HomeMy WebLinkAboutC804 Stormwater Pollution Prevention DetailsNo.
PROBLEM or CONCERN
YES
NO
N/A
1.
Is the site information posted at the entrance?
2.
Are all necessary permits attained and special provisions being implemented?
3.
Is a construction entrance installed? Is it effective? Is it enough
4.
Public and private streets are clean?
5.
Are appropriate practices installed where stormwater leaves the site?
6.
Silt fence is entrenched into the ground?
7.
Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn?
Terminated to higher ground? Property joined at ends?
8.
Sediment basins and traps are installed according to the plan? The pipe or rock spillway is functional?
9.
The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched?
10.
Diversions swales and /or waterbars are installed to 'Ian and rotected?
Perimeter practices have adequate capacity and do not need to be cleaned out?
11.
12.
Inlet protection is installed on all functional inlets? (not filter fabric under grate)
13.
Inlet protection is installed so water does not flow under it?
14.
The frame, cross bracing and /or stakes are adequate and meet specifications?
15.
The fabric, straw, mulch and /or stone is intact without holes or tears?
16.
Catch basin insert protection is installed where required?
17.
Sediment has been removed from the practice?
18.
Swales and ditches have been stabilized or protected?
19.
Stormwater outlets are adequately stabilized?
20.
Temporary stabilization of distributed ground has been addressed?
21.
Disturbed areas that will lie dormant for 15 days are planned to be protected?
22.
All protected dormant areas meet a minimum 70% coverage
23.
Growing vegetation has sufficient water and /or nutrients to grow?
24.
Permanent stabilization of disturbed ground is progressing through the project?
25.
Final grading and stabilization is progressing on completed areas?
26.
The soil has been properly prepared for seeding?
27.
Hard or soft armoring is installed where natural vegetation will erode?
28.
Water pumping operations have a protected outlet and discharge water is clear?
29.
A designated washout is established for concrete trucks?
30.
A dumpster is onsite for trash disposal?
31.
Fuel tanks and other toxic materials are safely stored and protected?
32.
Smaller construction sites not required to file a separate NOI are complying with the overall plan?
33.
34.
DATE:
3/1 /04
PROJECT NO.:
1238.V02
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORMWATER POLLUTION
PREVENTION DETAILS
DRAWING FILES:
N: \1238 \V002 \DWGS \C804.DWG
SHEET NO.:
#2 1 n
SPILL PREVENTION CONTROL and COUNTERMEASURES PLAN
PURPOSE:
The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and
equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable
water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining
shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines.
The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they
occur.
FACILITY DESCRIPTION:
Single Family Home Residential development.
SCOPE:
Definitions:
Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint,
cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, sludge, oil
refuse, and oil mixed with wastes including soil.
Discharge: includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or
dumping.
Navigable Waters: means all waters of the United States that are connected with a navigable stream, lake,
or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm
sewer) that eventually drains into a navigable stream].
PLAN REVIEW AND AMENDMENTS:
This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site,
construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated
material.
PREDICTION OF POTENTIAL SPILLS:
1. Nearest Navigable Water
Elliot Creek
2. Drainage System
All storm drainage leaves the office site by open ditches and closed storm systems to the east to Elliot
Creek. It then follows the ditch southeast.
3. Possible Spill Sources (During and post construction)
Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris
biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents,
chemicals, paint, herbicides and pesticides.
4. Groundwater Contamination
The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that
there is little or no possibility of post construction groundwater contamination. The facility does have city sanitary
sewer and city water.
ALERT PROCEDURE FOR SPILLS:
1. Any personnel observing a spill will immediately instigate the following procedure:
a) Dialing "0" from any telephone.
b) Notify the appropriate emergency personnel.
2. The Emergency Coordinator will then take the following actions:
a) Barricade the area allowing no vehicles to enter or leave the spill zone.
b) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling
the appropriate telephone number:
Office 317- 233 -7745
Toll Free 800- 233 -7745
Also the National Response Center at 800 424 -8802 and provide the following information:
Time of observation of the spill
Location of the spill
Identity of material spilled
Probable source of the spill
Probable time of the spill
Volume of the spill and duration
Present and anticipated movement of the
Weather conditions
Personnel at the scene
Action initiated by personnel
c) Notify the City of Carmel Fire Department
Phone: 9 -1 -1
spill
d) Notify the City of Carmel Police Department
Phone 9 -1 -1
e) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for
cleanup.
f) Coordinate and monitor cleanup until the situation has been stabilized and all spills have has been
eliminated.
Cooperate with the IDEM -OER on procedures and reports involved with the event.
9)
CLEAN -UP PARAMETERS:
1. The Developer Homeowners Association shall be continually kept informed maintain lists of qualified
contractors and available Vac trucks, tank pumpers and other equipment readily accessible for clean -up
operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be
kept on site.
2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed
of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or
new information on the prevention of spills and /or necessary alterations to this plan.
3. When spills occur which could endanger human life and this becomes a primary concern, the discharge of
the life saving protection function will be carried out by the local police and fire departments.
4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject
to the approval of the Indiana Department of Environmental Management.
5. Flushing of spilled materials with water will not be permitted unless so authorized by the Indiana Department
of Environmental Management.
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAM MAINTENANCE REQUIREMENTS
1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,
TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES.
2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE
IT.
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY
REPAIR ANY EROSION AND PIPING HOLES.
2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH.
3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED.
4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY.
5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH
FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE
SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION.
6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE
SPILLWAY ARE ABOVE DESIGN GRADE.
7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND
SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE.
SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS
1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF
NECESSARY.
2. INSPECT AFTER EACH STORM EVENT.
3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE
BARRIER.
4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS
1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL;
REPLACE THE GEOTEXTLE FABRIC, IF USED.
2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT
FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION.
3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE
GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM
PROPERLY.
EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY
EROSION BELOW THE BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING
IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS
1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM
EVENTS OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS
CONVEYED INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
CONRETE: POLLUTION PREVENTION HANDLING
The following steps will help reduce stormwater pollution from
concrete wastes:
1. Discuss the concrete management techniques described in this
BMP (such as handling of concrete waste and washout) with the
ready -mix concrete supplier before any deliveries are made.
2. Incorporate requirements for concrete waste management into
material supplier and
subcontractor agreements.
3. Store dry and wet materials under cover, away from drainage
areas.
4. Avoid mixing excess amounts of fresh concrete.
5. Perform washout of concrete trucks offsite or in designated
areas only.
6. Do not wash out concrete trucks into storm drains, open
ditches, streets, or streams.
7. Do not allow excess concrete to be dumped onsite, except in
designated areas.
8. For onsite washout:
Locate washout area at least 50 feet from storm drains, open
ditches, or water bodies.
Do not allow runoff from this area by constructing a
temporary pit or bermed area large enough for liquid and solid
waste.
Wash out wastes into the temporary pit where the concrete
can set, be broken up, and then disposed properly.
Avoid creating runoff by draining water to a bermed or level
area when washing concrete to remove fine particles and
expose the aggregate.
Do not wash sweepings from exposed aggregate concrete
into the street or storm drain. Collect and return sweepings to
aggregate base stockpile or dispose in the trash.
STORMWATER POLLUTION PREVENTION PLAN INDEX AND DATA
Al. Index provided below.
A2. Provided separately.
A3. This project consists of the construction of the Village of WestClay Section
V02 -A of a residential development containing 8 Single Family lots. Site
construction is to begin in April of 2004 and to be completed prior to April of 2005.
A4. See Sheet C100.
A5. For legal see Plat, LAT 39' 58' 17" N, LON 86' 11' 47" W, S 1/2, S28,
T18N, R3E
A6. See Development Plan, Sheet C101.
A7. 05120201090060
A8. NA
A9. Stormwater will discharge from the site into existing storm sewer networks within
the Villages of WestClay. The storm sewers are routed through several detention
ponds prior to discharging into Elliot Creek and an existing storm sewer system in
Claridge Farms Subdivision.
A10. None
All. Elliot Creek
Al2. None
A13. None.
A14. See sheet C102.
A15. See sheets C102 -103.
A16. See sheets C102 -103.
A17. See sheets C102 -103.
A18. See sheets C102 -103.
A19. See sheet C101.
A20. See sheet C101.
A21. Stockpile area shall be located as far away from ponds, existiing storm sewer
inlets, and existing swales. Stockpile shall not be located closer than 15 feet from
property line. Stockpile shall be immediately seeded and secured with silt fence.
A22. See sheet C102.
A23. See sheet C101.
B1. Sediment particles, oils, hydraulic fluids, fuel, grease, paint, concrete washout,
trash, cleaning agents, pesticides, pathogens, nutrients, etc
B2. See Specific Stormwater Pollution Prevention Control Notes on C804.
B3. See sheets C102 -C103 and C804.
B4. See sheets C102 -C103 and C804.
B5. See sheets C102 -C103 and C804
B6. See sheets C102 -C103 and C804.
B7. See sheets C102 -C103 and C804.
B8. See sheets C102 -C103 and C804.
B9. See sheets C102 -C103 and C804.
B10. See sheets C102 -C103 and C804.
B11. See sheets C102 -C103 and C804.
B12. See sheets C102 -C103 and C804.
B13. Material Handling and Spill Prevention Plansapply to source pollutants prior,
during, and post construction. Source pollutants can be but are not limited to
sediment, paint, cleaning agents, concrete washout (SEE C804), pesticides, nutrients,
trash, hydraulic fluids, fuel, oil, petroleum, grease and other equipment spills to be
removed from the project site. See sheet C804 for "Spill Prevention and
Countermeasure Plan" and "Monitoring and Maintenance Guidlines for Pollution
Prevention: Post Construction" Notes on these.
B14. See sheets C102 -C103 and C804.
B15. See sheets C102 -C103 and C804.
Cl. Sediment particles, grass clippings, leaves, oils, heavy metals, road salt, roof tars,
trash, hydraulic fluids, fuel, concrete washout, and other debris associated with single
family subdivisions, see BMP Manual.
C2. See BMP Manual.
C3. See BMP Manual.
C4. See BMP Manual.
C5. See BMP Manual.
Villages of WestClay- Section V02 -A
SPECIFIC STORMWATER POLLUTION PREVENTION CONTROL PLAN NOTES
This plan has been created in an effort to eliminate sediment from leaving the Villages of West Clay
Section V02 -A project during construction protecting the adjoining properties and Elliot Creek. The
majority of the existing watershed sheet drains flow prior to entering the existing streets storm
sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds
eventually discharging into Elliot Creek and Williams Creek.
There are 22 items that shall be done to reduce the risk of sediment from leaving the site and
entering the existing storm sewers.
PRECONSTRUCTION ACTIVITIES
1. Call the Indiana Underground Plant Protection Systems, Inc. "Holey Moley") at 1 -800- 382 -5544 to
check the location of any existing utilities. They should be notified two working days before
construction takes place.
2. A silt fence shall be installed at the edges of the project site where there is potential for any
stormwater runoff. Potential areas are identified as follows: South Lot lines of 268 -275, East Lot
line of 268, West Lot line of 275, north of future back of curb Hourglass Drive.
3. Curb Inlet Protection shall be installed at the intersections of: Hourglass Drive Parson's Gate,
Hourglass Drive& Bonaventure Avenue.
4. Inlet Protection shall be placed at the existing inlets along Hourglass Drive. They are located at
Station 24 +90.92 of Hourglass Drive.
5. Inlet Protection shall be placed at the existing beehive south of Lot 275.
6. Evaluate, mark, and protect important trees and associated root zones. Evaluate existing
vegetation suitable for use as filter strips along existing back of curb and alleys.
7. A construction entrance shall be placed per plan location east of the intersection of Parson's Gate
and the future location of Hourglass Drive.
8. Establish construction staging area for equipment and vehicles as far as from detention ponds and
existing storm sewer inlets as possible.
9. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5
NOI and Rule 5 inspection documentation.
CONSTRUCTION ACTIVITIES
10. Once erosion and sediment control measures are in place, begin land clearing followed immediately
by rough grading. A 10' strip of existing vegetative cover shall be left undisturbed along the interior
perimeter of the project as long as possible to serve as natural buffer zones. Rule 5 requires all
disturbed areas that will potentially be idle for 15 days or more are to be stabilized (seeded, mulched,
etc.) immediately.
11. Upon completion of rough grading, final grade and permanent seed pond banks, common areas,
swales, and earth mounds immediately after grading is completed.
12. Upon completion of ground stabilization, install sanitary sewer and storm sewers.
13. As storm sewers are installed, install inlet protection (silt fence). Install rip -rap upon completion of
end sections.
14. Once all sewer installation is complete and inlets protected, proceed with street and alley
construction.
15. Once pavement and curbs are in place, install curb inlet sediment barriers as well for paved area
inlets in alleys.
16. Once inlet protection is in place, final grade all areas. Upon completion of all grading, verify depth
of pond per plan requirement, dredge as needed. Upon completion of final grading or idle period
temporary seed all lots and permanently seed all common areas and easements as depicted on plan.
17. Any additional construction requiring land disturbing activities such as utility work must comply with
the same sequence set forth. All disturbed areas shall be immediately stabilized.
18. Complete periodic inspections and written evaluations on a form similar to the one on sheet C804.
POST CONSTRUCTION ACTIVITIES
GCG
0
PS
AREA TO BE TOPSOILED,
SEEDED AND MULCHED
BY OVER AT COMPLETION
OF CONSTRUCTION (TYP.),
SIDE YARD
DRAINAGE SWALE
0
I'
DROP INLET PROTECTION
GGG
CONCRETE SIDEWALK
III
0
RB INLET PROTECTION
CCC
0
EXISTING CURB GUTTER
CCC GCG
O 0
HOUSE
O 0
PERIMETER PROTECTION: SILT FENCE
STREET
REAR YARD
DRAINAGE SWALE
CCC
PERIMETER PROTECTION: SILT FENCE
0 0
GCC
GARAGE
0
SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL
ONE- OR TWO- FAMILY DWEWNG UNDER CONSTRUCTION
SCALE: NONE
CC
CCC
0
INDIVIDUAL LOT
EROSION CONTROL
PLAN LEGEND
PS PERMANENT SEEDING
u
PROPERTY LINE/
DRAINAGE SWALE
SILT FENCE
FINISHED DRAINAGE
EXISTING DRAINAGE
TREE CONSERVATION
GRAVEL ENTRANCE/
EXIT PAD
DROP INLET
PROTECTION
CURB INLET
PROTECTION
EROSION CONTROL BY HOUSE BUILDERS
SOIL SALVAGE AND
UTILIZATION
A. Temporary seeded areas established by the developer will be maintained by the
home builder and his sub contractors. Silt fences previously installed will be
maintained.
B. A construction drive to the house -site from the alley (or street if no alley
exists) shall be installed of Number 2 Stone, 6" thick and a minimum of 12' wide.
This shall be utilized for access to the house and any mud or dirt tracked into
the alley or street shall be promptly removed to a stable area (water shall not be
used to flush silt or mud into the storm sewer).
C. Prior to construction, silt fence is to be installed along the back of curb at
the front of the property and along the alley or at the edge of the rear drainage
easement at the rear of the property. The silt fence is to be installed prior to
construction and maintained until permanent vegetation (grass) is established.
D. When time is appropriate, and as soon as possible, roof down spout extenders
of non perforated rain_ tile should be extended to the street or other solid outlet
until a lawn is established.
E. Establish permanent ground cover and remove silt fence.
19. Inspect and maintain all erosion control measures as detailed in the erosion control measures and
maintenance requirements beginning immediately after installation and continuing until vegetation has
been sufficiently established and all construction activity is complete.
20. Remove individual inlet protection and straw bale dams, silt fences, etc only after seeding is
established in each area to the point where silt will not enter the lakes or storm sewer system.
21. Inspection and maintenance of all common areas and infrastructure improvements is the
responsibility of the owner /developer or his designee until improvements are accepted for maintenance
by the local agencies or utilities.
22. Inspection and maintenance of individual lots during home building is the responsibility of the home
builder or his designee until the home owner buys and thereby accepts responsibility for the individual
lot.
EVALUATION FOR CONSTRUCTION PROJECTS
A trained individual shall perform a written evaluation of the project site.
a. By the end of the next business day following each rainfall that exceeds 0.5"
b. A minimum of one (1) time per week
HOLEY MOLEY SAYS
e c DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
Project Name
Name of Trained Individual Date of Inspection
Is this Evaluation following a rainfall Yes
No If yes, date the rain stopped:
ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION
Identify the problem by number and /or provide additional explanation as needed.
Developer Representative contacted, name and date: Date:
Contractor Representative contacted, name and date: Date:
Report Submitted by Date:
Inches
00UO i rr
\)01\1 T. (c.77
co
N o
0000075
OSTATE NA 4.z OF
/NDIANP...
rL
DATE: 3/1/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
Cn C\2
°o
n l
z
z
C)