HomeMy WebLinkAboutSUNRISE - Recorded O&M Manual - 9.10.15 2
TABLE OF CONTENTS
BMP OWNER/CONTACT INFORMATION ................................................................... 3
BMP LOCATION AND DESCRIPTION ....................................................................... 3
MAINTENANCE AND INSPECTION GUIDELINES .......................................................... 4
ROUTINE MAINTENANCE ........................................................................................ 4
REMEDIAL MAINTENANCE ....................................................................................... 4
BMP INSPECTION ............................................................................................... 5
SEDIMENT REMOVAL ......................................................................................... 5
NATIVE POND BANKS ........................................................................................ 6
WETLAND PLANTING LIST .................................................................................. 7
STATEMENT OF COMPLIANCE .............................................................................. 8
BMP OWNER ACKNOWLEDGEMENT AGREEMENT ...................................................... 10
APPENDIX A .................................................................................................. 11
PAVEDRAIN MAINTENANCE ITEMS .............................................................................. 11
APPENDIX B .................................................................................................. 12
BMP SITE DRAWINGS .......................................................................................... 12
APPENDIX C .................................................................................................. 13
MAINTENANCE PLAN AND INSPECTION FORMS ................................................................... 13
3
BMP Owner/Contact Information
Old Town Development, LLC
1132 S. Rangeline Road
Carmel, IN 46033
Contact: Andrew Greenwood
Phone: (317) 341-5909
Email: andrew@oldtowndesigngroup.com
The BMP Owner is responsible for all costs associated with the maintenance and inspection of
all BMPs as required by the City of Carmel.
BMP Location and Description
A BMP, Best Management Practice, is defined as a structural measure (wetland, pond, sand
filter, mechanical unit, etc.) or non-structural measure (restrictive zoning, reduced
impervious area, etc.). BMP’s are designed for the benefit of water quality and quantity.
There are multiple BMP’s being utilized for this residential subdivision:
Multiple (5) wet pond detention basins (basins #1-#3, #5 & #6) and a native dry
detention facility (basin #4) shall be employed for the majority of the water quality and
quantity treatment from the subdivision. The wet ponds will collect all surface water
from impervious areas via storm sewer and drainage swales. The ponds will allow for
sediment to settle to the bottom of the facility, reducing the amount of sediment
leaving the site. The pond shall have a wetland shelf and the banks shall contain native
vegetation to aide in filtering the contained runoff. The native dry basin shall contain
native vegetation along the banks and bottom of the facility to aide in filtering the
runoff
A permeable paver system (PaveDrain) shall be utilized for runoff collection and
infiltration for the lots west of Ream Creek (Lot #123-Lot #142). The runoff shall pass
through the pavers into the underlying stone which will aide in removing sediment. The
paver system is located adjacent to Sundown Circle and Common Areas 7 & 8. After
the runoff has passed through the stone subgrade, it shall be directed to the adjacent
native dry detention facilities.
Detention facilities 7 & 8 shall employ existing native trees and plants for removal and
filtering of sediment from the runoff conveyed by the permeable paver system.
A vegetated drainage swale shall be installed along the western perimeter of the
subdivision. The vegetated swales shall remove pollutants via sheet flow properties.
All vegetated swales shall be kept free of any vegetated, impervious surfaces as this
would limit the efficiency of the pollutant removal.
Storm sewer structures 12, 14, 45, 47, 49, 57, 69, 72, 75, 83, 90, 92, 104, 106, 117,
122, 130, 134, 135 shall all contain 24” sumps. The sumps shall collect and store fine
sediment and organic debris from the runoff within the storm sewers.
The Sunrise on the Monon development is located along the west side Westfield Boulevard,
between 98th and 99th Streets. Please refer to Appendix B for site drawings of the BMP’s.
4
Maintenance and Inspection Guidelines
Maintenance and inspection as described below is the responsibility of the BMP owner. Any
additional procedures deemed necessary by annual City inspections shall be incorporated into
these guidelines.
Routine Maintenance
The owner shall be responsible for the following minimum operations for maintaining
the BMPs:
Removal of sediment, debris and litter from inlet and outlet structures within
the detention facilities and overall development.
Inspect the permeable paver surface to check for any surface ponding that might
indicate possible clogging of the pavers. In addition, no contaminants shall be
dumped onto the pavers, or into the drainage inlets.
Inspect pavers for ruts, deformations, or broken units.
Inspection and removal of debris and sediment from storm sewer inlets
containing sumps.
Mowing and/or trimming vegetation within the grassed common areas. All
clippings should be removed and properly disposed of.
Maintaining/replacing native plantings on the pond banks and wetland shelves.
Mowing and/or trimming vegetation within the native vegetated detention
facilities shall occur two times per year. All clippings/trimmings shall be
removed and properly disposed of.
Inspect the native vegetated BMP’s for presence of invasive species, if invasive
items are present, they shall be removed immediately by digging up the invasive
plantings. In no instance, shall weed killer be used to remove invasive items
from the native vegetation.
Maintaining PaveDrain permeable pavers per manufacturer’s recommendations.
Maintain and update the BMP Operations and Maintenance Manual as necessary.
Remedial Maintenance
The owner shall be responsible for correcting and/or replacing any portions of the BMP
in unsatisfactory condition. This includes, but is not limited to:
Repairing/replacing the outlet control structure.
Replacing any portion of the inlet/outlet pipes or end sections within the
detention facilities.
Replacing any broken or deformed paver units.
Replacing riprap as necessary at all storm sewer outlets.
Grading and reseeding eroded areas of the native dry basins, vegetated swales
and the overall development.
5
BMP Inspection
Annual inspections of permanent BMPs shall be performed by the City. Routine
inspections are the responsibility of the BMP owner. These inspections shall be
accomplished as scheduled below:
MAINTENANCE ITEM INSPECTION SCHEDULE
Emergency Spillways Quarterly and After Major Storms
Outlet Control Structures Quarterly and After Major Storms
Storm Sewer Sumps Monthly and After Major Storms
Permanent Pools Quarterly and After Major Storms
Basin Side Slopes and Bottom Quarterly and After Major Storms
Native Vegetated Detention Facilities Monthly and After Major Storms
PaveDrain Permeable Pavers Monthly and After Major Storms
Vegetated Drainage Swales Monthly and After Major Storms
Riprap and Rock Chutes Monthly and After Major Storms
Miscellaneous Monthly
The approved maintenance plan and inspection forms provided in Appendix C shall be
used as guidance for performing maintenance and inspections activities. These forms
shall be retained by the BMP owner and produced upon request by the City.
The City shall be notified of any changes in BMP ownership, major repairs, or BMP
failure in writing within 30 days. Furthermore, an annual inspection report shall be
submitted to the City of Carmel. All reports and notification shall be addressed to:
City of Carmel - Department of Engineering
Attn: Stormwater Administrator
One Civic Square
Carmel, IN 46032
In the event that the City finds a BMP in need of maintenance or repair, the City will
notify the BMP owner of the necessary maintenance or repairs and give the landowner a
timeframe for completing the maintenance or repairs. If the maintenance or repairs
are not completed within the designated timeframe, the City shall perform the repairs
or maintenance and bill the landowner for the actual costs for the work. All
maintenance costs associated with the site BMP shall be the responsibility of the owner.
Sediment Removal
Sediment accumulation in the detention basin shall be inspected on a quarterly basis and after
major storm events. Sediment accumulation in the sumps shall be inspected on a monthly
basis and after major storm events. Removal of the sediment accumulation shall be
completed as necessary as visual inspection indicates. The sedimentation and any other
debris taken from the detention basin shall disposed in compliance with all applicable
Federal, State and Local requirements. The removal of sediment shall be accomplished by
6
methods which will not disturb or destroy the basin bottoms, side slopes, inlet structures, or
spillways. Immediate remedial maintenance shall be completed in the case of any of the
aforementioned occurrences.
Native Pond Banks
The detention facility banks shall consist of the following seeding specifications. In the event
that erosion occurs, this seeding mixture shall be used.
Ounce/Acre Binomial Name Common Name
16 Andropogon Gerardii Big Bluestem
2 Carex Annectans Xanthocarpa Yellow Fox Sedge
2 Carex Fankii Frank’s Sedge
6 Carex Vulpinoidea Fox Sedge
32 Elymus Canadensis Canada Wild Rye
32 Elymus Virginicus Virginia Wide Rye
2 Glyceria Striata Fowl Manna Grass
4 Panicum Virgatum Switchgrass
16 Sorghastrum Nutans Indian Grass
1 Aster Ericoides Heath Aster
2 Aster Novae-Angliae New England Aster
2 Baptisia Leucantha White False Indigo
3 Cassia Hebecarpa Wild Senna
3 Coreopsis Tripteris Tall Coreopsis
4 Echinacea Purpurea Purple Coneflower
3 Heliopsis Helianthoides False Sunflower
2 Liatris Spicata Dense Blazing Star
1 Monarda Fistulosa Bergamot
2 Penstemon Digitalis Foxglove Beardtongue
1 Pycnanthemum Virginianum Mountain Mint
4 Ratibida Pinnata Yellow Coneflower
3 Rudbeckia Fulgida Speciosa Showy Black Eyed Susan
4 Rudbeckia Hirta Black Eyed Susan
3 Rudbeckia Subtomentosa Sweet Black Eyed Susan
2 Silphium Integrifolium Rosinweed
7
Wetland Planting List
The detention pond wetland shelf shall consist of the following planting specifications. In the
event that plants don’t survive, this planting list shall be used.
Binomial Name Common Name
Carex Lacustris Lake Sedge
Sagittaria Latifolia Arrowhead
Acorus Calamus Sweet Flag
Iris Versicolor Wild Iris
Iris Virginica Shrevei Blue Flag
Saururus Cernuus Lizard Tail
Plants Shall Be Spaced 24” On Center About The Wetland Shelf
11
APPENDIX A
PaveDrain Maintenance Items
Maintenance Manual
The PaveDrain® System is a one of kind paving surface that takes all
of the positive attributes of traditional paving surfaces and puts them
together into one single permeable paving surface.
Flexible paving surface
o Our cracks are built into the surface…no costly or
environmentally harmful tar sealing is required.
Permeable paving surface
o Let the stormwater infiltrate like Mother Nature intended.
Internal storage chamber for stormwater management
o Up to one inch of additional stormwater is held in the arch.
Replaceable units
o Minimal labor, minimal equipment…quick, cheap repairs.
Minimal Maintenance
o PaveDrain Vac Head; Safe, economical, effective combination
sewer truck option.
o System Removal. Although unlikely, it is an option.
Questions & Answers
Q: How often should the PaveDrain System be vacuumed/swept or
maintained?
A: This will depend on the project. Following the initial installation, the PaveDrain
system should be checked bi-monthly to assess the amount of infiltration still occurring.
Ideally, the visual inspection should occur during a rain event. A residential or urban
setting with a significant amount of debris may need to be checked more frequently in
order to properly determine an appropriate maintenance schedule.
The BEST maintenance option of the PaveDrain system is the use of the
PaveDrain VAC Head.
PaveDrain VAC Heads are available from local distribution.
http://www.pavedrain.com/pdf/PaveDrain-Sales-Distribution-Partners.pdf
A video of the PaveDrain VAC head in action is available on line.
http://www.youtube.com/watch?v=l2U-4xsy3wo
Unlike other permeable systems, even if maintenance is not regularly
carried out, the PaveDrain system can be back in working order with the use
of the PaveDrain VAC Head.
Although not required, it is recommended that any existing vegetation be sprayed with
an appropriate vegetation killer several days prior to use of the PaveDrain VAC Head.
Combination Sanitation truck with
1,500 gallon water tank.
Two years of stormwater runoff from adjacent asphalt, mulched flower beds
and flowering trees.
BEFORE AFTER
○ Weight is under 50 lbs.
○ Swivel handle for ease of moving.
○ (2) swivel wheels at the front.
○ (2) rigid wheels at the back.
○ Hard rubber debris guard around deck.
○ 36” diameter deck with (2) 15” wands.
○ (2) 15” wands with (8) nozzles.
○ Continuous suction up to 2,500 CFM.
○ Up to 2,000 psi water displacement.
○ 30” angled suction port.
1.36” diameter circular deck (maximum 2,500 cfm).
2.Green Carrying Handles.
3.Cotter Pins for attaching removable handle.
4.30” Angled suction port located on underside of circular deck (maximum 2,500 cfm).
5.6” diameter hose attachment (maximum 2,500 cfm).
6.Water hose connection manifold (maximum 2,000 psi).
7.(2) - Rigid pneumatic wheels.
8.Hard Rubber debris guard.
9.(2) - wands with 8 nozzles located on underside of circular deck (maximum 2,000 psi).
10.(2) - 360° Swivel pneumatic wheels.
1
2
7
5 4
9
8
3
6
The last resort for maintenance of the PaveDrain System is the removal of the
blocks/mats and the subsequent cleaning of the aggregate layer. Once cleaned, then
everything is RE-Installed as a sustainable stormwater solution.
Q: Can the PaveDrain System be snow plowed with steel snow plow blade?
A: Yes. However, it should be noted that the edges of the block may be scored or
slightly damaged by a steel snow blade. (SEE BELOW).
Fast, Clean, Quiet Snow Removal:
Our edges have a “squeegee action” to
clean faster, better & much quieter than
steel cutting edges.
Q: Should the PaveDrain System be sealed?
A: A sealant is not discouraged, but it is not mandatory. A sealant is an economical way
to assist the PaveDrain System to resist the damage caused by salting of adjacent
hardscape surfaces. Sealing of the PaveDrain System will increase its longevity. Some of
the more popular brands are shown below. Both are available in 55 gallon drums.
Natural Look – iN www.techniseal.com/web/product.php?prodID=291
Its distinctive feature is its ability to protect without changing the appearance of the
surface. As an oil repellent, it makes cleaning easier by preventing oil, grease
(barbecue) and dirt from penetrating the material. As a water-repellent, it helps prevent
the appearance of mold and protects against water damage. Easy to apply, it provides
maximum effectiveness and durability. It won’t make surfaces more slippery and hence is ideal for protecting pool decks, patios, steps, sidewalks, etc. It resists the elements
(freeze-thaw cycles, sun, rain, etc.), as well as salt.
SRW (PS-X) Penetrating PAVER www.srwproducts.com SEALTM
SSSPLUS10 55GAL 485 lbs
Used to protect and seal any clean and dry cementitious surface, above ground, vertical
or horizontal. It protects the surface against damaging effects of water intrusion, acid
rain, deicing chemicals, freeze/thaw exposure, airborne dirt, smog, industrial fumes, and most other atmospheric chemicals. It retains the original appearance of pavers, brick,
retaining walls, stone, masonry, cultured stone and concrete surfaces with a non-
yellowing UV resistant finish.
Q: Should the PaveDrain System be salted or sanded?
A: A light salting is preferred over sanding. Covering the PaveDrain surface with a
heavy dose of salting is not recommended. Salting is hard on everything, sanding will
help with traction, but also has the adverse effect of washing the sand between the
joints and into the base material, which will decrease the performance of the base
material. Of note, it will take years if not decades to show any decreased drainage
Code Size Color Coverage
221-
318
55
gallons
- Covers up to 6600 sq. ft.
performance to the PaveDrain System’s aggregate bedding layer in typical parking lot
applications.
Pre-wetting salt has become common. Wetting provides moisture to make brine. Faster
melting action may occur. In addition, the wet salt has less of a tendency to bounce off
the surface during installation or by traffic therefore saving money.
While any liquid de-icing chemical can be used to pre-wet, liquid calcium chloride is
used widely. Applications of 6-10 gallons per cubic yard of salt are recommended.
Calcium chloride has the added advantage of producing extra melting due to its
effectiveness.
NOTE: NO MATTER HOW MUCH CARE IS TAKEN…ICE AND SLIPPING IS
ALWAYS A POSSIBILITY!
Q: Can an individual PaveDrain Block be replaced?
A: If a PaveDrain block breaks under pressure or sudden impact, it is easy to replace
the single block without having to pull out the entire mattress. Follow one of these
Two Methods to repair a single block.
Method 1: PaveDrain Extractor
Cut the (2) cables on each
side of the PaveDrain block
using a thin, rigid knife. A
hand-held reciprocating saw
with a thin, rigid metal
blade can also be used.
Step 1
**The Polyester cables (as shown in Step 1 above) can be cut and removed. It will not
affect the performance of the PaveDrain system.
Step 2
Step 3
Adjust the PaveDrain Extractor
so that it will pick from the two
flat sides of a PaveDrain block.
Pull and move handle of
extractor back and forth to
remove damaged block.
Once the damaged block is
removed, debris should be
cleaned out of area. Use the
PaveDrain extractor to
install the new block.
Method 2: Break out the Block
Step 1
Break out the broken block using a 3
lb. hammer, being careful not to
damage any surrounding blocks. It is
best to start in the middle of the block
and work your way out. A concrete
masonry chisel can help as well.
Step 3
Once the block is free, perform one final
check to clear the cables and any block
pieces that may have collected under
adjacent blocks. Pull as much slack as
possible from the cables. This will allow
you to tuck the cable into the arch of
the replacement bock.
Step 4
Step 5
Now that the damaged block is fully
removed, you are ready to install the
new block. Line up the replacement
block to fit the hole where the old block
was.
Slide the new block down into place.
You may use a rubber mallet to tamp it
down securely at the edges, be sure not
to damage the new block by using your
3 lb hammer with too much force.
Please go to www.pavedrain.com and review the Maintenance Video
located under the “media” section or the “installation and maintenance”
section of the site.
**The Polyester cables (as shown in Step 3 above) can be cut and removed. It will not
affect the performance of the PaveDrain system.
12
APPENDIX B
BMP Site Drawings
P
L
A
N
V
I
E
W
P
R
O
J
E
C
T
L
O
C
A
T
I
O
N
SUN
D
O
W
N
C
I
R
C
L
E
SUN
D
O
W
N
C
I
R
C
L
E
MOR
N
I
N
G
C
R
E
S
T
C
T
PL
A
N
V
I
E
W
MA
T
C
H
L
I
N
E
C
MATCHLINE A
SUN
D
O
W
N
C
I
R
C
L
E
SU
N
D
O
W
N
C
I
R
C
L
E
PL
A
N
V
I
E
W
MA
T
C
H
L
I
N
E
B
MATCHLINE A
WIN
D
P
U
M
P
W
A
Y
EVENS
T
A
R
BLVD
PL
A
N
V
I
E
W
MA
T
C
H
L
I
N
E
E
MATCHLINE D
MA
T
C
H
L
I
N
E
B
WIN
D
P
U
M
P
W
A
Y
SUN
D
O
W
N
C
I
R
C
L
E
SUN
D
O
W
N
C
I
R
C
L
E
DAYLIGHT DRIVE
E
V
E
N
S
T
A
R
B
L
V
D
WIN
D
S
O
N
G
L
A
N
E
PL
A
N
V
I
E
W
MA
T
C
H
L
I
N
E
F
MATCHLINE D
MA
T
C
H
L
I
N
E
C
WINDPUMP WAY
BU
C
K
L
E
B
U
R
Y
L
A
N
E
NO
R
T
H
E
R
N
L
I
G
H
T
S
L
A
N
E
WIN
D
S
O
N
G
L
A
N
E
LIG
H
T
S
L
A
N
E
NO
R
T
H
E
R
N
PL
A
N
V
I
E
W
MA
T
C
H
L
I
N
E
I
MATCHLINE G
MA
T
C
H
L
I
N
E
F
EVENSTAR BLVD
BU
C
K
L
E
B
U
R
Y
L
A
N
E
LIG
H
T
S
L
A
N
E
NO
R
T
H
E
R
N
PL
A
N
V
I
E
W
MA
T
C
H
L
I
N
E
H
MATCHLINE G
MA
T
C
H
L
I
N
E
E
WE
S
T
F
I
E
L
D
B
L
V
D
MO
R
I
N
G
S
T
A
R
L
A
N
E
EVENSTAR BLVD
PL
A
N
V
I
E
W
MATCHLINE J
MA
T
C
H
L
I
N
E
H
TBM#1
WE
S
T
F
I
E
L
D
B
L
V
D
99th STREET
MO
R
I
N
G
S
T
A
R
L
A
N
E
MO
R
I
N
G
S
T
A
R
L
A
N
E
WINDPUMP WAY
PL
A
N
V
I
E
W
MATCHLINE J
MA
T
C
H
L
I
N
E
I
P
L
A
N
V
I
E
W
T
Y
P
I
C
A
L
D
E
T
E
N
T
I
O
N
P
O
N
D
S
E
C
T
I
O
N
DETENTION FACILITY #1 OUTLE
T
S
T
R
U
C
T
U
R
E
STR. NO. 147
D
E
T
E
N
T
I
O
N
P
O
N
D
S
N
A
T
I
V
E
B
A
N
K
&
W
E
T
L
A
N
D
S
H
E
L
F
L
O
C
A
T
I
O
N
S
P
L
A
N
V
I
E
W
DETENTION FACILIT
Y
#
4
O
U
T
L
E
T
S
T
R
U
C
T
U
R
E
ST
R
.
N
O
.
1
4
4
T
Y
P
I
C
A
L
D
R
Y
B
A
S
I
N
S
E
C
T
I
O
N
B
A
S
I
N
4
P
L
A
N
V
I
E
W
T
Y
P
I
C
A
L
D
E
T
E
N
T
I
O
N
P
O
N
D
S
E
C
T
I
O
N
DETENTION FACILITY #5 OUTLE
T
S
T
R
U
C
T
U
R
E
STR. NO. 143
B
A
S
I
N
5
&
6
D
E
T
E
N
T
I
O
N
P
O
N
D
S
N
A
T
I
V
E
B
A
N
K
&
W
E
T
L
A
N
D
S
H
E
L
F
L
O
C
A
T
I
O
N
S
P
L
A
N
V
I
E
W
D
E
T
E
N
T
I
O
N
F
A
C
I
L
I
T
I
E
S
#
7
&
#
8
C
R
O
S
S
-
S
E
C
T
I
O
N
DETENTION FACILI
T
Y
#
8
O
U
T
L
E
T
S
T
R
U
C
T
U
R
E
D
E
T
A
I
L
S
T
R
.
N
O
1
4
6
P
L
A
N
V
I
E
W
S
T
O
R
M
M
A
N
H
O
L
E
T
Y
P
E
'
A
'
D
E
T
A
I
L
W
I
T
H
2
'
S
U
M
P
(
F
O
R
P
I
P
E
S
I
Z
E
S
1
2
"
T
H
R
U
2
4
"
)
P
R
O
T
E
C
T
I
O
N
S
I
G
N
A
G
E
R
O
C
K
C
H
U
T
E
D
E
T
A
I
L
C
R
O
S
S
S
E
C
T
I
O
N
T
O
P
V
I
E
W
D
E
T
A
I
L
R
O
C
K
C
H
U
T
E
R
O
C
K
C
H
U
T
E
T
Y
P
I
C
A
L
SUBSURFACE DRAIN CLEANOUT
D
E
T
A
I
L
D
R
A
I
N
A
G
E
S
W
A
L
E
D
E
T
A
I
L
MODIFIED INLET WITH 2' SUM
P
"
P
R
E
S
E
R
V
A
T
I
O
N
A
R
E
A
"
S
I
G
N
A
G
E
VEGETATED SWALE DETAIL
13
APPENDIX C
Maintenance Plan and Inspection Forms
Outlet Control Structures
1. Low & High Flow Orifice
2. Trash Present
A. Location
B. Corrosion
3. Excessive Sediment Buildup
4. Concrete/Masonry Condition
A. Cracks or Displacement
B. Spalling
5. Outlet Pipe Condition
6. Outfall Channel Functioning
7. Other (Describe)
Storm Sewer Structures w/ Sumps
1. Sediment/Trash Present
2. Concrete/Masonry/PVC Condition
A. Cracks or Displacement
B. Spalling
3. Inlet/Outlet Pipe Conditions
4. Other (Describe)
Vegetated Native Dry Detention Facilities & Vegetated Swales
1. Encroachment Into Basin
A. Location
B. Describe
2. Erosion Present
A. Location
B. Describe
3.Trash/Debris Present
A. Location
B. Describe
4. Vegetation
A. Condition
B. Invasive Species Presence
C. Describe
5. Sediment Buildup
Phone Number:
Site Status:
Date:
Time:
Inspector:
Satisfactory/
Unsatisfactory CommentsMaintenance Item
Operation, Maintenance, and Management Inspection Checklist for BMP Owners
Sunrise on the Monon Subdivision
Owner Name & Address:
Embankment & Emergency Spillway
1. Leaks/Seeps
A. Location
B. Describe
2. Trash/Sediment/Debris Present
A. Location
B. Describe
3. Areas of Erosion
A. Location
4. Vegetation
5. Animal Burrows
6. Drains Clear & Functioning
7. Spillway Clear of Obstructions
Detention Ponds
1. Floatable Debris/Trash Present
2. Erosion Present
A. Location
B. Describe
3. Damaged Signage
A. Location
B. Describe
4. Vegetation
A. Condition
5. Sediment Buildup
6. Visible Pollution
Miscellaneous
1. Endsection Headwalls
2. Encroachment into Detention Areas
3. Complaints From Residents
4. Public Hazards (Describe)
Additional Comments
Actions to be Taken
Maintenance Item
Satisfactory/
Unsatisfactory Comments