of
slope.
32.64477 -116.94606 Outfall 36 Persistent
134 SC-16 - 910.2
North of Otay Lakes Rd.,
east of Hunte Pkwy.,
west of Woods Dr.
32.64565 -116.94712 Outfall 54 Persistent
135 SC-16-2 SC-16 910.2
In landscaped area
between Otay Lakes Rd.
and sidewalk. Site is
~20ft east of where the
conveyance line notes
the location.
32.64552 -116.94734 Manhole 54 Persistent
136 SC-17 - 910.2
West of Hawthorne
Creek Dr. and Joshua
Creek Dr. intersection.
32.64815 -116.94727 Outfall 60 Persistent
137 SC-17-RW SC-17 910.2 In receiving water,
upstream of SC-17. 32.64835 -116.94726 Natural
Creek - Persistent
138 SC-18 - 910.2
East of Hunte Pkwy.,
south of Store Gate St.,
west side of creek.
32.65102 -116.94897 Outfall 42 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 19 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
139 SC-19 - 910.2
Southwest corner of
Stone Gate St. and
Hawthorne Creek Dr.
intersection.
32.65199 -116.9489 Outfall 42 Persistent
140 SC-20 - 910.2
East of Hunte Pkwy.,
about 500 ft. south of
Yosemite Dr.
32.65497 -116.95126 Outfall 36 Dry/No-Flow
141 SC-21 - 910.2
East side of Hunte
Parkway, 150 feet South
of Yosemite Dr and 50
feet East of Hunte
Parkway.
32.65585 -116.95196 Outfall 36 Persistent
142 SC-22 - 910.2
East of Hunte Pkwy.,
about 500 ft. south of
River Rock Rd., east side
of Salt Creek.
32.65745 -116.95239 Outfall 42 Persistent
143 SC-23 - 910.2
North side of Proctor
Valley Rd., about 300 ft.
east of Hunte Pkwy., next
to west end of concrete
ditch.
32.66175 -116.95438 Outfall 36 Persistent
144 SC-24 - 910.2
South side of Duncan
Ranch Rd., east of Hunte
Pkwy., fenced area south
side of concrete ramp.
32.66502 -116.95508 Outfall 48 Persistent
145 SC-25 - 910.2
West side of walking
path 150 feet north of
trail split, access from
community center (840
Duncan Ranch Rd.).
32.659217 -116.95280 Outfall 36 Transient
146 SR-1 - 909.12
East of trolley tracks,
north of Site SR-2, about
300 ft. north of E St.
32.64136 -117.0998 Outfall 36 Dry/No-Flow
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 20 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
147 SR-2-0 - 909.12
Outlet on the northeast
side of E St and railroad
track crossing.
32.63983 -117.09926 Outfall 18x54 Dry/No-Flow
148 SR-3 - 909.12
North of C St., east side
of Broadway bridge,
south side of channel.
32.64884 -117.09623 Outfall 48 Dry/No-Flow
149 SR-3-1 SR-3 909.12
First manhole upstream
of outfall in landscaping,
labeled "City of San
Diego sewer".
32.64875 -117.09622 Manhole 48 Dry/No-Flow
150 SR-5 - 909.12 West of 5th Ave., 300 ft.
north of C St. 32.650151 -117.09254 Outfall 42 Dry/No-Flow 151 SR-6 - 909.12
Southwest corner of 4th
Ave. and C St., in
channel.
32.65036 -117.08819 Outfall (2x) 31x45 Persistent
152 SR-7 - 909.12
South of 3rd Ave. and N.
Glover Ave., in back of
CVS Pharmacy.
32.64995 -117.08656 Outfall 48 Transient
153 SR-9 - 909.12
North end of Las Flores
Dr., next to 3 Las Flores
Dr.
32.65315 -117.07837 Outfall 48 Persistent
154 SR-10 - 909.12
Manhole in west side of
5th St., south of
Brisbane, between two
curb inlets.
32.65122 -117.09283 Manhole 42 Dry/No-Flow
155 SR-12-1 - 909.12
50ft south of the
eastbound onramp for
the 54 coming from N
Highland Ave.
32.653853 -117.08902 Outfall 18 Dry/No-Flow
156 SS-1 - 909.12
West of Country Vistas
Ln. cul-de-sac,
westernmost brow ditch.
32.66192 -117.01114 Manhole 36 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 21 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
157 SS-2 - 909.12
Left lane of northbound
lane in H St., conveyance
from north.
32.659046 -116.97725 Outfall 48 Persistent
158 SS-3-1 - 909.12 In sidewalk on northwest
side of H St. 32.659074 -116.97756 Manhole 42 Persistent 159 SS-5 - 909.12
South of Proctor Valley
Rd., west of Rolling Ridge
Rd., south of landscape
maintenance yard.
32.66442 -116.97977 Outfall 66 Persistent
160 SS-5-RW - 909.12 10ft south of outfall SS-5. 32.664368 -116.97976 Earthen Channel - Persistent
161 SS-10 - 909.12
Northwest corner of
Mount San Miguel Park,
at bottom of fire access
road.
32.67248 -116.97523 Outfall 42 Persistent
162 SS-10-1 SS-10 909.12
Second upstream
manhole from SS-10, first
upstream junction point.
32.67121 -116.9756 Manhole 42 Persistent
163 SS-11 - 909.12
East of the end of Janel
Way, culvert that outlets
from detention basin at
base of slope, west of SR-
125 freeway.
32.67694 -116.98859 Outfall 54 Persistent
164 SS-12 - 909.12
West side of Proctor
Valley Rd., south of San
Miguel Ranch Rd., outfall
west of detention basin.
32.67135 -116.99700 Outfall (2x) 30 Persistent
165 SS-13 - 909.12
Proctor Valley Rd., east
of Rolling Ridge Rd., in
street.
32.66400 -116.9771 Outfall 48 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 22 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
166 SS-13-1 SS-13 909.12 At west end of Mountain
Ridge Road. 32.66349 -116.97675 Manhole 48 Persistent
167 SS-14 - 909.12
North of Proctor Valley
Rd., at the end of Camino
La Puerta.
32.662926 -116.96748 Outfall 54 Persistent
168 SV-1-2 - 909.12
Manhole on the south
side of E Flower St.
between addresses 50
and 60 E Flower St.
32.649566 -117.06745 Manhole 42 Persistent
169 SV-2-8 - 909.12
Manhole in first parking
space to the west after
entering Bonita Glen
Drive entrance to
commercial center.
32.648135 -117.06437 Manhole 54 Transient
170 SV-3 - 909.12
North of 596 H St. in
sidewalk, south side of H
St.
32.63812 -117.03858 Manhole 42 Persistent
171 SV-4 - 909.12 In canyon behind 1009
Cordova Dr. 32.6331 -117.01586 Outfall 48 Persistent
172 SV-4-1 SV-4 909.12 Manhole in front of 1007
Cordova Dr. 32.63219 -117.01551 Manhole 48 Persistent
173 SV-5 - 909.12
In canyon west of Paseo
Ranchero, southernmost
pipe within energy
dissipater.
32.63340 -117.01153 Outfall 36 Persistent
174 SV-7 - 909.12
North side of E. H St.,
manhole in
sidewalk/landscaping.
32.63723 -117.0332 Outfall 18 Transient
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 23 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
175 SV-7-1 SV-7 909.12
On north side of Plaza Ct.
near Home Depot
driveway to loading
docks.
32.637665 -117.03079 Manhole 18 Transient
176 SV-8 - 909.12
North side of E. H St.,
manhole in sidewalk,
outlet from south only.
32.63675 -117.03213 Manhole 57 Persistent
177 SV-9 - 909.12
Meets receiving water
below ground in canyon
southwest on E H St. and
Paseo Del Ray
intersection.
32.63560 -117.03006 Outfall 42 Dry/No-Flow
178 SV-9-1 SV-9 909.12
Manhole at SW corner of
intersection of E. H St.
and Paseo Del Rey
32.63587 -117.02942 Outfall 42 Dry/No-Flow
179 SV-10 - 909.12
Man hole on eastbound
side of E H St. 200 ft east
of Terra Nova Dr.
32.638493 -117.04211 Manhole 42 Persistent
180 SV-10-1 SV-10 909.12
Manhole on north side of
E. H St.; east of Terra
Nova Dr.
32.638704 -117.04209 Manhole Persistent
181 SW-1 - 910.2
West side of Bay Blvd.,
across from 1075
complex.
32.60811 -117.09231 Outfall (2x)42 Dry/No-Flow
182 SW-2-1 - 910.2
At the intersection of
Main St and the
northbound onramp for
I-5.
32.59508 -117.0872 Manhole 33 Transient
183 SW-3 - 910.2
West of Industrial Blvd.,
200 ft. north of Dorothy
St.
32.60094 -117.08464 Outfall 64 Transient
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 24 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
184 SW-4 - 910.2
East of Hollister St. and
trolley tracks, north of
Hanson Aggregates truck
exit, access from
footbridge at Hanson
Aggregates.
32.59043 -117.08368 Outfall 36 Dry/No-Flow
185 SW-5 - 910.2 North side of Otay River,
behind 2383 Faivre Rd. 32.5911 -117.07974 Outfall 60 Transient 186 SW-6 - 910.2
East side of Beyer Blvd.,
400 ft. south of Hanson
Aggregates entrance,
south of Main St.
32.59124 -117.07315 Outfall 60 Transient
187 SW-7 - 910.2
West of 1011 Bay Blvd.,
west side of bike lane,
east of railroad tracks.
32.610991 -117.09218 Outfall (2x) 24 Dry/No-Flow
188 SW-8 - 910.2
West of 1045 Bay Blvd.,
west of bike lane, east of
railroad tracks.
32.609423 -117.09225 Outfall 12 Dry/No-Flow
189 SW-9 - 910.2
West of 1101 Bay Blvd.,
west side of bike lane,
east of railroad tracks.
32.606965 -117.09236 Outfall 24 Dry/No-Flow
190 SW-10 - 909.12
300 feet south of Faivre
St. cul-de-sac, near end
of paved area.
32.592131 -117.08185 Outfall 18 Dry/No-Flow
191 TC-5 - 909.11
About 500 feet east of
Paseo Del Rey and
Telegraph Canyon Rd.,
intersection at south side
of channel.
32.62692 -117.0328 Outfall 36 Dry/No-Flow
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 25 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
192 TC-6 - 909.11
Northwest of Paseo Del
Rey and Telegraph
Canyon Rd. intersection,
north side of channel,
under the bridge.
32.62768 -117.03423 Outfall 36 Persistent
193 TC-7 - 909.11
About 500 feet west of
Medical Center Dr. and
Telegraph Canyon Rd.
intersection, north side
of channel.
32.62609 -117.02842 Outfall 36 Dry/No-Flow
194 TC-8 - 909.11
Northwest corner of
Paseo Ladera and
Telegraph Canyon Rd.,
south side of channel.
32.62363 -117.02086 Outfall (2x) 42 Persistent
195 TC-9 - 909.11
South side of Telegraph
Canyon Rd., about 100 ft.
east of Buena Vista Wy.,
south side of channel
32.6237 -117.02053 Outfall 36 Persistent
196 TC-11 - 909.11
North side of Telegraph
Canyon Rd. (about 30 ft.
from curb inlet on road),
east of Paseo Ladera.
32.623969 -117.014809 Outfall (2x) 48 Persistent
197 TC-12 - 909.11
North of Telegraph
Canyon Rd., about 40 ft.
from road, south side of
creek.
32.624089 -117.014094 Outfall (2x) 48 Persistent
198 TC-13 - 909.11
North side of Telegraph
Canyon Rd., about 40 ft.
from road, south side of
creek.
32.62474 -117.01115 Outfall 36 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 26 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
199 TC-14 - 909.11
North of Telegraph
Canyon Rd., west of
Heritage Rd., south side
of creek.
32.62583 -117.00850 Outfall 60 Persistent
200 TC-16 - 909.11
South side of Telegraph
Canyon Rd., about 200 ft.
west of Buena Vista Wy.,
north side of channel.
32.62868 -117.00276 Outfall 42 Persistent
201 TC-17 - 909.11
South side of Telegraph
Canyon Rd., about 40 ft.
from curb inlet on road,
east of Buena Vista Wy.
32.62988 -117.00119 Outfall (2x)36 Persistent
202 TC-18 - 909.11
South side of Telegraph
Canyon Rd., about 200 ft.
E. of Buena Vista Wy.,
just east of "Eastlake
Design District" sign,
west of rock pathway,
north side of channel.
32.63061 -117.00023 Outfall 48 Transient
203 TC-19 - 909.11
South side of Telegraph
Canyon Rd., about 100 ft.
east of Buena Vista Wy.,
west of "Design District"
sign, south side of
channel.
32.62991 -117.00069 Outfall 48 Persistent
204 TC-20 - 909.11
About 100 feet north of
the north end of Santa
Madera Ave. cul-de-sac,
south side of channel,
access from dirt trail.
32.63277 -116.99634 Outfall 60 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 27 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
205 TC-21 - 909.11
South of Otay Lakes Rd.,
east of La Media Rd.
(western outlet).
32.638438 -116.989749 Outfall 42 Persistent
206 TC-22 - 909.11
South of Otay Lakes Rd.,
east of La Media Rd.
(eastern outlet).
32.638441 -116.989727 Outfall 54 Persistent
207 TC-23 - 909.11
South of Otay Lakes Rd.,
east of La Media Rd.,
next to foot trail.
32.638592 -116.988815 Outfall 48 Persistent
208 TC-25 - 909.11
South side of Telegraph
Canyon Rd., about 100 ft.
west of Rutgers Ave.,
north side of channel.
32.64113 -116.98405 Outfall 42 Persistent
209 TC-26 - 909.11
South of Otay Lakes Rd.,
about 20 ft. north of foot
trail.
32.64119 -116.981722 Outfall 60 Persistent
210 TC-27 - 909.11
North side of Telegraph
Canyon Rd., about 200 ft.
east of the entrance to
Otay Lake Lodge Mobile
Home Park, south side of
channel.
32.64216 -116.97987 Outfall 36 Persistent
211 TC-28 - 909.11
North side of Otay Lake
Rd., midway between
Saint Claire Dr. and
entrance to Otay Lakes
Lodge Mobile Home
Park.
32.64253 -116.97854 Outfall 36 Persistent
212 TC-29 - 909.11
Northwest corner of
Saint Claire Dr. and Otay
Lakes Rd.
32.64378 -116.97632 Outfall 48 Persistent
Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 28 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
213 TC-30 - 909.11
Under St. Claire Dr. in
channel, north side of
channel.
32.644029 -116.976066 Outfall 42 Persistent
214 TC-31 - 909.11
North side of Otay Lakes
Rd., south side of
channel across from
2060 Otay Lakes Rd.
32.64501 -116.97382 Outfall (2x) 36 Persistent
215 TC-36 TC-9 909.11
East side of Paseo
Ladera, about 500 ft.
north of Telegraph
Canyon Rd.
32.62487 -117.02032 Manhole 36 Persistent
216 TC-38 - 909.11
Moss St. and trolley
tracks intersection, catch
basin inside 694 Moss St.
32.61283 -117.0884 Other (2x)60 Dry/No-Flow
217 TC-40-1 - 909.11
The outlet structures of
the detention basin
located in the southwest
corner of the Eastlake
Village Marketplace
32.647426 -116.969919 Outfall (2x) 96 Persistent
218 TC-41 - 909.11
In turn lane on
Broadway, north of Moss
St.
32.614508 -117.08305 Manhole 66 Dry/No-Flow
219 TC-42 - 909.11 In landscaping median in
front of 970 Broadway. 32.614842 -117.083182 Manhole 48 Persistent 220 TC-43 - 909.11
South of Telegraph
Canyon Rd., north side of
channel.
32.639791 -116.987248 Outfall 36 Persistent
221 TC-44 - 909.11
North side of Telegraph
Canyon Rd., south side of
channel.
32.626875 -117.005944 Outfall 36 Persistent
222 TC-45 - 909.11 South of Otay Lakes Rd.,
north side of channel. 32.635923 -116.993103 Outfall 36 Transient Table 5 – Dry Weather Major MS4 Outfall Monitoring Inventory (cont.) 29 # Station ID Associated
Outfall1 HSA Location Description Latitude Longitude Conveyance Conveyance Size (in)
Current Flow
Classification2
223 WC-6 - 910.2
West of La Media Rd.,
across from detention
basin.
32.611954 -116.984433 Outfall 84 Persistent
Notes: DBC = Double Box Culvert. SBC = Single Box Culvert. 1 Proxy sites are visited in place of outfalls in some cases, e.g., when the outfall is not accessible. “Associated Outfall” re fers to the major MS4 outfall for which the proxy location is related to. When a site is the outfall itself and not a proxy, “N/A” is entered in the “Associated Outfall” column. 2 The Current Flow Classification category is assigned using the criteria in Section D.2 of the Municipal Permit. Sites that have been visited fewer than three times are categorized as “Unknown.”
Table 6 – Major MS4 Outfalls for Non-Storm Water Persistent Flow Monitoring Site Location Description HSA Latitude Longitude
ORW-15
In the channel south of Main Street,
approximately 200ft west of the intersection
between Main Street and Heritage Road.
910.2 32.59296 -117.00701
SC-8 East of S. Creekside Dr., across from Silver Springs Dr., access from gated road off of Olympic Pkwy. 910.2 32.63496 -116.94521 SC-17 West of Hawthorne Creek Dr. and Joshua Creek
Dr. intersection. 910.2 32.64815 -116.94727
SS-5 South of Proctor Valley Rd., west of Rolling Ridge Rd., south of landscape maintenance yard. 909.12 32.66442 -116.97977 SS-11
East of the end of Janel Way, culvert that outlets
from detention basin at base of slope, west of SR-
125 freeway.
909.12 32.676945 -116.988597
Table 7 – Physical Aesthetics Paired Receiving Water Monitoring Data Site Location Description HSA Latitude Longitude
C-1
West side of Bay Blvd., south of J St., south side of
channel under road, access from gate east side of
Bay Blvd.
909.12 32.621160 -117.094490
C-22 Behind 53 Shasta St., northeast side of channel. 909.12 32.636330 -117.066760 J-16 Along channels north of 1091 Hilltop Dr. 800 ft east from gate. 910.2 32.618457 -117.054264
ORW-1 South of Rancho Dr., southwest corner of Shadow
Pines condos, in canyon. 910.2 32.591250 -117.037900
PC-2 East of Maple Dr., north of Main St., west side of channel, behind 1671 Maple Dr. 910.2 32.59611 -117.04087 SW-4
West side of Bay Blvd., south of J St., south side of
channel under road, access from gate east side of
Bay Blvd.
910.2 32.590430 -117.083680
Table 8 – Major MS4 Outfalls in Focused Priority Area
Site ID Hydrologic
Subarea Latitude Longitude
C-1 909.12 32.62116 -117.09449
C-2 909.12 32.6214 -117.09393
C-3-1 909.12 32.6236 -117.09289
C-6 909.12 32.62918 -117.09507
C-9 909.12 32.63331 -117.09102
C-10 909.12 32.63879 -117.08536
C-10-1 909.12 32.63881 -117.08538
C-13 909.12 32.63869 -117.07956
C-14-0 909.12 32.63852 -117.07752
C-22 909.12 32.63633 -117.06676
C-23 909.12 32.62953 -117.09403
C-23-1 909.12 32.62959 -117.09388
C-24-0 909.12 32.62592 -117.09377
C-25 909.12 32.634 -117.0906
C-27 909.12 32.63529 -117.08737
C-29 909.12 32.63483 -117.10219
C-29-2 909.12 32.63494 -117.10225
C-29-3 909.12 32.63487 -117.10237
C-30 909.12 32.62428 -117.09459
C-30-1 909.12 32.62433 -117.09478
J-1 910.2 32.59239 -117.05917
J-2 910.2 32.59487 -117.06681
J-3 910.2 32.60097 -117.0659
J-6 910.2 32.60168 -117.06412
J-7 910.2 32.60622 -117.06266
J-9 910.2 32.60977 -117.06035
J-16 910.2 32.61845 -117.05426
J-19 910.2 32.60159 -117.06313
J-20 910.2 32.60995 -117.06001
J-22 910.2 32.60404 -117.06274
J-23 910.2 32.61785 -117.05669
J-24 910.2 32.59487 -117.06691
J-25 910.2 32.59317 -117.06678
J-26 910.2 32.59313 -117.06679
J-27 910.2 32.59263 -117.06405
J-27-1 910.2 32.59299 -117.0639
J-28-0 910.2 32.59142 -117.05584
ORW-1 910.2 32.59125 -117.0379
PC-1 910.2 32.59154 -117.04199
PC-2 910.2 32.59611 -117.04087
PC-35 910.2 32.59986 -117.03795
PR-6 910.2 32.61177 -117.03979
PR-7 910.2 32.59491 -117.04948
PR-8 910.2 32.6003 -117.04828
Table 8 – Major MS4 Outfalls in Focused Priority Area
Site ID Hydrologic
Subarea Latitude Longitude
SR-1 909.12 32.64136 -117.0998
SR-2-0 909.12 32.63983 -117.09926
SR-3 909.12 32.64884 -117.09623
SR-3-1 909.12 32.64875 -117.09622
SR-5 909.12 32.650151 -117.09254
SR-6 909.12 32.65036 -117.08819
SR-7 909.12 32.64995 -117.08656
SR-9 909.12 32.65315 -117.07837
SR-10 909.12 32.65122 -117.09283
SR-12-1 909.12 32.653853 -117.08902
SV-1-2 909.12 32.649566 -117.06745
SV-2-8 909.12 32.648135 -117.06437
SW-1 910.2 32.60811 -117.09231
SW-2-1 910.2 32.59508 -117.0872
SW-3 910.2 32.60094 -117.08464
SW-4 910.2 32.59043 -117.08368
SW-5 910.2 32.5911 -117.07974
SW-6 910.2 32.59124 -117.07315
SW-7 910.2 32.610991 -117.09218
SW-8 910.2 32.609423 -117.09225
SW-9 910.2 32.606965 -117.09236
SW-10 909.12 32.592131 -117.08185
TC-38 909.11 32.61283 -117.0884
TC-41 909.11 32.614508 -117.08305
TC-42 909.11 32.614842 -117.083182