HomeMy WebLinkAbout08120012 Carmel Executive Suites (117th & College) Large Plan Pg 8U,
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CARMEL EXECUTIVE SUITES
PART OF THE SE QUARTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3
EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
OWNER
SUBDIVIDER
DESCRIPTION OF REAL ESTATE:
SEE PLAN SHEET 7 OF 14.
YEAGER PROPERTIES, INC.
28 S. 8TH STREET
NOBLESVILLE, IN. 46060
NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECT.
THE PURPOSE OF THIS PROJECT IS TO CREATE ONE BUILDING LOT. THE
PROPOSED LOT IS APPROXIMATELY 2.98 ACRE AND IS CURRENTLY COVERED
WITH MEDIUM GRASS AND WEEDS. THE PROPOSED PROJECT CONSISTS OF
THE CONSTRUCTION OF A PRIVATE "COMMERCIAL TYPE" BUILDING, FOR
PLANNING PURPOSES. THE BUILDING FOOTPRINT SIZE IS APPROXIMATELY
11,200 SQUARE FEET. STORM DRAINAGE CALCULATIONS ARE INCLUDED
HEREIN.
LEGAL DESCRIPTION OF THE PROJECT SITE (INCLUDE LATITUDE AND
LONGITUDE -NOI REQUIREMENT).
39 °57'36.0 "N, 86 °08'47.5 "W (WGS84 /NAD83)
UTM 16 572895E 4423666N (WGS84 /NAD83)
Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East of the
Second Principal Meridian in Hamilton County, Indiana, being a par of the REI REAL
ESTATE SERVICES, LLC property as described in Instrument No. 200200082652, in the
Hamilton County recorders Office, being more particularly described as follows:
Beginning at the Northwest corner of Lot 1 MERIDIAN TECHNOLOGY CENTER
STRATEGIC MARKETING AND RESEARCH secondary plat as recorded as Instrument
No. 2007012842, in Plat cabinet 4,Slide 260 in said Recorders Office, said point being
marked by a Schneider capped rebar; thence along the west line of said REI Real Estate
Services LLC property, North 00 degrees 00 minutes 00 seconds East a distance of
517.60 feet to a P.K. nail at the northwest corner thereof; thence South 62 degrees 10
minutes 57 seconds East a distance of 82.64 feet to a P.K. nail and a curve having a
radius of 500.00 feet, the radius point of which bears South 27 degrees 49 minutes 03
seconds West; thence Southerly along said curve an arc distance of 577.88 feet to the
northeast corner of said secondary plat; thence along the north line thereof South 89
degrees 43 minutes 38 seconds West 338.52 feet to the point of Beginning, containing
2.98 acres more or less.
Subject to all applicable easements and rights of way of record.
1. HYDROLOGIC UNIT CODE (14 DIGIT).
05120201090040
2. IDENTIFICATION OF ALL RECEIVING WATERS.
WR FERTIG REGULATED DRAIN (ENCLOSED 36" DRAIN) to COOL CREEK to
WHITE RIVER.
3. PRE CONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK
DISCHARGE (10 YEAR STORM EVENT).
SEE THE ATTACHED DRAINAGE COMPUTATIONS.
4. SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE.
ALL STORMWATER RUNOFF FROM PAVEMENT WILL LEAVE THE SITE VIA THE
PROPOSED ENCLOSED SYSTEM CONNECTED TO STRUCTURE NO. 101.
STORMWATER FROM THE BUILDING ROOF TOP WILL FLOW INTO AN
INFILTRATION TRENCH AND FLOW INTO AN EXISTING INLET STRUCTURE AT THE
SOUTHWEST CORNER OF THE SITE. THE GRASS AREAS ALONG THE
PERIMETER OF THE STIE WILL SHEET FLOW AS CURRENT CONDITIONS
INDICATE. THE EMERGANCY FLOOD ROUTING IS INDICATED ON THE GRADING
PLAN OF THE PLAN SET. SEE SHEET 5 OF THIS SET.
5. IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUND WATER
(ABANDONED WELLS, SINKHOLES, ETC).
N/A
6. SOILS MAP OF THE PREDOMINANT SOILS TYPES:
SEE SOILS MAP ON SHEET 8 OF 14.
7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH
CONSTRUCTION ACTIVITIES.
MATERIAL STORAGE, EXPOSED SOILS, LEAKING VEHICLES AND /OR
EQUIPMENT ANY SPILLS NOTICED WILL NEED TO BE CLEANED
IMMEDIATELY. EXPOSED SOIL WILL BE TEMPORARILY SEEDED IF NO
ACTIVITY IS TAKEN PLACE.
8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES:
SEE PLAN SHEETS 7, 9 10 FOR SWPPP RELATED DETAILS.
9. GENERAL CONSTRUCTION SEQUENCE.
1) INSTALL CONSTRUCTION ENTRANCE
2) INSTALL PERIMETER BMP'S
PROVIDE EARTHMOVING INSTRUCTIONS THAT COMPLIMENT
EROSION AND SEDIMENT CONTROL PLAN.
3) BEGIN EARTHWORK;
CONSTRUCT STONE ENTRANCE AND STAGING AREA
START BUILDING CONSTRUCTION
FINISH GRADE SEED SWALES AND SLOPED AREAS
TEMPORARY SEED ALL DISTURBED AREAS
4) INSTALL STORM AND SANITARY SEWER UTILITIES
5) INSTALL INLET PROTECTION AS STORM STRUCTURES ARE COMPLETED
INSTALL INLET PROTECTION BASKETS WHILE NO PAVEMENT IS IN PLACE
INSTALL DANDY BAGS AT TIME OF PAVEMENT INSTALLATION
6) COMPLETE PARKING LOTS AND CURBS
7) TEMPORARY SEED ALL DISTURBED AREAS
8) COMPLETE BUILDING
9) FINAL GRADE AND LANDSCAPING PER LANDSCAPE PLAN
10) COMPLETE FINAL SEEDING OF REMAINING DISTURBED AREAS
11) MAINTAIN ALL EROSION CONTROL AND SEDIMENT CONTROL
PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY
STABILIZED.
10. LOCATION OF PROPOSED STOCKPILES, BORROWS AND /OR DISCPOAL
AREAS.
11. TEMPORARY PERMANENT SURFACE STABLIZATION METHODS
APPROPRAITE FOR EACH SEASON.
SEE PLAN SHEET 9 OF 14 FOR SEEDING AND MULCH APPLICATION
INFORMATION.
12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL
BUILDING LOTS.
N/A
13. MATERIAL HANDELING, STORAGE AND SPILL PREVENTION PLAN.
IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS
DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS
MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR
SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE
THAT THEY IMPLEMENT THE PLAN AS WELL.
1. CONSTRUCTION EQUIPMENT
a. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS
INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT
SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED
BY THE OWNER, SO THAT SPILLS ARE LIMITED TO ONE
LOCATION ON THE SITE, WHICH WILL FACILITATE THE
CLEANUP OF SPILLS. IF AN ONSITE FUELING TANK IS
PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND
STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN
AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE
INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE
FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING
THE CONTAMINATED SOIL OR STONE WHICH SHALL
IMMEDIATELY BE CLEANED UP BY REMOVING THE
CONTAMINATED SOIL OR SURFACES SHALL BE SOAKED UP BY
AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE
ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER
THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE
CONTRACTOR'S SUPERINTENDENT.
b. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST
BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF
FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT
A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION
SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE
REPAIRED ONSITE IT SHOULD BE MOVED TO THE
MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE,
SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER
THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED
FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A
PROPER MANNER.
c. ALL REUSABLE FLUID CONTAINERS, SUCH AS
GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH
TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID
SHALL BE REMOVED FROM THE CONTAINER IN A PROPER
MANNER AND THE CONTAINER DISPOSED OF IN AN
ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS,
SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE
FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE
DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT
ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION
SITE.
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING
a. EROSION CONTROL MEASURES SHOWN ON THESE
PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING
CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE
SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED
AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE
PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE
MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS
BARE SOIL DURING DRY AND /OR WINDY WEATHER, AND BY
APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL
MEASURES TO THE SOIL. UPON COMPLETION OF
CONSTRUCTION AND SUITABLE ESTABLISHMENT OF
PERMANENT VEGETATION, TEMPORARY EROSION CONTROL
MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET
PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO
MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS
DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY
REVEGETATED.
b. LARGE WASTE MATERIALS CREATED BY CUTTING,
SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE
PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE
CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF
THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS,
INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY
WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE
CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS
SAWING THAT CREATE SMALL PARTICLES SHOULD BE
PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM
WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF
FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING
USED TO TRANSPORT MATERIALS TO THE SITE FOR
CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF
PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS
PACKAGE AND INCORPORATED IN TO THE PROJECT
IMMEDIATELY OR STORED ONSITE FOR FUTURE USE
PACKAGED MATERIALS STORED ONSITE SHALL BE
INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL
BE REPAIRED OR DISPOSED OF PROPERLY.
c. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF
THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL
BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE
MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN
THESE PLANS.
d. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO
ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE
UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE
PRODUCTS RECOMMENDED USAGE.
3. CONCRETE WASTE WATER
a. ALL CONCRETE WASTE WATER SHALL BE DISPOSED
OF IN THE DESIGNATED AREA AS SHOWN ON THE EROSION
CONTROL PLAN. THIS AREA IS A 2' HIGH, 10' DIAMETER
DOUGHNUT TYPE MULCH BERM WHICH SHALL BE
CONSTRUCTION OVER A GEOTEXTILE FABRIC. THIS AREA
SHALL BE INSPECTED ON A DAILY BASIS AS A MINIMUM:
WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL
BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER
AND DISPOSED OF IN A PROPER MANNER.
4. PAINT PRODUCTS
a. ALL EXCESS PAINT AND THERE RELATED PRODUCTS
SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE
MANUFACTURER SUGGEST. UNDER NO CIRCUMSTANCES
WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR
DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS,
DETENTION BASINS OR BURNED. ANY VIOLATION OF THIS
SHALL BE REPORTED TO THE JOB SUPERINTENDENT.
IN THE EVENT OF SMALL SPILLS, PLEASE CONTACT THE
CONSTRUCTION SUPERVISOR,
IN THE EVENT OF SPILLS THAT REQUIRE REMOVAL OF SOILS
OR OTHER MATERIALS, PLEASE CONTACT THE
CONSTRUCTION SUPERVISOR, DEVELOPER, COUNTY
SURVEYOR'S OFFICE AND THE LOCAL FIRE DEPARTMENT.
IN THE EVENT OF SPILLS THAT HAVE POTENTIAL
GROUNDWATER OR SURFACE WATER CONTAMINATION,
PLEASE CONTACT THE CONSTRUCTION SUPERVISOR,
DEVELOPER, COUNTY SURVEYOR'S OFFICE, LOCAL FIRE
DIE -FAA T FNT ANn ?UE_m.
5. ALERT PROr, EDIURES FOR SPILLS:
L NY PERSONNEL OBSERVING A SPILL WILL
i vIriiED A T ELY fr ...1.0\1 THIS PROCEDURE:
2. THE PERSONNEL ON SITE WILL TAKE THE FOLLOWING
ACTIONS:
OWNERS REPRESENTATIVE:
A.) NOTIFY THE APPROPRIATE EMERGENCY
PERSONNEL.
A) BARRICADE THE AREA ALLOWING NO VEHICLE TO
ENTER.: 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
C) NOTIFY THE CARMEL FIRE DEPT. (911)
D) NOTIFY THE CARMEL POLICE DEPT. (911)
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 BEEN ELIMINATED.
G) COOPERATE WITH THE IDEM -OER ON PROCEDURES
AND REPORTS INVOLVED WITH THE EVENT.
H) NOTIFY THE HAMILTON COUNTY SURVEYORS
OFFICE FOR SPILLS TO THE W.R. FETIG REGULATED DRAIN
ROAD DRAIN.
14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR
STORMWATER POLLUTION PREVENTION FOR THIS PROJECT SITE.
MARK YEAGER
23 S. 8TH STREET
NOBLESVILLE, IN. 46060
(P) 317-409-6210
(E) inark@yeagerpropetes.com
Qualifications: Mark is the site super intendant for Yeager Construction and
has instaikr3d i maintained four (4) such units in simular
projects !r; i; `ltraI Indiana.
i"
STORM WATER POLLUTRON PREVENTION PLAN -POST
CONSTRUCTION COMPONENT
1. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED
WITH THE PROPOSED LAND USE.
PROPOSED SITE WILL BE A COMMERCIAL DEVELOPMENT. POTENTIAL
POLLUTANTS FROM THIS TYPE OF DEVELOPMENT INCLUDE, BUT ARE NOT
LIMITED TO: FLUIDS AND DEBRIS FROM PARKED VEHICLES VEHICULAR
TRAFFIC WHICH COULD INCLUDE: FOSSIL FUELS, OILS, GREASE, ANTIFREEZE,
BRAKE FLUID, WINDOW WASHER FLUID, RUBBER, PLASTIC,
METAL FRAGMENTS, GRIT (SEDIMENT) FROM WEARING OF THE ROAD
SURFACE, TRASH (INCLUDING BACTERIA AND OTHER BIOLOGICAL AGENTS
CONTAINED IN THE TRASH) FROM LITTERING AND OTHER TYPES OF IMPROPER
DISPOSAL OR STORAGE, AND ELEVATED RECEIVING WATER TEMPERATURES
FROM STORM WATER RUNOFF CONTACT WITH
IMPERVIOUS SURFACES.
2. POST- CONSTRUCTION STORMWATER QUALITY MEASURES.
a. LOCATIONS SEE ATTACHED PLAN SHEET 7.
b. DIMENSIONS SEE ATTACHED PLAN SHEET 9 10 FOR CONSTRUCTION
DETAILS.
c. SIZING CALCULATION SEE ATTACHED 0 M MANUAL ALONG WITH
DRAINAGE CALACULATIONS.
d. DETAILED SPECIFICATIONS SEE "B" ABOVE
e. CONSTRUCTION DETAILS SEE "B "ABOVE
MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES WILL
BE THE RESPONSIBILITY OF THE PROJECT OWNER, YEAGER PROPERTIES. AT
THAT POINT THE OWNER SHALL ASSUME ALL MAINTENANCE RESPONSIBILITIES.
THE MAINTENANCE GUIDELINES CONSIST MOSTLY OF GOOD HOUSEKEEPING
MEASURES. ANY GRASSED OR VEGETATED AREAS THAT EXPERIENCE
EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED
AS SOON AS
POSSIBLE. TRASH OR LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED
TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND
DOWNSTREAM WATERWAYS.
EROSION OF THE SWALES SHOULD BE ADDRESSED AS SOON AS IT BECOMES
VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND
ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING, OR BY
SEEDING AND MULCHING AND MONITORING UNTIL SUITABLE VEGETATION IS
ESTABLISHED.
THE SWALE OUTLET SHOULD ALSO BE PROTECTED BY ADEQUATE FILTRATION
(RIP RAP, SHOWN ON THESE PLANS) TO PREVENT SOIL FROM ENTERING THE
OFFSITE STORM DRAINAGE SYSTEM.
STORM WATER POLLUTION PREVENTION PLAN
PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP,
HAMILTON COUNTY, INDIANA
PARCEL NO: 16- 09- 35- 00- 01- 035.002
DOCKET NO: 08120012 ADLS
PAVEMENT AREAS SHOULD ALSO BE MONITORED FOR POLLUTANTS. ANY
LARGE QUANTITY OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE FLUID, ETC.
FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE FACILITY MANAGER
AND THE SOURCE DETERMINED, IF POSSIBLE, AND REMOVED FROM THE SITE
FOR MAINTENANCE OR REPAIR. PAVEMENTS SHOULD ALSO BE MONITORED
FOR SEDIMENT COMING FROM VEGETATED AREAS THAT DRAIN ONTO THE
PAVEMENT. IF SEDIMENT IS FOUND IT SHOULD BE CLEANED OFF THE
PAVEMENT, AND THE SOURCE OF THE SOIL FOUND AND REPAIRED AS
DISCUSSED ABOVE.
3. SEQUENCE DESCRIBING STORM WATER QUALITY MEASURE
IMPLEMENTATION, DESCRIPTION OF PROPOSED POST CONSTRUCTION STORM
WATER QUALITY MEASURES:
THE POST CONSTRUCTION MEASURES USED TO MINIMIZE SEDIMENTATION IN
WATERWAYS INCLUDE SWALES. THE SWALE WILL COLLECT RUNOFF FROM THE
BUILDING. THE DESIGN OF THE SWALE WILL ALLOW SEDIMENT TO BE
PARTIALLY INFILTRATED.
4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PROTECT
AGAINST ADVERSE IMPACTS TO STREAM.
A STRUCTURAL BMP IN ADDITION TO SEVERAL RAIN GARDENS ARE BEING
UTILIZED FOR THE STORMWATER COLLECTION SYSTEM WITHIN THE PARKING
LOT. AN INFILTRATION TRENCH IS USED TO REMOVE SUSPENDED SOLIDS
FROM ROOF RUNOFF (SEE PLANS AND DETAILS).
NOT FOR CONSTRUCTION
APPROVAL PENDING
P.E.
No. 10708654 DATE:
Natural Resources
Conservation Service
."��C r HARD r RU
No. 10708654
ri
STATE OF
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Soil N1ap- Hamilton County, Indiana
(oa -ova)
Web Soil Survey 2:0
National Cooperative .Soil Survey
SOILS MAP
10/1712608
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