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FLD2013-04016� � �+ COMMUNITY DEVELOPMENT BOARD r��1 �� PLANNING AND DEVELOPMENT DEPARTMENT J STAFF REPORT MEETING DATE: AGENDA ITEM: CASE: REQUEST: GENERAL DATA: June 18, 2013 E.3. FLD2013-04016 Flexible Development Application to allow 4,390 square foot building to an existing residential shelter use in the Commercial (C) District with a lot area of 57,210 square feet, a lot width of 263.55 feet (along Fort Harrison Avenue) and 207.87 feet (along North Garden Avenue), front (west) setbacks of fifteen feet (to new pavement), 3032 �'eet (to new planter), and 34.5 feet (to new building); front (east) setbacks of 8.17 feet (to existing pavement), 20.97 feet (to existing building), and 129 feet (to new building); side (north) setbacks of one foot (to existing shed), 10.14 feet (to existing pavement), and 10.41 feet (to new building); side (south) setbacks of 4.42 feet (to existing pavement), 25.74 feet (to existing building),and 47 feet (to new pavement), and 170 feet (to new building); a rear (east) setback of 12.52 feet (to new building); a building height of 30 feet; and 28 parking spaces as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Section 2-704.E.; as well as a reduction to the front (east) perimeter landscape buffer (along Garden Avenue) from 10 feet to 8.17 feet; a reduction to the side (south) perimeter landscape buffer from five feet to 4.42 feet; a reduction to the side (north) perimeter landscape buffer along the from five feet to zero feet; reductions to the foundation landscape requirement on the front (west) facade from iive feet zero feet and the front (east) facade from five feet to zero feet; a reduction to the number of required shade tree plantings from 32 trees to 16 trees; and a reduction to the required interior landscaping in the vehicle use area from 10 percent to 4.5 percent, as part of a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202.G. �� ,i� � � �.� j Agent ........................... GLE & Associates (Robert D. Fudge, P.E.) Applicant / Owner ............. Religious Community Services, Inc. LoCatiOn ........................... 1403 N. Ft. Harrison Avenue; located on the east side of North Fort Harrison Avenue, approximately 100 feet north of Engman Street Property Size .................... 131 Acres Future Land Use Plan...... Commercial General (CG) Zoning .......................... Commercial (C) District Special Area Plan .............. N/A Adjacent Zoning... North: Commercial (C) District South: Commercial (C) District East: Commercial (C) District West: Commercial (C) District Existing Land Use ............. Residential Shelter Proposed Land Use......... Residential Shelter , ,;,�► s, —�. ,_ ��.-' ��° � �� I f ►, �"� , I' / J 1 � � 1! ( p , '` � �.. .� , • � : �' r's �• � ! � �, ` � 4. �4 � i . r, ,u �,� �` , .. i r��/ , ~� � � t � � :; - � � � ,t �� .�� J �� '� 'y �! �,y. � z�� °� . � � J� +�� ` ,, , , � ,-_ , ��1 �►�Lel Level II Flexible Development Application Review . ... , t 3�,�..��.� .. . ANALYSIS: Site Location and Existing Conditions: The subject property has been used as a residential shelter since 1983. The 1.31 acre subject property is located on the east side of North Fort Harrison Avenue; approximately 110 feet north from the North Fort Harrison and Engman Street. It is bounded by North Fort Harrison (west) and North Garden Avenue (east). The subject property consists of two parcels of land. The two parcels consist of ten lots (Lots 1, 2, 3, 4, 5, 10, 18, 19, 20). Lots l, 4, 5, 10, 18, 19, 20 have been tied together through a Unity of Title. The subject property consists of residential shelter that includes four existing structures totaling 12,305 square feet. The existing structures include a 3,711 square foot two-story, masonry building (Building D; located on Lots 4 and 5), a 607 square foot, two–story masonry building (Building C; located on lot 10), a 1,032 square foot, one- story masonry building (Building B; located on Lot 1), and a 6,955 square foot, one-story masonry building (Building A; located on lots 18, 19 and 20). � Retail Sales and services uses are located to the north and west of the subject property. The properties to the east consist of single and two- family dwellings. The properties to the south consist of multi-family dwellings and vacant land. Site History: In 2000, the owner of the subject property proposed an addition of a porch to Building C, the expansion of Building B, and the addition of five parking spaces on lot 18 as well as an expanding the number of beds from 20 beds to 34 beds, and a reduction to the number of parking spaces from 26 to 24 spaces. ■ On July 18, 2000, the Community Development Board (CDB) approved FL00- OS-18 to reduce the front setback from 25 feet to 11 feet (Garden Avenue), reduce the SITE PLANNING & DEVELOPMENT DEVELOPMENT REVIE'.W DIVISION �ua %/ /� FAIRMONT ST L/ / ry1NNE5� i / sr ¢ 4� � � n�� . ` � C� � I ENGMFN ST 4 S �� C� � '�GALM B W FF ST JURGENS Sf I o G��OSr ol� � MEoOST = PAIMETTOST � � � r—� r� .e,� � � i u SEMINOLE ST �%7 / 'C�CI I LOCATION MAP I Community Development Board — June 18, 2013 FLD2013-04016 — Page 1 ��Lla� 1'��Lel Level II Flexibie Development Application Review nEVEL po MExr ��w nME Is ox y �.,��CCix:1:'^ ' . . side setback from 10 feet to three feet along the south property line (from the southwest corner of the site to the east), reduce the number of required parking spaces from 26 spaces to 24, and approve the expansion of a residential shelter, as a Comprehensive Infill Redevelopment Project. Development Proposal: The owners of the property propose to demolish eleven parking spaces and the existing 3,711 square foot two-story, masonry building (Building D) which serves as an outreach building and build a new 4,390 square foot, two-story building to serve as a new outreach building as well as seventeen off-street parking spaces. The owners of the property recently acquired Parcel ID# 09- 15-25920-000-0020 (0.28 acres or 12,200 square feet) to the south which will allow for the reconfiguration of the parking lot to better serve the new building and is compliant with the parking lot standards of the CDC. With regard to the architectural design of the new building, the design consists of a variety of materials, colors and textures on the south and west building facades such as a rectangular/square style patterned fa�ade iinish with green and light brown colors, and grey metal siding. The design also includes a distinctive window design and a distinctive form of a flat roo£ Such elements are required to be a part of a building design as a Comprehensive Infill Redevelopment Proj ect. The proposal also includes restriping of existing parking spaces located on Lot 10 and Lot 18 to be code complaint off-street parking spaces. One parking space will be eliminated on Lot 18 due to the need for the existing land use to provide a hurricane generator; this space will be marked with striping and closed off from vehicles with bollards to protect the generator. The development proposal is being reviewed as a Comprehensive Infill Redevelopment Project because a residential shelter use is not an allowed use in the C District; however, such a use is considered a residential equivalent use which is permissible on properties with a Future Land Use Designation of Commercial General (CG). Densit : Pursuant to the Countywide Plan Rules and CDC Section 2-701.1, the maximum allowable density is 24 dwelling units per acre. The property has a lot area of 57,210 square feet which allows for a maximum of 31 dwelling units. According to the Countywide Plan Rules Section 2.3.3.7.3, residential shelters may be considered a residential equivalent use if the residential shelter units do not qualify as dwelling units. Basically, this means that the residential shelter may not have cooking facilities in each individual unit, where attached dwelling units have such facilities. If the individual residential shelter units do not qualify as dwelling units then regulations allow for three beds to qualify as one dwelling unit. The existing 34 bed residential shelter does not have cooking facilities in the individual rooms; therefore, they meet the criteria and qualify as eleven dwelling units. The existing use is below the maximum development potential for the subject property. Impervious Surface Ratio (ISR): Pursuant to the Countywide Plan Rules and CDC Section 2- 701.1, the maximum allowable I.S.R. is 0.90. 'The proposed I.S.R. is 0.50, which is consistent with the Code provisions. Community Development Board — June 18, 2013 FLD2013-04016 — Page 2 o p��+tTn+ 4+ PLANNING & DEVELOPMENT = C\.Nl �l'LSl.el Level II Flexible DevelopmentApplication Review DEVELOPMENTREV�WDIVISION � �� ._ � Minimum Lot Area and Width: Pursuant to CDC Section 2-704, residential shelters are not specifically authorized in the C District and as such there is no specific minimum lot area and width denoted in Table 2-704. Pursuant to the same Table, there is no minimum required lot area or lot width for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to CDC Section 2-1203, within the Institutional (I) District, where residential shelters are allowed, the minimum lot area is 10,000 square feet. The subject property is 57,210 square feet in area or 1.31 acres. Pursuant to the same Table, the minimum lot width for residential shelter is 100 feet. The subject property has a lot width of 263.55 feet along Fort Harrison Avenue and 207.87 feet along North Garden Avenue. The proposal is consistent with these Code provisions. Minimum Setbacks: Pursuant to CDC Section 2-704, residential shelters are not specifically authorized in the C District and as such there is no specific minimum setbacks denoted in Table 2-704. Pursuant to the same Table, there are no minimum required setbacks for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to CDC Section 2-1203, within the Institutional (I) District, where residential shelters are allowed, the front setback may range between 15 feet and 25 feet, 10 feet (side), and the rear setback may range between 15 feet and 20 feet. The new development on the west side of the property will have a front (west) setback of 15 feet to pavement, 30.32 feet (to planter and 34 feet (to building). The building will have a side (south) setback of 47 feet (to building); and a one foot side (north) setback to existing shed) and 10.41 feet (to building); and a rear (east) setback of 12.52 feet (to building). The existing development on the east side of the property has a front (east) setbacks of 8.17 feet (to pavement) and 20.97 feet (to building); side (south) setbacks of 4.41 feet (to pavement) and 25.74 feet (to building); and side (north) setbacks of three feet (to existing shed), 10.14 feet (to pavement0, and 18.61 feet (to building). Since the development is a Comprehensive Infill Redevelopment Project, the proposed and existing conditions comply with standards; also, when the new structures and buildings setback dimensions are compared to the setbacks for a residential shelter use in the Institutional District, the setbacks comply with such standards. Maximum Building Hei� Pursuant to CDC Section 2-704, residential shelters are not specifically authorized in the C District and as such there is no specific minimum height denoted in Table 2-704. Pursuant to the same Table, there is no minimum required height requirement for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to CDC Section 2-1202, within the Institutional (I) District, where residential shelters are allowed, the maximum allowable height is 30 feet. The highest point of the proposed and existing building is 30 feet, which is the maximum height. Minimum Off-Street Parkin�: Pursuant to CDC Section 2-704, residential shelters are not specifically authorized in the C District and as such there is no specific minimum off-street parking spaces denoted in Table 2-704. Pursuant to the same Table, there is no specified number Community Development Boazd — June 18, 2013 FLD2013-04016 — Page 3 o p� �T + 4. PLANNING & DEVELOPMENT 4c�� 1`►' �t�l Level II Flexible Development Application Review DEVELOPMENT REVIEW DIVISION � � .�� , : � of parking spaces for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, CDC Table 2-1203, within the Institutional (I) District, where residential shelters are allowed, residential shelters are required to provide one parking space per two residents. As noted earlier, in 2000 the subject use was allowed to expand from 20 beds to 34 beds with a reduction to the number of parking spaces from 26 to 24 spaces. The owners have submitted a letter stating that the number of beds in the shelter has not increased from the Flexible Development approval in 2000; therefore, to be code compliant the shelter is required to provide 17 off-street parking spaces. The redevelopment of this property includes a new code compliant parking area with 17 parking spaces. One existing parking space will be eliminated due to the need to add a generator; however, all remaining parking spaces will be restriped to code and will result in eleven parking spaces. The subject property will have a total of 28 parking spaces which exceeds the code standard for the use. The applicant has stated that the shelter currently operates with 16 staff inembers on site from 8 AM to 5 PM. A minimum of three staff inembers will on site after 5 PM. No increase in the number of staff is anticipated at this time. The number of clients may vary; however, typically only about 20 percent of the clients who reside at the shelter have an automobile. For these reasons, Staff finds the number of off-street parking spaces acceptable. Landscapin�: Pursuant to CDC Section 3-1202.D, there is a 15-foot wide perimeter buffer required along both N. Fort Harrison Avenue and a 10-foot wide perimeter buffer is required along N. Garden Avenue. A five foot wide perimeter buffer is required along the north and south property lines. The owners are asking for a reduction to the side (north) perimeter buffer from five feet to zero feet, a reduction to the side (south) perimeter buffer from five feet to zero feet, and a reduction to the front (east) perimeter buffer from 10 feet to 8.17 feet as well as to the number of required shade trees which for the entire site would be 32 trees.. The reduction requests are primarily for the east side of the property where existing security fences are located within the buffer perimeters. The landscape plan shows that the 15 foot wide landscape buffer will be provided along N. Fort Harrison Avenue as well as the required five foot wide landscape buffers along the north and south property on the west side of the property except for a 20 foot section feet where an existing shed is located within the buffer. The landscape plan includes a variety of trees (silver buttonwood, live oak, and little gem magnolia), shrubs and ground covers (Indian hawthorn, sandanka viburnam, and confederate jasmine). The buffers will be planted in such a manner as to provide adequate buffer between the subject property and adjacent rights-of-way and properties. However, the silver buttonwoods are not considered a shade tree and will be required to be replaced with a different species. Staff also finds that additional landscaping can be added along the west building foundation. In addition, Staff shall require a continuous row of groundcovers to be planted in such a manner as to create a tiered effect along N. Fort Harrison Avenue. For these reasons, Staff shall require that the applicant's landscape architect work with Staff on improving the landscape plan to meet the standards of the Code and Comprehensive Landscape Plan. It shall be a condition of approval, that prior to the issuance of any permits that a final landscape plan be submitted to and approved by Staff. Community Development Board — June 18, 2013 FLD2013-04016 — Page 4 Y�14t1� Tl' �lel Level II Flexible Development Application Review u. >, a . .. � . PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION With regard to the interior landscaping standard for vehicular use area, the overall vehicular use area for the site, including existing and new, is 12,243 square feet which requires 1,224 (10 percent) of interior landscaping in parking islands. The site data table indicates that 666 square feet (4.5) of interior islands will be provided. The ability to meet the Code requirements interior landscape islands is restricted by the property configuration, building location, stormwater requirements and the provision of the greatest number of parking spaces possible. Given these design constraints, the applicant has designed adequate interior landscape islands that Staff can support. Comprehensive Landscape Program: Pursuant to CDC Section 3-1202.G, the landscaping requirements contained within the Code can be waived or modified if the application contains a Comprehensive Landscape Program satisfying certain criteria. The following table depicts the consistency of the development proposal with those criteria: Architectural theme: a. The landscaping in a comprehensive landscape program shall be designed as a part of the architectural theme of the principle buildings proposed or developed on the parcel proposed for devetopment; or b. The design, character, location and/or materials of the landscape treatment proposed in the comprehensive landscape program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. 2. Lighting: Any lighting proposed as a part of a comprehensive landscape program is automatically controlled so that the lighting is tumed off when the business is closed. 3. Communiry character: The landscape treatment proposed in the comprehensive landscape program will enhance the community character of the City of Clearwater. 4. Property values: The landscape treatment proposed in the comprehensive landscape program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special area or scenic corridor plan: The landscape treatment proposed in the comprehensive landscape program is consistent with any special area or scenic corridor plan which the City of Ciearwater has prepared and adopted for the azea in which the parcel proposed for development is located. Consistent Inconsistent N/A N/A X N/A N/A X X N/A I N/A Solid Waste: The owner currently uses black barrel trash receptacles handled curbside and proposes to continue the same method of collection with the new development. The proposal has been found to be acceptable by the City's Solid Waste Department. Sight Visibility Triangl, es: Pursuant to CDC Section 3-904.A, to minimize hazaxds at the existing driveways on N. Fort Harrison Avenue, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20- foot sight visibility triangles. The proposal has been reviewed by the City's Traffic Engineering Department and been found to be acceptable. Mechanical Equipment: Pursuant to CDC Section 3-201.D.1, all outside mechanical equipment must be screened so as not to be visible from public streets and/or abutting properties. Based Community Development Board — June 18, 2013 FLD2013-04016 — Page 5 � 1.ilbc�l /1�Lek Level II Flexible Development Application Review �'�.m� a n. . . PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION upon the plans submitted, a new A/C pad is proposed on the north side of the new building. The location and screening of such mechanical equipment will be reviewed at time of building permit submission, should this application be approved by the CDB. Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the subj ect property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards as per CDC Section 2-701.1 and -r.,t�io �_�na• 1 uVjv `• v" Standard Proposed Consistent Inconsistent Density 24 dwelling units per acre 11 dwelling units (34 beds) X ISR 0.90 0.50 X Minimum Lot Area N/A 57,210 squaze feet (1.31 acres) X Minimum Lot Width N/A East: 207.87 feet X West: 263.55 feet 3� Minimum Setbacks Front: N/A West: 10.3 feet (to pavement) X 25 feet (to building) East: 8.17 feet (to pavement) X 20.97 (to building) Side: N/A North: 1 foot (to shed) X 10.14 feet (to pavement) 10.41 (to building) South: 4.42 feet (to building) X 47 feet (to pa�ement) Rear: N/A East: 12.52 (to building) X Maximum Height N/A 30 feet (to top of roo� X Minimum Determined by the 28 parking spaces X Off-Street Parking Community Development (Res. Shelter 1 space per 2 residents) Coordinator based on the specific use and/or ITE Manual standards Community Development Board — June 18, 2013 FLD2013-04016 — Page 6 � C�Litil rl'Ltt��l Level II Flexible Development Application Review nEVELOPMEGiv�&r xEV�w nME Is ox COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2-704.E (Comprehensive Infill Redevelopment Project): Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development. 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatibie with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexib(e development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; 0 Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscane desien and annrovriate distances between buildings. Community Development Board — June 18, 2013 FLD2013-04016 — Page 7 ° t�' /� 4+ PLANNING & DEVELOPbfENT = C�� 1�►' a6e1 Level II Flexible Development Application Review DEVELOPMENT REVIEW DIVISION � .��....-. _ COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3-914.A: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of May 2, 2013, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findin�s of Fact The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. That the 1.31 acre subject property is located on the east side of North Fort Harrison Avenue, approximately 100 feet north of Engman Street; 2. That the subject property is located in the Commercial (C) District and the Commercial General (CG) future land use plan category; 3. That the subject property is currently a 34-bed residential shelter; 4. That the development proposal is being reviewed as a Comprehensive Infill Redevelopment Project because a residential shelter use is not an allowable use in the C District; however, such a use is considered a residential equivalent use which is allowed on properties with a Future Land Use Designation of CG; 5. That the existing 34 beds are below the ma�cimum development potential for the subject property; 6. That the existing 3,711 square foot two-story, masonry building (Building D; located on Lots 4 and 5) and eleven off-street parking spaces will be demolished to build a new 4,390 square foot, two-story building to serve as a new outreach building as well as 17 off-street parking spaces; 7. That the development proposal will result in a total of 28 off-street parking spaces; 8. That all existing parking spaces will be dimensioned and restriped to comply with Code; 9. That the maximum allowable I.S.R. is 0.90 and the proposed I.S.R. is 0.50; 10. That the subject property has a lot width of 263.55 feet along North Fort Harrison Avenue and 207.87 feet along North Garden Avenue; Community Development Board — June 18, 2013 FLD2013-04016 — Page 8 � C��1 ��r �lel Level II Flexible Development Application Review DevFC po MErrr xEV�w nivISiox ;, .,:� ��.�e_ , _ 11. That the new building on the west side of the property will have a front (west) setback of fifteen feet to pavement, 30.32 feet (to planter and thirty-four feet (to building). The building will have a side (south) setback of forty-seven feet (to building); and a one foot side (north) setback to existing shed) and 10.41 feet (to building); and a rear (east) setback of 12.52 feet (to building); 12. That the existing development on the east side of the property has a front (east) setbacks of 8.17 feet (to pavement) and 20.97 feet (to building); side (south) setbacks of 4.41 feet (to pavement) and 25.74 feet (to building); and side (north) setbacks of three feet (to existing shed), 10.14 feet (to pavement0, and 18.61 feet (to building); 13. That the highest point of the proposed and existing building is 30 feet; 14. That 666 square feet (4.5 percent of VUA) of interior landscape islands will be provided; 15. That the request includes a reduction to the side (north) perimeter buffer from five feet to zero feet; 16. That the request includes a reduction to the side (south) perimeter buffer from five feet to zero feet; 17. That the request includes a reduction to the front (east) perimeter buffer from 10 feet to 8.17 feet; and 18. That there is no outstanding Code Enforcement issue associated with the subject property. Conclusions of Law The Planning and Development Department, having made the above iindings of fact, reaches the following conclusions of law: l. That the development proposal is consistent with the Standards as per Community Development Code Tables 2-701.1 and 2-704; 2. That the development proposal is consistent with the Flexibility criteria as per Community Development Code Section 2-703.E; 3. That the development proposal is consistent with the Comprehensive Landscape Program criteria as per Community Development Code Section 3-1202.G; and 4. That the development proposal is consistent with the General Standards for Level Two Approvals as per Community Development Code Section 3-914.A. Based upon the above, the Planning and Development Department recommends APPROVAL of the Flexible Development Application to allow 4,390 square foot building to an existing residential shelter use in the Commercial (C) District with a lot area of 57,210 square feet, a lot width of 263.55 feet (along Fort Harrison Avenue) and 207.87 feet (along North Garden Avenue), front (west) setbacks of fifteen feet (to new pavement), 30.32 Feet (to new planter), and 34.5 feet (to new building); front (east) setbacks of 8.17 feet (to existing pavement), 20.97 feet (to existing building), and 129 feet (to new building); side (north) setbacks of one foot (to existing shed), 10.14 feet (to existing pavement), and 10.41 feet (to new building); side (south) setbacks of 4.42 feet (to existing pavement), 25.74 feet (to existing building),and 47 feet (to new pavement), and 170 feet (to new building); a rear (east) setback of 12.52 feet (to new building); a building height of 30 feet; and 28 parking spaces as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Section 2-704.E.; as well as a reduction to the perimeter landscape buffer along Garden Avenue from 10 feet to 8.17 feet; a reduction to the perimeter landscape buffer along the side (south) from five feet to 4.42 feet; a reduction to the perimeter landscape buffer along the side (north) from five feet to zero feet; Community Development Board - June 18, 2013 FLD2013-04016 - Page 9 9 l��Q�l ►1' �l��l Level II F�exible Development Application Review navsLOPMEN& �v�w nrnsIOx � K reductions to the foundation landscape requirement on the front (west) facade from five feet zero feet and the front (east) facade from five feet to zero feet; a reduction to the number of required shade tree plantings from 32 trees to 16 trees ; and a reduction to the required landscaping in the vehicle use area from 10 percent to 4.5 percent, as part of a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202.G., subject to the following conditions of approval: Conditions of Approval: l. That a demolition permit be obtained for the removal of all structures a part of the development project; 2. That prior to the issuance of any building permits, Parcel ID# 09-15-25920-000-0020 and 09- 29-15-92808-000-0040 be combined through a Unity of Title and a copy of a recorded document be submitted to Staff; 3. That a building permit be obtained for the parking lot improvements, landscaping and building improvements; 4. That the final design, color, and elevations of the proposed architectural modifications and color of the building be consistent with the design, color, and elevations approved by the CDB; 5. That prior to the issuance of any permits, that a final landscape plan be submitted to and approved by Staff; 6. That prior to issuance of any building permit, the applicant shall comply with any outstanding comments from the Engineering Department; 7. That any future signage must meet the requirements of Code and be architecturally integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff; 8. That prior to the issuance of a certificate of occupancy, all of the proposed landscaping shall be installed; 9. That prior to the issuance of a building permit, the site plan must show that all outdoor mechanical equipment will be completely screened on four sides by a fence, gate, wall, mounds of earth, or vegetation from view from public streets and abutting properties. If such screening is provided by means of a fence, gate, or wall, materials shall be consistent with those used in the construction of and the architectural style of the principal buildings as set forth in CDC Section 3-201.D; and 10. That prior to the issuance of any building permits, the Fire Department may require the provision of a Water Study performed by a Fire Protection Engineer in order to ensure that an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of the project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required, then the water supply must be able to supply 150% of its rated capacity. Prepared by Planning and Development Department Staff: �-�'--- Kevi'r�W. Nurnberger, Planner III ATTACHMENTS: Photographs of Site and Vicinity Community Development Board — June 18, 2013 FLD2013-04016 — Page 10 Looking south along Ft. Harrison from subject property. I � . _ �i1 .:��' .:.::,,.s'S1'ce�'r�% t' ,�'?,'1e�',,�,,,,; w� .,�, � Looking east at subject properiy. _. _ � -� �., . �� «.�i�� % r�o .."� \ � .. . . Looking south from subject property. '� „�z�� :, ,;,.��""`�1 � .,,, �.- - : �"'�1C" „„; �, �',�"; ' a.�,..,�rIM„ .. sfl , �«. ! y � � � ,-, aA�, .. - �.....;,,,w,,,.>..w.�,.� � :'X� .. � ...... +.,.4�:,. • ., ..r-..+t..3�. „ -.. . ... . ,,;;a ., ..._�.. � Looking west across Ft Harrison. Looking north on Ft Harrison from subject properiy. Looking north on Garden Ave. 1403 N. Fort IIarrison FLD2013-04016 Kevin W. Nurnberger 100 S Myrtle Avenue Clearwater, FL 33756 727-562-4567ext2502 kevin.nuniber�er mvclearwater.com PROFESSIONAL EXPERIENCE Planner III March 2011 to present Planner II October 2010 to March 2011 Ciry of Clearwater, Clearwater, Florida Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. Planner County of York, Yorktown, Virginia 2007 to 2009 Reviewed residential, commercial and mixed use development site plans to ensure compliance with planning, zoning, subdivision, historic preservation, and environmental standaxds as well as design criteria, specifications, regulations, codes and ordinances. Led pre-application meetings with residents, neighborhood organizations, contractors, and developers regarding future projects which included state and local government agencies. Site Assistant Gahan and Long Ltd, Belfast, Northern Ireland 2006 to 2007 Enforced Article 3 of the Planning Order (NI) with land owners, developers and district councils on procedures relating to archaeological and built heritage remains on proposed development sites. On site assistant to project manager during the archeological process throughout the pre-development stage. Development Planner Versar Inc, Fort Story/Fort Eustis, Virginia 2005 to 2006 Developed survey strategies for the Cultural Resource Manager by reviewing local and state planning documents, the Secretary of the Interior's Standards for Preservation Planning on Federal installations, the Virginia Department of Historic Resources, the Virginia Department of Transportation plan, and Virginia Power's public utility plan in the predevelopment stages of new development and building expansion projects to ensure protection of historic properties. City Planner City Planning Commission, New Orleans, Louisiana 2000 to 2005 Primary subdivision planner assisting applicants throughout the subdivision process in accordance with the zoning and subdivision regulations of the City of New Orleans. Reviewed various zoning and conditional use applications. Prepared and presented staff reports to the City Planning Commission and Board of Zoning Adjustments. EDUCATION University of New Orleans, LA MA Urban and Regional Planning (2004) State University of New York at Buffalo, NY BA Anthropology (1999) Received o MAY i � 2013 Planning & Development Department ��arwat�r xible Develo ment A lication _ Planrnng & Developrr��i� p pp {' Attached Dwellings, Mixed-Uses or Non-Residential Uses IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PIANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADIINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF P�ANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. FIRE DEPT PREIIMARY SITE PLAN REVIEW FEE: $200 APPLICATION FEE: $1,205 PROPERTY OWNER (PER DEED): MAILING ADDRESS: PHONE NUMBER: EMAI L: AGENT OR REPRESENTATIVE: MAILING ADDRESS: PHONE NUMBER: Religious Community Services, Inc. 503 S. Martin Luther King Jr. Ave., Clearwater, FL 33756 (727) 584-3528 caitlin.joy@respinellas.org Robert D. Fudge, P.E., GLE Associates, Inc. 4300 W. Cypress St., Ste. 400, Tampa, FL 33607 (813) 241-8350, ext. 251 Ennai�: rFudge@gleassociates.com ADDRESS OF SUBJECT PROPERTY: 'I4�3 jv. FOI'f Hal'PISOtI AV@. PaRCE� NunnaER�s): 09-29-15-25920-000-0020 & 09-29-15-25920-000-0040 �E�a� �ESCRiPriorv: See attached legal description. PROPOSED USE(S): Addition to existing Residential Shelter �ESCRiPTioN oF REQuEST: Reduction in rear setback from 20 feet to 10 feet. Reduction in reauired Specifically identify the request (include all requested code flexibilify; e.g., reduction in required number of porking spaces, height setbacks, lot size, lot width, specific use, etc.J: landscape material to provide less plants in buffer. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fau: 727-562-4865 Page 1 of 8 Revised 01/12 LL ° � �ar�water � Planning & Development Department Flexible Development Application Data Sheet PLEASE ENSURE THAT THE FOILOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WIIL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. ZONING DISTRICT: FUTURE LAND USE PLAN DESIGNATION: EXISTING USE (currently existing on site): PROPOSED USE (new use, if any; plus existing, if to remain) SITE AREA: 57,2� � sq. ft. GROSS FLOOR AREA (total square footage of all buildings): Existing: 16,021 sq. ft. Proposed: � 6,70� sq. ft. Maximum Allowable: 31,465 sq. ft. C CG Residential Shelter Residential Shelter 1.31 acres GROSS FLOOR AREA (total square footage devoted to each use, if there will be multiple uses): First use: 16,700 sq. ft. Second use: Third use: sq. ft. sq. ft. FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site): Existing: �.26 Proposed: �.27 Maximum Allowable: �.55 BUILDING COVERAGE/FOOTPRINT (lst floor square footage of all buildings): Existing: 12,305 sq. ft. ( 21.51 / of site) Proposed: 12,984 sq. ft. ( 22.7 /o of site) Maximum Permitted: 31,645 sq. ft. ( 55 % of site) GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer): Existing: 288 sq. ft. ( 0.5 % of site) Proposed: 6O4 sq. ft. ( 1.06 % of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: 14,265 sq. ft. ( 25 Proposed: 13,359 sq. ft. ( 23 % of site) % of site) Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: T27-562-4567; Fax: 727-562-4865 Page 2 of 8 Revised 01/12 IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site): Existing: 0.51 Proposed: �.5� Maximum Permitted: 0.9Q DENSITY (units, rooms or beds per acre): Existing: N/A Proposed: Maximum Permitted: OFF-STREET PARKING: Existing: 26 Proposed: 31 Minimum Required: � $ BUILDING HEIGHT: Existing: Proposed: Maximum Permitted: 22' 30' 35' WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ 800,000.00 ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: C South: C East: C West: C STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this representations made in this application are true and day of accurate to the best of my knowledge and authorize . to me and/or by City representatives to visit and photograph the , who is personally known has property described in this application. produced as identification. Signature of property owner or representative Notary public, My commission expires: Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of 8 Revised 07/12 LL ° � earwat�r �� Planning & Development Department Flexible Development Application Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE DEVELOPMENT (FLD) APPLICATION, ALL FLD APPLICATIONS SHALL INCIUDE A SITE PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS: 1$'� Responses to the flexibility criteria for the specific use(sj being requested as set forth in the Zoning District(s) in which the subject property is located. The attached Flexible Development Application Flexibility Criteria sheet shall be used to provide these responses. $�1 Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Development Application General Applicability Criteria sheet shall be used to provide these responses. �`I A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property, dimensions, acreage, location of all current structures/improvements, location of all public and private easements including official records book and page numbers and street right�s)-of-way within and adjacent to the site. ❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as provided in F.S. § 723.083, the application must provide that information required by Section 4-202.A.5. ❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other si milar marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on private and commercial docks. I�I A site plan prepared by a professional architect, engineer or landscape architect drawn to a minimum scale of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: 1$'� Index sheet of the same size shall be included with individual sheet numbers referenced thereon. �l North arrow, scale, location map and date prepared. ❑ Identification of the boundaries of phases, if development is proposed to be constructed in phases. 0 Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard Area, and the Base Flood Elevation (BFE) of the property, as applicable. �`I Location, footprint and size of all existing and proposed buildings and structures on the site. D� Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points of access. �1 Location of all existing and proposed sidewalks, curbs, water lines, sanitary sewer lines, storm drains, fire hydrants and seawalls and any proposed utility easements. � location of onsite and offsite stormwater management facilities as well as a narrative describing the proposed stormwater control plan including calculations. Additional data necessary to demonstrate compliance with the City of Clearwater Storm Drainage Design Criteria manual may be required at time of building construction permit. � Location of solid waste collection facilities, required screening and provisions for accessibility for collection. ❑ Location of off-street loading area, if required by Section 3-1406. �`I All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections and bus shelters. li!'1 Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and building separations. ]� Building or structure elevation drawings that depict the proposed building height and building materials. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: T27-562-4567; Fau: 727-562-4865 Page 4 of 8 Revised 01/12 $1 Typical floor plans, including floor plans for each floor of any parking garage. gl Demolition plan. $`I Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally sensitive areas. ❑ If a deviation from the parking standards is requested that is greater than 50% (excluding those standards where the difference between the top and bottom of the range is one parking space), then a parking demand study will need to be provided. The findings of the study will be used in determining whether or not deviations to the parking standards are approved. Please see the adopted Parking Demand Study Guidelines for further information. � A tree survey showing the location, DBH and species of all existing trees with a DBH of four inches or more, and identifying those trees proposed to be removed, if any. �l A tree inventory, prepared by a certified arborist, of all trees four inches DBH or more that reflects the size, canopy, and condition of such trees may be required if deemed applicable by staff. Check with staff. ❑ A Traffic Impact Study shall be required for all proposed developments if the total generated net new trips meet one or more of the following conditions: ■ Proposal is expected to generate 100 or more new trips in any given hour (directional trips, inbound or outbound on the abutting streets) and/or 1,000 or more new trips per day; or ■ Anticipated new trip generation degrades the level of service as adopted in the City's Comprehensive Plan to unacceptable levels; or ■ The study area contains a segment of roadway and/or intersection with five reportable accidents within a prior twelve month period, or the segment and/or intersection exists on the City's annual list of most hazardous locations, provided by the City of Clearwater Police Department; or ■ The Traffic Operations Manager or their designee deems it necessary to require such assessment in the plan review process. Examples include developments that are expected to negatively impact a constrained roadway or developments with unknown trip generation and/or other unknown factors. �I A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shall include the following information, if not otherwise required in conjunction with the application for development approval: I$S Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names. �l Existing trees on-site and immediately adjacent to the site, by species, size and location, including drip line. �`I Interior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and vehicular use areas. �l Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences, pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, curbs, water lines, sanitary sewer lines, storm drains, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the proposed landscape. $�I Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape islands and curbing. �l Drainage and retention areas, including swales, side slopes and bottom elevations. li� Delineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any. Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 5 of 8 Revised 01/12 o Planning & Development Department � C ear�at�r Flexible Develo ment A lication P PP " General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL. 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed building will be 1 to 2 stories, which is similar to other adjacent structures. The impervious surface ratio of the project area and entire site will be well below the allowable 90% which provides more green space than the adjacent commercial properties. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The increase in green space and landscaping provided by this project will serve to encourage adjacent land owners to improve their properties and thus enhance the value of abutting propertie: 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed development will pose no health or safety hazards to the surrounding area. 4. The proposed development is designed to minimize traffic congestion. The proposed development is expected to generate less than 20 trips per day on a roadway that is operating at an acceptable level of service, therefore no increase in traffic congestion is anticipated due to this project. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development is compatible in scale and character with the adjacent commercial parcels. The site will provide an increase in green space and therefore less visual overload. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The increase in green space will lessen the visual impact of the site. No loud noises or odors will be generated by the intended use of the site. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fau: 727-562-4865 Page 6 of 8 Revised 01/12 LL o Planning & Development Department T earwat�r Flexible Develo ment A lication p pp " Flexibility Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(S) BEING REQUESTED AS SET FORTH IN THE ZONING DISTRICT(S) IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW, IN DETAIL, EACH CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY). 1• The project entails expandinq the existinq use on the site. It would be impractical to provide the services without deviations from the standards as it would be too costly to move these services to another location or provide a portion of the services at another location. 2. The existing building which is being demolished has been determined to be blighted. The replacement of this builc will be consistent with the goals of the Comprehensive Plan and Land Development Code by helping to beautify the scenic corridor and helq eliminate urban bl 3. The development will have no effect on the ability of adjacent property owners to develop or upgrade their properties. The development will enhance existing conditions and provide more incentive for surrounding properties to pursue improvements. a. The proposed project will be more visually appealing than the current development and will therefore improve the property values of adjacent properties as well as make the area more aesthetically appealinq. s. The proposed use is permitted in the zoning district as a flexible development use and will allow the property to continue to be an economic contributor by providing both jobs and services to the residents of Clearwater. 6. The proposed development will not impede development of surrounding properties and complies with applicable design guidelines adopted by the City. The architectural scale and intensity will support the character of the area an incorporate various design elements and a variety of materials, colors and textures to ensure that it complies with �. the City's desire to have developments having a cohesive, visually interestin and attractive appearance. The s. site improvements will provide buffers and screenin between adjacent uses and provides appropriate distances between buildinqs. Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fvc: 727-562-4865 Page 7 of 8 Revised 01112 � „ ° � ��r��ater Planning & Development Department Flexible Standard Development Application " Affidavit to Authorize AgentJRepresentative 1. Provide names of all property owners on deed — PRINT full names: Religious Community Sen►ices, Inc. 2. That {I am/we are} the owner(s) and record title holder(sj of the following described property: Lots 1-3, 18-2Q Enghurst Add. to Clearwater PB 1123, Lots 3-5 &10, EF Hoyt's Twin Oaks Sub. PB 5/50. 3. That this property constitutes the property for which a request for {describe request}: Flex 11 Devetopment Plan Approval 4. That the undersigned (has/have) appointed and (doesJdo} appoint: Robert D. Fudge, P.E., GLE Associates, Inc. as (his/their) agent{s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this appfication and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I/ �), the„under. igned authority, hereby certify that the foregoing is true and correct. t, � P rty Own Property Owner Property Owner STATE OF FLORIDA, CUUNTY OF FINELLAS Property Owner BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIQNED BY THE LAWS OF THE STATE OF FLORIDA, ON THIS L�� DAY OF �,�(� , G�.� �� , PERSqNALLY APPEARED WHQ HAVING BEEN FIRST �JULY SW{�RN DEPOSED AfVD SAYS THAT HE/SHE FULLY UNDEf2STANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED. �,.�, ;;�''•'�'!�;: 12ACHIEL �A 4HUR8ER '' '' MY COMMtSStO1V # EE12$490 �%,�� ,.. EXPiRES August 30, 2015 {4m}�98-Ots3 FlorideN rvtcf.com No ary ea amp Notary Public Signature My Comrnission Expires. tJ �� t`�j Planning 8 Developme�t Department, 100 S. Myrtle Avenue, Glearvvater, FL 33756, Tel: 727-562�i567; Fax: 727-562-4865 Page 8 of $ Revised 01N2 LEGAL DESCRIPTION: LOTS 1, 2, 3, 18, 19 AND 20, ENGHURST ADDITION TO CLEARWATER, ACCORDING TO THE PLA THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 23, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA TOGETHER WITH THE WEST 80 FEET OF THE SOUTH 10 FEET OF LOT 3, ALL OF LOTS 4, 5 AND 10, THE VACATED 10.00 FOOT ALLEY ADJACENT TO LOT 10 ON THE SOUTH, THE EAST HALF OF THE VACATED 15.00 FOOT ALLEY LYING WEST OF AND ADJACENT TO LOT 10 AND THE WEST HALF OF THE VACATED 15.00 FOOT ALLEY LYING EAST OF AND ADJACENT TO LOTS 4 AND 5, E.F. HOYT'S TWIN OAKS SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 50, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PREPARED FOR: ccarawscrNO: o�� &! RCS 12000-11946 P"'" 1D1 14 N. FT. HARRISON AVE. P�P..�BY: LEGAL CLEARWATER, FL GLE ASSOCIATES, INC. owow.cxenasssrxeeT,sucre«roo DESCRIPTIO TAMPM R1.UBIDA 37b07 P9: (BI7) 291 fl7S0 FA%: (B13) 2I18777 a��, a �� ■. Y.�� ■ a■ n r � ��,�� . < 2 NORTH ELEVATION sca�e nrs. SUBJE�T TO CHANGE �� ~ � � �`�, -:s b ^ �� ° � � ��. __ �-a= ---- _� __ _ - - ----- � �'�. ; �'-1 � �I � "� � �''. _ � ;; 3 EAST ELEVATION scn�e: n,r.s. sua�ECT r0 �HaNCE 3 SOUTH ELEVATION scn�e: rv.rs. SUBJEC' TO CtiANGE � � i � �� — � � �—_'._. . . ... ... . �v� � , .+.' ,,,. ,. � � ^: � �.-�� - �--- --.. .— :.{� •.- "."1 � �:�, �- t+ �4 , .' � i t— ..� — _- — �m .a•.=� -�.�'""��t+<.: ._..s:.:::��..m. ._. . � . �... 4 WEST ELEVATION scn�e n-r.5- SGBJECT r0 CHANGE _ '� � GI.E �a�,�;t�s ord � e��a, ■ TAMPA�FL asoo w. c u n. s � o0 1 ae. F �ea a�sw 8 3.2 18350 C ORLANDO,FL ❑ GAINESVILLE, FL ❑ FT.LAUDERDALE,FL ❑ JACKSONVILLE, FL ❑ ATLANTA,GA ❑ NASHVILLE, TN o�. �a a o.,� a. �, °,:.e �..�v � � W U Z �n � � � W ti W J Q M � � z Q � m O o 2 � � Q Q O � W =� O � �� j � z� O � o Q C� � � � � W U w z � NO. REVISIONS DATE JOBNUM6ER: 1 2000-1 1 946 issuE onre: i FEa.siewTv oruwru ev: cs CHECKEO BY: RF ISSUE: PROPOSED BUILDING PLAN AND ELEVATIONS A-101 SHEET NUMBER LL ° C �ar�vater �.-� Planning & Development Department Comprehensive Landscaping Application IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPIETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPIICAT10N5 ARE TO BE FILIED OUT COMP�ETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVEIOPMfNT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 OR161NAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO 8E SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW tOMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD, IF NECESSARY, WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PWNS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED IIVTO SETS. THE APPLICANT, BY FILING THIS APPLICATiON, AGREES TO COMPLY WITH AlL APPLICABLE REqUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. � PROPERTY OWNER {PER DEEDj: R@II�IOUS COI11f1lUtlltj/ S2NIG@S, If1C. MAILING ADDRESS: 5O3 MaPtltl LUth@t' King �f. Ave., Clearwater, FL PHONE NUMBER: (%2%� �JS%-T7�% - - Ennai�: caitlin.joy@respinellas.org AGENT OR REPRESENTATIVE: RObG'rt D. Fudge, P.E., GLE Associates, (t1C. MAI�ING ADDRESS: 4300 W. Cypl'2SS St., Ste. 400, Tampa, FL 33607 PHONE NUMBER: �H'I3� 2�'I-H35O, ext. 251 Ennai�: rfudge@gleassociates.com ADDRESS OF 5USIECT PROPERTY: 'I4O3 N. FO� Hal'�ISOfI AV@, DESCRIPTION OF REQUEST: R@C�UCtIOtI ICl C1URlbef Of p�afltltlgS Wit�lltl ft'Otlt �afidSCSpe bUff@� Specifically identify the request (indude oll requested code ftexibility; e.g., reduction +n required number of parking spaces, height setbacks, lot size, lot width, specific use, etc.): N; l lab�nN8li STATE OF FLORIDA, COUNTY OF WNEtb4S i, the undersigned, acknowledge that all Sworn to and subscribed before me this Z�%'�"� day of representations made in this application are true and accurate to the best of �knowiedge and authorize City repre�htatjves tg/�risit and photograph the property cri d in t application. � ,�� 3/z�/� �y►,q,rGl� , :2.0/ � , to me and/or by produced of property owner or representative Notary pu My commission expires: � � who is personally known has as identification. Ginny C L�nen AAyr Commisston EE 8�884: Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33T56, Tel: 727-562-4567; Fa�c: 727-562-4865 Page 1 of 2 Revised 01112 LL ° C earwat�r � �, Planning & Development Department Comprehensive Landscaping Application Flexibilitv Criteria PROVIOE COMPIETE RESPONSES TO EACH OF THE FIVE (5) FLEXIBILITY tRITERIA EXPLAINING HOW, IN DETAII, THE CRITERION IS BEING COMPLIED WITH PER THIS COMPREHENSIVE LANDSCAPING PROPOSAL. 1. Architectural Theme: a. The landscaping in a Comprehensive Landscaping program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcei proposed for the development. OR b, The design, character, location andJor materials of the landscape treatment proposed in the Comprehensive Landscaping program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for develo ent und r he mi im m landsca standa .ds. The ove�a�'intent of t�ie re�eveiopment o�fhis por�on of the project is to minimize the impact on the existing trees. In essence, the existing building will be removed and replaced, and the trees within the immediate vicinity have be� development provides the ct�ent with a building suiting their needs, minimized impacts and yet still adds landscagin� buffers on the.ri ht-of-yva and ro 6nes wh re r io I ds , bu ffe did not e ist� Th.e re ue t to rec some o��e�lanbn� requirer�ents �s��i� is more �har�o�ise��by�'ie a��ana1 p�lannmq an� costs_ incur�eci�to pres 2. Llghting. Any IigFiting propased as a part of'a Com lighting is turned off when the business is closed. ng so The proposed site liqhtinq will be automatically controlled such that it will not operate when the business is closed. 3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The proposed landscape treatment wi11 enhance the communitv character of the project vicinity as the neiqhborinp parcels are mostly impervious and contain little landscapinq alonq the property frontages, 4. Property Values. The landscape treatment proposed in the Comprehensive Landscaping program wil) have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The proposed landscape treatment wiil have a beneficial impact on the property values in the immediate vicinitXas it will serve to beautify the area compared to existinq commercial properti� 5. Special Area or Scenic Corridor Plan. The (andscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. The proposed landscape treatment is a variance from the scenic corridor plan, however it _ provides more qreen s�ace and plantings than are found on existing adjacent parcels. Planning 8� Devetopment Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-456�; Fax: 727-562-4865 Page 2 of 2 Revised 0111 Z , ,. , � *r� � � �, � � . � -�..,�...�_._�.�. $; i }i , F . �----�- ��,; _----- �,= a ____ . _. __ _ �m, - < - ��__.�-,�--°_° ` � K_ �, ____� . "°'_r.—� __ � , _ _ _ _ .H_— :,� .w �. �� , _ ��_„„__._-- t � . _ ��w�...�.�.-- t -.�--�---- r � �;., i . . . � �,.. � � tit "�a �` c� � I ��. � �� ; � � .�� ` :, '` ' j �� i „' . 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' � t�$ � '�;. . f��'..: '� � ��, � �. � �� *�� , ��, e ` �'x � �«� �� r '� ,�Sx,� � � �� ,'� ��.;� ��``�� a '�-�� '� . � � !�� ° � � �, t� ` - t � � �� `�� ;. �, � � �, 3 �� , � _ � � � �r . �; � � ��s. ,�� _� � � '�� `° `� �� ' � �� `� � �� . . - >� x� 7 �"' � � � `�� . j� �` b �� . # � � T ( {� � ��.� . ��J �� ` � �� s ��s'°� . ��' . o Y °� �� j� I,a ;i .Yr. ffi �� , , �. , . x — � . � Fi � � < �#' < ,. , r ' � E � *� �� : � �� ,, � � �: � � .� � � � # �. } � - � �� " �� ' �� . � '" � � �l �� '"� � ,�:�. � a � . �,' � � �, � " � �� ''��` � � < , .�� ,� �,a� �� .�«� � � ; � '� � � .�� < _ < �,��. t' . t� ' . �, � �. ��., � £ R .�;. ry �:' � �f .,�. =ti «` ��.�?� �' �f � � � �r48 y�l � S� : Y yf Y . �l��j �t"r Z �� x � �4}� � t � e � i' �� ,��. s� bwt THE HAVEN Trip Generation Analysis Prepared by: Elizabeth Rodriguez & Associates December 2012 1.0 INTRODUCTION The Haven is an existing women's shelter in Clearwater, Florida. An expansion to the shelter is planned, and this study examines the existing trip generation versus the proposed trip generation to determine net trip generation. Net trip generation will tell us how many trips the additional square footage will generate. The location is not being published in this report for privacy reasons, and also because the location is not needed when performing a trip generation analysis, as trip generation is a function of the facility's size — not its location. 2.0 TRIP GENERATION As stated in the Introduction, this is a study to determine the net new trips that are estimated to be generated by the expansion to the existing shelter. The sizes and trip generation of the existing and proposed shelter configurations are as follows: TRIP GENERATION TABLE Sq. Ft. PM Pk Trips � � �` �� if��r,' f� ,F �'��si'ry,' / � ��/ fr .. � . .. . .. .., . . „� F :.. , �,.. „<�� s�'.�''��', k� k�1 '`,''w"; Proposed Shelter 4,379 17 The trip generation in the table was calculated using Florida Department of Transportation (FDOT) software that is based upon the latest version of the ITE Trip Generation Manual. Note that there is no Women's Shelter Land Use Code (LUC). When this occurs, an LUC has to be chosen that is a good 'fit.' In this case, Medical/Dental Office has been used. Structures with this land use have patients meeting with professionals, and that would mimic some of what happens at the shelter. Secondly, this land use generates a relatively high number of trips — especially in the PM peak hour (probably more than the shelter would normally generate), so this LUC was chosen to portray a"worst case scenario." The print outs for the FDOT software are included in the Appendix to this document. Note that the table shows that the expansion area only generates 2 PM peak hour trips. 3.0 CONCLUSIONS The purpose of this study was to calculate the estimated increased trip generation that would be associated with the expansion to The Haven shelter in Clearwater, Florida. The study shows that the expansion would generate about 2 PM peak hour trips. Two trips are usually considered negligible relative to concurrency and access management. Sdect land Use By ___. __.__.__._...__. C �,7escription f ITE Code Select land Use Medical-Derital Office Bldg (T20) sq. feet gross floor area Number of Unitf� 3?71 (Enter Wtai # units) Street Orierrtation �� Seleat ITE flate/Equation __ _ _ _....__ . f` ITE �ate t` ITE €quation ?� Calculaeed # Trips: '�a i, Speaiai Nate: The Ave+a� Ratt is r+� r�nmended. Custar�zze Thas Land Use � Irrsat v�to Tabia� ' P�umt�r Studses d� � � , : ��— Average Rate 3.72 Standard �ev�atian �.ti ; Direr.tsor�ai �JisGibufion ir ��7 Directianai iis�;butinn CJut �. f'� . L�37 �' 8$6 � �0 � 12G Reyress�on �qua�EOe� �rS7I�J �30'C�r�(xfal.d7Q} ("i 7,' R� . 1t�GQ - , Me�ical-0a�tal OFiice Bldg t720) sQ. fcet goss fba area - _. __. 450 �� 350 � 3CJ0 s=t 2f,0 � ZOp � 150 4 �pp • H � 0 TIPS PM Peak X=1000 sq, feet gross tloor area — Fitted Curve — Averege Rate 450 400 350 300 250 200 150 10Q SQ 0 Sdxt land Use By __ . , l: jZescription f jTE Code Select Land Us¢ Medical-Dentai Office Bkig (720) sq. feet gross floor area Num6er of Ur�t�� 4379 (Enter total N units) Street Orierdation �� Sdect ITE Rate/Equation _ .. .. _ _ . . _ _,. _ _ . �` ITE $ate t' ITE �quatbn ?� Calculated N Trips: �17 �Pecfai Not� The Average Ratt is not rec�+�tb�i. c�o� r� ��,a u� ( ��rt «,�o I� �...___.._.— N�amt:er Studes d� r . _ , � � -- ��j .. A.+erage �t�rt��. 3.72 StarsCar� DeviaUen �.r� ,,,. ��reczac�nai rxistr�butiara Ir �.27 GirecUr,nai k��st�ib��on �v� fj 7; I, ��7 ,. g�� -,,, �`�`� �;��<a, 12f} �� F�egressic�n Equat<o;� Exp(t� 93€t'tog(;��+* d7�J �J 7? H� - 1G�G � _ _ _ , _.. _.. _ _ _ ! _ _ _.__. __.._-_ _ _ _._ _. MedcaW erwtal Ofiice Bldo (7201 s4 (eet �qross fbor �ea TiPS PM Peak 450 450 400 400 � 350 _ _ _ _ 350 � 300 _ _ _ 300 Y 250 . _ 250 � 2pp Zpp � 150 15� < ,00 _ _ _ ,00 . Y� c� . . , . . .. . _... . . .. ._ . . � 0 0 0 �12�24�36�48�60�72�84�96� X=10� sq. feet groas tloor �ea — Fitted Curve — Average Rate � . STORMWATER DRAINAGE REPORT Site Improvements 1403 N. Fort Harrison Ave. Clearwater, Florida 33755 GLE Proj ect No.: 12000-11946 Prepared For: City of Clearwater 100 S. Myrtle Ave. Clearwater, FL 33756 May 2013 Prepared By: � Facilities and Environmental G o n s u i t a n t s 4300 W Cy�press Sireet Suite 400 Tampa, Florida 33762 813-241-8350 • Fax 813-24 I -�737 STORMWATER DRAINAGE REPORT Site Improvements at 1403 N. Fort Harrison Ave. Clearwater, Florida 33755 GLE Project No.: 12000-11946 Prepared For: City of Clearwater 100 S. Myrtle Ave. Clearwater, FL 33756 May 2013 Prepared By � Facilities and Environmental G o n s u 1 t a n t s 43C}0 W �ypress Street Suite 400 � � � Tampa, Florida 337b2 ,,�� , ,�; 813-241-8350 • Fax 813-241-$737 ,, . �`1� =:. -; , . .� � �� s �� ' �..4_:_ .. l • � ' K9�3�3'fi:°�. �U{i�e .� �. � .�'�'�::F'E� 5:�925 � i 1.0 PROJECT DESCRIPTION 1.1 Overview The existing site is currently developed and contains several buildings, sheds, walkways and parking lots. The site was previously permitted and contains a stormwater management system that collects and treats runoff from the eastern portion of the site. Over time, since the original permit was approved and transferred to operation, the overall project area was expanded (in the southwest portion of the project) by the acquisition of two additional parcels. These parcels contained houses with associated driveways. The buildings have since been demolished and removed, but the driveways remain. It is the intent of this application to amend the original permit to include the newly acquired parcels, and to include a new stormwater management system that is being proposed to handle the balance of the overall project area, which includes the proposed site improvements. The building in the northwest portion of the project is being proposed to be demolished, and a new building put in its place. Existing parking lots on the west side are also being demolished and will be reconiigured to accommodate current parking schedule requirements. A stormwater management system is being added to handle the runoff from these improvements and will be located within the expanded west side of the project. This system will function independently of the one in operation on the east side, and will handle treatment of runoff from the western portion of the expanded site and a portion of the eastern section of the site which currently does not flow to the existing retention pond. In combination, the two systems cover the entire project area. The proposed stormwater management system will adhere to the City of Clearwater stormwater requirements, which require that the stormwater be treated and attenuated. Since a stormwater management system does not currently exist on the western portion of the site to handle the existing runoff from that portion, the City of Clearwater standards require that the pre-development runoff volume be calculated using a weighted coefficient of runoff. In this case the site does not contribute to an existing flooding problem therefore the allowed weighted coefficient is equal to half of the actual runoff coefficient. Since the proposed system will not directly discharge into a City stormwater structure, the City's criteria deems that it is a"closed basin" and therefore must accommodate a 50 year storm event. Please note that the term "closed basin" used by the City does not mean that the existing runoff doesn't discharge from the site, which in our case does. "Closed basin" defined by the City refers to a system that doesn't have a piped connection to an existing City stormwater structure. Treatment volumes, per City standards will be handled by infiltration via a dry pond system. The following report contains all of the supporting geotechnical data along with the input and output reports. The soils within the project area are very favorable to this development and proved to be very advantageous for the dry detention system. � 6�_� T PREDEVELOPMENT: C= (.45 AC)(.95) +(.47 AC)(.2) = 0.57 0.92 AC POST DEVELOPMENT: C= (.41AC)(.95) +(.40 AC)(.2) +(.11 AC)(1.0) = 0.63 0.92 AC �C = 0.63 - (.57/2) = 0.34 Q��, = 0.63(4 IN/HR)(0.91 AC) = 2.74 CFS QP,� = 0.57/2(4 IN/HR)(0.74 AC) = 1.05 CFS 1.69 CFS �V = 1.69 CFS(3600 S) = 6,084 CF REQ. TREATMENT VOLUME: 40,140 SF X 1/2" X 1'/12" = 1,672 CF TOTAL REQUIRED VOLUME: 1,672 CF + 6,084 CF = 7,756 CF ALLOWABLE DISCHARGE RATE: 0.57/2(4 IN/HR)(0.92 AC) = 1.05 CFS � • STAGE-STORAGE PROJECT NAME RCS CLEARWATER PROJECT NUMBE �CXX DESIGNER PPM DATE 1/15/2013 6:16 COMMENTS: includes play ground and 1/2 bldg AREA @ T.O.B. 5171 AREA @ DHW 4558 AREA @ DLW 2640 AREA @ BOTTOM' 1766 AREA STAGE SQ\FT 27.00 27.06 27.12 27.18 27.24 27.29 27.35 27.41 27.47 27.53 27.59 27.65 27.71 27.76 27.82 27.88 27.94 28.00 28.06 28.12 28.18 28.24 28.29 28.35 28.41 28.47 1766 1833 1900 1966 2033 2100 2167 2233 2300 2367 2434 2500 2567 2634 2701 2767 2834 2901 2968 3035 3101 3168 3235 3302 3368 3435 VOLUME CU\FT II �� oll 106 �� 216 �� 329 � � 447 �� 569 �� 694 �� 823 II 957 � � 1094 � � 1235 � � 1380 �� 1529 �� 1682 � � 1839 I I 2000 �� 2165 �� 2333 I � 2506 � � 2683 � � 2863 I I 3048 I I 3236 I I 3428 � � 3624 I I 3824 I I SUMMAF • ATTENUATION VOLUME DER RETENTION VOLUME TOTAL VOLUME EL........... 30.00 EL.......... 29.46 EL........... 27.77 EL.......... 27.00 AREA VOLUME STAGE SQ\FT CU\FT 28.53 28.59 28.65 28.71 28.76 28.82 28.88 28.94 29.00 29.06 29.12 29.18 29.24 29.29 29.35 29.41 29.47 29.53 29.59 29.65 29.71 29.76 29.82 29.88 29.94 30.00 3502 3569 3635 3702 3769 3836 3902 3969 4036 4103 4170 4236 4303 4370 4437 4503 4570 4637 4704 4770 4837 4904 4971 5037 5104 5171 6082 CU\FT 1696 CU\FT 7779 CU\FT 4028 4236 4448 4664 4884 5107 5335 5567 5802 6041 6285 6532 6783 7038 7297 7560 7827 8098 8372 8651 8934 9220 9511 9805 10103 10405 < < SLOT�WEIR - DISCHARGE PROJECT NAME RCS CLEARWATER PROJECT NUMBE X�CX DESIGNER PPM DATE 5/7/2013 14:46 SLOT�WEIR DATA COMMENTS: SLOT�WEIR INVEF 27.77 DHW ...................... 29.46 SLOT�WEIR WIDTF 0.14 SLOT�WEIR COEF 3.33 STAGE(msl) e 27.77 27.80 27.84 27.87 27.90 27.94 27.97 28.00 28.04 28.07 28.10 28.13 28.17 28.20 28.23 28.27 28.30 28.33 28.37 28.40 28.43 28.47 28.50 28.53 28.57 28.60 � ALLOWABLE DISCHARGE FROM RATIONAL 1.05 CFS 25 YR STORM EVENl DISCHARGE �� STAGE(msl) (cfs) II �� 0.00 � � 0.00 � � 0.01 � � 0.01 � � 0.02 � � 0.03 � � 0.04 � � 0.05 � � 0.06 I I 0.08 I I 0.09 I I 0.10 �� 0.12 �� 0.13 II 0.15 II 0.16 �� 0.18 II 0.20 I I 0.21 I I 0.23 I I 0.25 I I 0.27 � I 0.29 � � 0.31 I I 0.33 I I 0.35 � � SUMMAF- SLOT�WEIR DISCHARGE AT DHW 28.63 28.66 28.70 28.73 28.76 28.80 28.83 28.86 28.90 28.93 28.96 29.00 29.03 29.06 29.10 29.13 29.16 29.19 29.23 29.26 29.29 29.33 29.36 29.39 29.43 29.46 1.02 CFS DISCHAF (cfs) 0.37 0.39 0.42 0.44 0.46 0.49 0.51 0.53 0.56 0.58 0.61 0.63 0.66 0.68 0.71 0.74 0.77 0.79 0.82 0.85 0.88 0.91 0.94 0.96 0.99 1.02 MODRET HYDROGRAPH DATA INPUT - RATIONAL HYDROGRAPH METHOD Project Name : RCS Pre Development Contributing Basin Area Runoff Coefficient C Time of Concentration Rainfall Depth Storm Duration Analysis Date: 5/7/2013 0.92 ac. 0.28 60.00 min. 8.50 in. 24.00 hrs a 0 0 0 N U � C 7 � � Q Q Q HYDROGRAPH : RCS Pre Development 0 2 4 6 8 10 12 14 16 18 20 22 24 Time (hrs) Qpeak: 0.0912 cfs Time of peak: 1.0 hrs Vtotal: 7,888 ft3 MODRET HYDROGRAPH DATA INPUT - RATIONAL HYDROGRAPH METHOD Project Name : RCS Post Development Contributing Basin Area Runoff Coefficient C Time of Concentration Rainfall Depth Storm Duration Analysis Date: 5/7/2013 0.92 ac. 0.34 60.00 min. 8.50 in. 24.00 hrs 0 0 0 0 0 � U � C � � Q Q � � Q 0 c HYDROGRAPH : RCS Post Development 0 2 4 6 8 10 12 14 16 18 20 22 24 Time (hrs) Qpeak: 0.1108 cfs Time of peak: 1.0 hrs Vtotal: 9,578 ft3 MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PRO]ECT NAME : RCS Post Development POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Is there overtlow ? Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safery Saturated Horizontal Hydraulic Conductiviry Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom Analysis Date: 5/7/2013 1,766.00 ft2 7,779.00 ft3 1.58 20.72 ft 23.72 ft 27.00 ft 27.00 ft Y 0.19 12.00 ft/d 2.00 48.00 ft/d 0.26 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 Analysis Date: 5/7 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: RCS POST DEVELOPMENT STRESS PERIOD NUMBER Unsat 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Z4 25 26 27 28 29 INCREMENT OF TIME (hrs) 2.49 1.00 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 VOLUME OF RUNOFF �ft3� �� .. : � �� i � �� i� � �� MODRET ELEVATION VS OVERFLOW RELATIONSHIP PROJECT NAME : RCS Post Development Structure Type: BROAD CRESTED Crest Elevation Crest Length Coefficient of Discharge Weir Flow Exponent Number of Contractions Design High Water Level Elevation Analysis Date: 5/7/2013 27.77 ft 0.14 ft 3.31 1.50 0.00 29.46 ft r • CUMULATIVE TIME (hrs) ��•ar � � �� - � - � � � - � � .� � � - .. - � � � � � � � � . ; Analysis Date: 5/7/2013 MODRET SUMMARY OF RESULTS PR07ECT NAME : RCS Post Development WATER ELEVATION (feet) 23.720 23.720 28.452 28.240 28.071 27.926 27.793 27.702 27.620 27.546 27.479 27.416 27.358 27.303 27.252 INSTANTANEOUS AVERAGE INFILTRATION INFILTRATION RATE (cfs) RATE (cfs) 0.000 * 0.21 0.18564 0.14445 0.12999 0.11838 0.10891 0.10098 0.09426 0.08850 0.08349 0.00000 0.17858 0.21960 0.21960 0.21960 0.21877 0.15250 0.13640 0.12358 0.11318 0.09732 0.09121 0.08580 CUMULATIVE OVERFLOW ��3� 941.58 ,196.00 .315.00 �� 1,364.00 1,364.00 . MODRET SUMMARY OF RESULTS PR07ECT NAME : RCS Post Development CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW (hrs) (feet) RATE (cfs) RATE (cfs) (ft3) 10.33 10.85 11.38 11.91 12.43 12.87 13.48 14.01 14.54 15.06 15.59 16.11 16.64 17.16 Analysis Date: 5/7/2013 27.203 27.157 27.113 27.071 27.031 27.000 26.921 26.887 26.854 26.792 26.763 26.734 0.07504 0.07148 0.06827 0.06531 0.06017 0.05789 0.05575 0.05380 0.05200 0.05028 0.04867 0.04721 0.08117 0.07691 0.07316 0.06979 0.06676 0.06386 0.06133 0.05900 0.05677 0.05472 0.05288 0.05112 0.04945 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 1,364.00 MODRET SUMMARY OF RESULTS PRO)ECT NAME : RCS Post Development Maximum Water Elevation: 28.452 feet @ 3.49 hours Recovery @ 12.865 hours * Time increment when there is no runoff Maximum Infiltration Rate: 6.000 ft/day Analysis Date: 5/7/2013 � � a� � '� a� E � 0 > 0 INFILTRATION : RCS POST DEVELOPMENT 0 1 2 3 4 5 6 7 8 9 10 11 12 Time (hrs) Total Volume Infiltrated = 6,415 ft3 x � 0 �m > � w � � 3 � INFILTRATION : RCS POST DEVELOPMENT 0 1 2 3 4 5 6 7 8 9 10 11 12 Time (hrs) Max Water Elevation = 28.45 ft 4,200 4,000 3,800 3,600 3,400 3,200 M � 3,000 0 2,800 � � 2,600 c 2,400 0 2,200 � 2,000 � �, 1,800 > � 1,600 � 1,400 �j 1,200 1, 000 800 600 400 200 0 � ROUTING : RCS POST 0 2 4 6 8 10 12 14 16 18 20 22 24 Time (hrs) Total Runoff-Infiltration = 4,247 ft3 8,000 7,500 7,000 6,500 6,000 � 5,500 0 5,000 :�. � 4,500 � � 4,000 > � 3,500 � � 3,000 U 2,500 2, 000 1, 500 1,000 500 ROUTING : RCS POST � 2 4 6 8 10 12 14 16 18 20 22 24 Time (hrs) Total Infiltration = 8,229 ft3 12 11 11 10 10 9 9 8 =r g � � 7 °c 7 � a� 6 °' 6 > � 5 � 5 E � 4 U 4 3 3 2 2 1 1 ROUTING : RCS POST 0 2 4 6 8 10 12 14 16 18 20 22 24 Time (hrs) Total Runoff = 12,476 ft3 ,-. � � U N .,-. t� � N � � tLf � U N � ROUTING : RCS POST 0 2 4 6 8 10 12 14 16 18 20 22 24 Time (hrs) Max Discharge Rate = 0.1007 cfs 1 1 1 1 1 � � � 1 � a� rn � c� s U N � N > � c� � E � U ROUTING : RCS POST 0 2 4 6 8 10 12 14 16 18 20 22 24 Time (hrs) Total Discharge Volume = 1,535 ft3 28 .-. � � � c 0 � c� > a� w �t7.5 � c� � 27 ROUTING : RCS POST 0 2 4 6 8 10 12 14 16 18 20 22 24 Time (hrs) Max Water Elevation = 28.13 ft DATA POINT NR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 , CUMULATIVE TIME (hrs) 0.00 0.02 0.03 0.05 0.07 0.08 0.10 0.12 0.13 0.15 0.17 0.18 0.20 0.22 0.23 0.25 0.27 0.28 0.30 0.32 0.33 0.35 0.37 0.38 0.40 0.42 0.43 0.45 0.47 0.48 0_50 0.52 0.53 0.55 0.57 0.58 0.60 0.62 0.63 0.65 0.67 0.68 0.70 0.72 0.73 0.75 0.77 o.�a 0.80 0.82 0.83 0.85 0.87 0.88 0.90 0.92 0.93 0.95 0.97 0.98 1.00 1.02 1.03 1.05 1.07 1.08 1.10 1.12 1.13 1.15 1.17 1.18 1.20 1.22 1.23 1.25 1.27 1.28 1.30 1.32 1.33 CUMULATIVE RO-INF. (cf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CUMULATIVE INFILTRATION (cf) 0.00 0.35 0.87 2.60 5.02 6.58 10.39 14.89 17.49 23.38 29.96 33.59 41.56 50.22 54.89 64.94 75.32 80.52 90_91 101.30 106.49 116.88 127.27 132.47 142.86 153.25 158.44 168.83 179.22 184.42 194.80 205.19 210.39 220.78 231.17 236.36 246.75 257.14 262.34 272.73 283.12 288.31 298.70 309.09 314.29 324.68 335.06 340.26 350.65 361.04 366.23 376.62 387.01 392.21 402.60 412.99 418.18 428.57 438.96 444.16 454.55 464.93 470.13 480.52 490.91 496.10 506.49 516.88 522.08 532.47 542.86 548.05 558.44 568.83 574.03 584.42 594.80 600.00 610.39 620.78 625.97 CUMULATIVE RUNOFF (cf) 0.00 0.35 0.87 2.60 5_02 6.58 10.39 14_89 17.49 23.38 29.96 33.59 41.56 50.22 54.89 64.94 75.32 80.52 90.91 101.30 106.49 116.88 127.27 132.47 142.86 153.25 158.44 168.83 179.22 184.42 194.80 205.19 210.39 220.78 231.17 236.36 246.75 257.14 262.34 272.73 283.12 288.31 298.70 309.09 314.29 324.68 335.06 340.26 350.65 361.04 366.23 376.62 387.01 392.21 402.60 412.99 418.18 428.57 438.96 444.16 454.55 464.93 470.13 480.52 490.91 496.10 506.49 516.88 522.08 532.47 542.86 548.05 558.44 568.83 574.03 584.42 594.80 600.00 610.39 620.78 625.97 DISCHARGE (cfs) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 CUMULATIVE DISCHARGE (cf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WATER ELEVATION (ft) 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27_00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 1.35 1.37 1.38 1.40 1.42 1.43 1.45 1.47 1.48 1.50 1.52 1.53 1.55 1.57 1.58 1.60 1.62 1.63 1.65 1.67 1.68 1.70 1.72 1.73 1.75 1.77 1.78 1.80 1.82 1.83 1.85 1.87 1.88 1.90 1.92 1.93 1.95 1.97 1.98 2.00 2.02 2.03 2.05 2.07 2.08 2.10 2.12 2.13 2.15 2.17 2.18 2.20 2.22 2.23 2.25 2.27 2.28 2.30 2.32 2.33 2.35 2.37 2.38 2.40 2.42 2.43 2.45 2.47 2_48 2.50 2.52 2.53 2.55 2.57 2.58 2.60 2.62 2.63 2.65 2.67 2.68 2.70 2.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 636.36 646.75 651.95 662.34 672.73 677.92 688.31 698.70 703.90 714.29 724.68 729.87 740.26 750.65 755.84 766.23 776.62 781.82 792.21 802.60 807.79 818.18 828.57 833.77 844.16 854.55 859.74 870.13 880.52 885.71 896.10 906.49 911.69 922.08 932.47 937.66 948.05 958.44 963.64 974_03 984.42 989.61 1,000.00 1,010.39 1,015.58 1,025.97 1,036.36 1,041.56 1,051.95 1,062.34 1,067.53 1,077.92 1,088.31 1,093.51 1,103.90 1,114.29 1,119.48 1,129.87 1,140.26 1,145.46 1,155.85 1,166.24 1,171.43 1,181_82 1,192.21 1,197.41 1,207.80 1,218.19 1,223.38 1,233.77 1,244.16 1,249.36 1,259.75 1,270.14 1,275.33 1,285.72 1,296.11 1,301.31 1,311.70 1,322.09 1,327.28 1,337.67 1,348.06 636.36 646.75 651.95 662.34 672.73 677.92 688.31 698.70 703.90 714.29 724.68 729.87 740.26 750.65 755.84 766.23 776.62 781.82 792.21 802.60 807.79 818.18 828.57 833.77 844.16 854.55 859.74 870.13 880.52 885.71 896.10 906.49 911.69 922.08 932.47 937.66 948.05 958.44 963.64 974.03 984.42 989.61 1,000.00 1,010.39 1,015.58 1,025.97 1,036.36 1,041.56 1,051.95 1,062.34 1,067.53 1,077.92 1,088.31 1,093.51 1,103.90 1,114.29 1,119.48 1,129_87 1,140.26 1,145.46 1,155.85 1,166.24 1,171.43 1,181.82 1,192.21 1,197.41 1,207.80 1,218.19 1,223.38 1,233.77 1,244.16 1,249.36 1,259.75 1,270.14 1,275.33 1,285.72 1,296.11 1,301.31 1,311.70 1,322.09 1,327.28 1,337.67 1,348.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27_00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27_00 27.00 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 2.73 2.75 2.77 2.78 2.80 2.82 2.83 2.85 2.87 2.88 2.90 2.92 2.93 2.95 2.97 2.98 3.00 3.02 3.03 3.05 3.07 3.08 3.10 3.12 3.13 3.15 3.17 3.18 3.20 3.22 3.23 3.25 3.27 3.28 3.30 3.32 3.33 3.35 3.37 3.38 3.40 3.42 3.43 3.45 3.47 3.48 3.50 3.52 3.53 3.55 3.57 3.58 3.60 3.62 3.63 3.65 3.67 3.68 3.70 3.72 3.73 3.75 3.77 3.78 3.80 3.82 3.83 3.85 3.87 3.88 3.90 3.92 3.93 3.95 3.97 3.98 4.00 4.02 4.03 4.05 4.07 4.08 4.10 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,353.25 1,363.64 1,374.03 1,379.23 1,389.62 1,400.01 1,405.20 1,415.59 1,425.98 1,431.18 1,441.57 1,451.96 1,457.15 1,467.54 1,477.93 1,483.12 1,493.51 1,503.90 1,509.10 1,519.49 1,529.88 1,535.07 1,545.46 1,555.85 1,561.04 1,571.43 1,581.82 1,587.02 1,597.41 1,607.80 1,612.99 1,623.38 1,633.77 1,638.96 1,649.35 1,659.74 1,664.94 1,675.33 1,685.72 1,690.91 1,701.30 1,711.69 1,716.89 1,727.28 1,737.67 1,742.86 1,753.25 1,763.64 1,768.84 1,779.23 1,789.62 1,794.81 1,805.20 1,815.59 1,820.79 1,831.18 1,841.57 1,846.76 1,857.15 1,867.54 1,872.74 1,883.13 1,893.52 1,898.71 1,909.10 1,919.49 1,924.68 1,935.07 1,945.46 1,950.66 1,961.05 1,971.44 1,976.63 1,987.02 1,997_41 2,002.61 2,013.00 2,023.39 2,028.58 2,038.97 2,049.36 2,054.56 2,064.95 1,353.25 1,363.64 1,374.03 1,379.23 1,389.62 1,400.01 1,405.20 1,415.59 1,425.98 1,431.18 1,441.57 1,451.96 1,457.15 1,467.54 1,477.93 1,483.12 1,493.51 1,503.90 1,509.10 1,519.49 1,529.88 1,535.07 1,545.46 1,555.85 1,561.04 1,571.43 1,581.82 1,587.02 1,597.41 1,607.80 1,612.99 1,623.38 1,633.77 1,638.96 1,649.35 1,659.74 1,664.94 1,675.33 1,685.72 1,690.91 1,701.30 1,711.69 1,716.89 1,727.28 1,737.67 1,742.86 1,753.25 1,763.64 1,768.84 1,779.23 1,789.62 1,794.81 1,805.20 1,815.59 1,820.79 1,831.18 1,841.57 1,846.76 1,857.15 1,867.54 1,872.74 1,883.13 1,893.52 1,898.71 1,909.10 1,919.49 1,924.68 1,935.07 1,945.46 1,950.66 1,961.05 1,971.44 1,976.63 1,987.02 1,997.41 2,002.61 2,013.00 2,023.39 2,028.58 2,038.97 2,049.36 2,054.56 2,064.95 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Z�.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27_00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 4.12 4.13 4.15 4.17 4.18 4.20 4.22 4.23 4.25 4.27 4.28 4.30 4.32 4.33 4.35 4.37 4.38 4.40 4.42 4.43 4.45 4.47 4.48 4.50 4.52 4.53 4.55 4.57 4.58 4.60 4.62 4.63 4.65 4.67 4.68 4.70 4.72 4.73 4.75 4.77 4.78 4.80 4.82 4.83 4.85 4.87 4.88 4.90 4.92 4.93 4.95 4.97 4.98 5.00 5.02 5.03 5.05 5.07 5.08 5.10 5.12 5.13 5.15 5.17 5.18 5.20 5.22 5.23 5.25 5.27 5.28 5.30 5.32 5.33 5.35 5.37 5.38 5.40 5.42 5.43 5.45 5.47 5.48 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,075.33 2,080.53 2,090.92 2,101.31 2,106.50 2,116.89 2,127.28 2,132.48 2,142.87 2,153.26 2,158.45 2,168.84 2,179.23 2,184.43 2,194.82 2,205.21 2,210.40 2,220.79 2,231.18 2,236.38 2,246.77 2,257.16 2,262.35 2,272.74 2,283.13 2,288.33 2,298.72 2,309.11 2,314.30 2,324.69 2,335.08 2,340.27 2,350.66 2,361.05 2,366.25 2,376.64 2,387.03 2,392.22 2,402.61 2,413.00 2,418.20 2,428.59 2,438.98 2,444.17 2,454.56 2,464.95 2,470.14 2,480.53 2,490.92 2,496.12 2,506.51 2,516.90 2,522.09 2,532.48 2,542.87 2,548.06 2,558.45 2,568.84 2,574.04 2,584.43 2,594.82 2,600.01 2,610.40 2,620.79 2,625.99 2,636.37 2,646.76 2,651.96 2,662.35 2,672.74 2,677.93 2,688.32 2,698.71 2,703.91 2,714.30 2,724.69 2,729.88 2,740.27 2,750.66 2,755.85 2,766.24 2, 776.63 2,781.83 2,075.33 2,080.53 2,090.92 2,101.31 2,106.50 2,116.89 2,127.28 2,132.48 2,142.87 2,153.26 2,158.45 2,168.84 2,179.23 2,184.43 2,194.82 2,205.21 2,210.40 2,220.79 2,231.18 2,236.38 2,246.77 2,257.16 2,262.35 2,272.74 2,283.13 2,288.33 2,298.72 2,309.11 2,314.30 2,324.69 2,335.08 2,340.27 2,350.66 2,361.05 2,366.25 2,376.64 2,387.03 2,392.22 2,402.61 2,413.00 2,418.20 2,428.59 2,438.98 2,444.17 2,454.56 2,464.95 2,470.14 2,480.53 2,490.92 2,496.12 2,506.51 2,516.90 2,522.09 2,532.48 2,542.87 2,548.06 2,558.45 2,568.84 2,574.04 2,584.43 2,594.82 2,600.01 2,610.40 2,620.79 2,625.99 2,636.37 2,646.76 2,651.96 2,662.35 2,672.74 2,677.93 2,688.32 2,698.71 2,703.91 2,714.30 2,724.69 2,729.88 2,740.27 2,750.66 2,755.85 2,766.24 2,776.63 2,781.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27_00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 5.50 5.52 5.53 5.55 5.57 5.58 5.60 5.62 5.63 5.65 5.67 5.68 5.70 5.72 5.73 5.75 5.77 5.78 5.80 5.82 5.83 5.85 5.87 5.88 5.90 5.92 5.93 5.95 5.97 5.98 6.00 6.02 6.03 6.05 6.07 6.08 6.10 6.12 6.13 6.15 6.17 6.18 6.20 6.22 6.23 6.25 6.27 6.28 6.30 6.32 6.33 6.35 6.37 6.38 6.40 6.42 6.43 6.45 6.47 6.48 6_50 6.52 6.53 6.55 6.57 6.58 6.60 6.62 6.63 6.65 6.67 6.68 6.70 6.72 6.73 6.75 6.77 6.78 6.80 6.82 6.83 6.85 6.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,792.22 2,802.61 2,807.80 2,818.19 2,828.58 2,833.78 2,844.17 2,854.56 2,859.75 2,870.14 2,880.53 2,885.73 2,896.12 2,906.51 2,911.70 2,922.09 2,932.48 2,937.68 2,948.07 2,958.46 2,963.65 2,974.04 2,984.43 2,989.63 3,000.01 3,010.40 3,015.60 3,025.99 3,036.38 3,041.57 3,051.96 3,062.35 3,067.55 3,077.94 3,088.33 3,093.52 3,103.91 3,114.30 3,119.49 3,129.88 3,140.27 3,145.47 3,155.86 3,166.25 3,171.44 3,181.83 3,192.22 3,197.41 3,207.80 3,218.19 3,223.39 3,233.78 3,244.17 3,249.36 3,259.75 3,270.14 3,275.34 3,285.73 3,296.11 3,301.31 3,311.70 3,322.09 3,327.28 3,337.67 3,348.06 3,353.26 3,363.65 3,374.04 3,379.23 3,389.62 3,400.01 3,405.21 3,415.59 3,425.98 3,431.18 3,441.57 3,451.96 3,457.15 3,467.55 3,477.93 3,483.13 3,493.52 3,503.91 2,792.22 2,802.61 2,807.80 2,818.19 2,828.58 2,833.78 2,844.17 2,854.56 2,859.75 2,870.14 2,880.53 2,885.73 2,896.12 2,906.51 2,911.70 2,922.09 2,932.48 2,937.68 2,948.07 2,958.46 2,963.65 2,974.04 2,984.43 2,989.63 3,000.01 3,010.40 3,015.60 3,025.99 3,036.38 3,041.57 3,051.96 3,062.35 3,067.55 3,077.94 3,088.33 3,093.52 3,103.91 3,114.30 3,119.49 3,129.88 3,140.27 3,145.47 3,155.86 3,166.25 3,171.44 3,181.83 3,192.22 3,197.41 3,207.80 3,218.19 3,223.39 3,233.78 3,244.17 3,249.36 3,259.75 3,270.14 3,275.34 3,285.73 3,296.11 3,301.31 3,311.70 3,322.09 3,327.28 3,337.67 3,348.06 3,353.26 3,363.65 3,374.04 3,379.23 3,389.62 3,400.01 3,405.21 3,415.59 3,425.98 3,431.18 3,441.57 3,451.96 3,457.15 3,467.55 3,477.93 3,483.13 3,493.52 3,503.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27_00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 6.88 6.90 6.92 6.93 6.95 6.97 6.98 7.00 7.02 7.03 7.05 7.07 7.08 7.10 7.12 7.13 7.15 7.17 7.18 7.20 7.22 7.23 7.25 7.27 7.28 7.30 7.32 7.33 7.35 7.37 7.38 7.40 7.42 7.43 7.45 7.47 7.48 7.50 7.52 7.53 7.55 7.57 7.58 7.60 7.62 7.63 7.65 7.67 7.68 7.70 7.72 7.73 7.75 7.77 7.78 7.80 7.82 7.83 7.85 7.87 7.88 7.90 7.92 7.93 7.95 7.97 7.98 8.00 8.02 8.03 a.os 8.07 8.08 8.10 8.12 8.13 8.15 8.17 8.18 8.20 8.22 8.23 8.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,509.10 3,519.49 3,529.88 3,535.08 3,545.47 3,555.86 3,561.05 3,571.44 3,581.83 3,587.03 3,597.42 3,607.81 3,613.00 3,623.39 3,633.78 3,638.98 3,649.37 3,659.75 3,664.95 3,675.34 3,685.73 3,690.92 3,701.31 3,711.70 3,716.90 3,727.29 3,737.68 3,742.87 3,753.26 3,763.65 3,768.85 3,779.23 3,789.62 3,794.82 3,805.21 3,815.60 3,820.79 3,831.18 3,841.57 3,846.77 3,857.15 3,867.54 3,872.74 3,883.13 3,893.52 3,898.71 3,909.10 3,919.49 3,924.69 3,935.08 3,945.47 3,950.66 3,961.05 3,971.44 3,976.63 3,987.02 3,997.41 4,002.61 4,013.00 4,023.39 4,028.58 4,038.97 4,049.36 4,054.56 4,064.95 4,075.33 4,080.53 4,090.92 4,101.31 4,106.50 4,116.89 4,127.28 4,132.47 4,142.87 4,153.25 4,158.45 4,168.84 4,179.23 4,184.43 4,194.81 4,205.20 4,210.40 4,220.79 3,509.10 3,519.49 3,529.88 3,535.08 3,545.47 3,555.86 3,561.05 3,571.44 3,561.83 3,587.03 3,597.42 3,607.81 3,613.00 3,623.39 3,633.78 3,638.98 3,649.37 3,659.75 3,664.95 3,675.34 3,685.73 3,690.92 3,701.31 3,711.70 3,716.90 3,727.29 3,737.68 3,742.87 3,753.26 3,763.65 3,768.85 3,779.23 3,789.62 3,794.82 3,805.21 3,815.60 3,820.79 3,831.18 3,841.57 3,846.77 3,857.15 3,867.54 3,872.74 3,883.13 3,893.52 3,898.71 3,909.10 3,919.49 3,924.69 3,935.08 3,945.47 3,950.66 3,961.05 3,971.44 3,976.63 3,987.02 3,997.41 4,002.61 4,013.00 4,023.39 4,028.58 4,038.97 4,049.36 4,054.56 4,064.95 4,075.33 4,080.53 4,090.92 4,101.31 4,106.50 4,116.89 4,127.28 4,132.47 4,142.87 4,153.25 4,158.45 4,168.84 4,179.23 4,184.43 4,194.81 4,205.20 4,210.40 4,220.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27_00 27.00 27.00 27.00 27.00 27.00 27.00 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 8.27 8.28 8.30 8.32 8.33 8.35 8.37 8.38 8.40 8.42 8.43 8.45 8.47 8.48 8.50 8.52 8.53 8.55 8.57 8.58 8.60 8.62 8.63 8.65 8.67 8.68 8.70 8.72 8_73 8.75 8.77 8.78 8.80 8.82 8.83 8.85 8.87 8.88 8.90 8.92 8.93 8.95 8.97 8.98 9.00 9.02 9.03 9.05 9.07 9.08 9.10 9.12 9.13 9.15 9.17 9.18 9.20 9.22 9.23 9.25 9.27 9.28 9.30 9.32 9.33 9.35 9.37 9.38 9.40 9.42 9.43 9.45 9.47 9.48 9.50 9.52 9.53 9.55 9.57 9.58 9.60 9.62 9.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,231.18 4,236.37 4,246.76 4,257.15 4,262.35 4,272.74 4,283.12 4,288.32 4,298.71 4,309.10 4,314.29 4,324.68 4,335.07 4,340.27 4,350.66 4,361.04 4,366.24 4,376.63 4,387.02 4,392.21 4,402.60 4,412.99 4,418.19 4,428.58 4,438.97 4,444.16 4,454.55 4,464.94 4,470.13 4,480.52 4,490.91 4,496_11 4,506.50 4,516.89 4,522.08 4,532.47 4,542.86 4,548.06 4,558.44 4,568.83 4,574.03 4,584.42 4,594.81 4,600.00 4,610.39 4,620.78 4,625.98 4,636.36 4,646.75 4,651.95 4,662.34 4,672.73 4,677.92 4,688.31 4,698.70 4, 703.90 4, 714.29 4,724.68 4,729.87 4,740.26 4,750.65 4,755.84 4,766.23 4,776.62 4,781.81 4,792.20 4,802.59 4,807.79 4,818.18 4,828.57 4,833.76 4,844.15 4,854.54 4,859_74 4,870.12 4,880.51 4,885.71 4,896.10 4,906.49 4,911.68 4,922.07 4,932.46 4,937.66 4,231.18 4,236.37 4,246.76 4,257.15 4,262.35 4,272.74 4,283.12 4,288.32 4,298.71 4,309.10 4,314.29 4,324.68 4,335.07 4,340.27 4,350.66 4,361.04 4,366.24 4,376.63 4,387.02 4,392.21 4,402.60 4,412.99 4,418.19 4,428.58 4,438.97 4,444.16 4,454.55 4,464.94 4,470.13 4,480.52 4,490.91 4,496.11 4,506.50 4,516.89 4,522.08 4,532.47 4,542.86 4,548.06 4,558.44 4,568.83 4,574.03 4,584.42 4,594.81 4,600.00 4,610.39 4,620.78 4,625.98 4,636.36 4,646.75 4,651.95 4,662.34 4,672.73 4,677.92 4,688.31 4,698.70 4,703.90 4,714.29 4,724.68 4,729.87 4,740.26 4,750.65 4,755.84 4,766.23 4,776.62 4,781.81 4,792.20 4,802.59 4,807.79 4,818.18 4,828.57 4,833.76 4,844.15 4,854.54 4,859.74 4,870.12 4,880.51 4,885.71 4,896.10 4,906.49 4,911.68 4,922.07 4,932.46 4,937.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27_00 27_00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 9.65 9.67 9.68 9.70 9.72 9.73 9.75 9.77 9.78 9.80 9.82 9.83 9.85 9.87 9.88 9.90 9.92 9.93 9.95 9.97 9.98 10.00 10.02 10.03 10.05 10.07 10.08 10.10 10.12 10.13 10.15 10.17 10.18 10.20 10.22 10.23 10.25 10.27 10.28 10.30 10.32 10.33 10.35 10.37 10.38 10.40 10.42 10.43 10.45 10.47 10.48 10.50 10.52 10.53 10.55 10.57 10.58 10.60 10.62 10.63 10.65 10.67 10.68 10.70 10.72 10.73 10.75 10.77 10.78 10.80 10.82 10.83 10.85 10.87 10.88 10.90 10.92 10.93 10.95 10.97 10.98 11.00 11.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,948.05 4,958.44 4,963.63 4,974.02 4,984.41 4,989.60 4,999.99 5,010.38 5,015.58 5,025.97 5,036.36 5,041.55 5,051.94 5,062.33 5,067.53 5,077.91 5,088.30 5,093.50 5,103.89 5,114.28 5,119.47 5,129.86 5,140.25 5,145.45 5,155.84 5,166.23 5,171.42 5,181.81 5,192.20 5,197.39 5,207.78 5,218.17 5,223.37 5,233.76 5,244.14 5,249.34 5,259.73 5,270.12 5,275.31 5,285.70 5,296.09 5,301.29 5,311.68 5,322.06 5,327.26 5,337.65 5,348.04 5,353.23 5,363.62 5,374.02 5,379.21 5,389.60 5,399.99 5,405.18 5,415.57 5,425.96 5,431.15 5,441.54 5,451.93 5,457.13 5,467.52 5,477.91 5,483.10 5,493.49 5,503.88 5,509.07 5,519.46 5,529.85 5,535.05 5,545.44 5,555.83 5,561.02 5,571.41 5,581.80 5,587.00 5,597.38 5,607.77 5,612.97 5,623.36 5,633.75 5,638.94 5,649.33 5,659.72 4,948.05 4,958.44 4,963.63 4,974.02 4,984.41 4,989.60 4,999.99 5,010.38 5,015.58 5,025.97 5,036.36 5,041.55 5,051.94 5,062.33 5,067.53 5,077.91 5,088.30 5,093.50 5,103.89 5,114.28 5,119.47 5,129.86 5,140.25 5,145.45 5,155.84 5,166.23 5,171.42 5,181.81 5,192.20 5,197.39 5,207.78 5,218.17 5,223.37 5,233.76 5,244.14 5,249.34 5,259.73 5,270.12 5,275.31 5,285.70 5,296.09 5,301.29 5,311.68 5,322.06 5,327.26 5,337.65 5,348.04 5,353.23 5,363.62 5,374.02 5,379.21 5,389.60 5,399.99 5,405.18 5,415.57 5,425.96 5,431.15 5,441.54 5,451.93 5,457.13 5,467.52 5,477.91 5,483.10 5,493.49 5,503.88 5,509.07 5,519.46 5,529.85 5,535.05 5,545.44 5,555.83 5,561.02 5,571.41 5,581.80 5,587.00 5,597.38 5,607.77 5,612.97 5,623.36 5,633.75 5,638.94 5,649.33 5,659.72 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 663 664 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 11.03 11.05 11.07 11.08 11.10 11_12 11.13 11.15 11.17 11.18 11.20 11.22 11.23 11.25 11.27 11.28 11.30 11.32 11.33 11.35 11.37 11.38 11.40 11.42 11.43 11.45 11.47 11.48 11.50 11.52 11.53 11.55 11.57 11.58 11.60 11.62 11.63 11.65 11.67 11.68 11.70 11.72 11.73 11.75 11.77 11.78 11.80 11.82 11.83 11.85 11.87 11.88 11.90 11.92 11_93 11.95 11.97 11.98 12.00 12.02 12.03 12.05 12.07 12.08 12.10 12.12 12.13 12.15 12.17 12.18 12.20 12.22 12.23 12.25 12.27 12.28 12.30 12.32 12.33 12.35 12.37 12.38 12.40 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.28 8.87 11.66 17.24 22.82 25.62 31.20 36.78 39.57 45.16 50.74 53.53 59.11 64.70 67.49 73.07 5,664.92 5,675.31 5,685.69 5,690.89 5,701.28 5,711.67 5,716.86 5,727.25 5, 737.64 5,742.84 5,753.23 5,763.61 5,768.81 5,779.20 5,789.59 5, 794.78 5,805.17 5,815.57 5,820.76 5,831.15 5,841.54 5,846.73 5,857.12 5,867.51 5,872.70 5,883.09 5,893.48 5,898.68 5,909.07 5,919.46 5,924.65 5,935.04 5,945.43 5,950.63 5,961.01 5,971.40 5,976.60 5,986.99 5,997.38 6,002.57 6,012.96 6,023.35 6,028.55 6,038.93 6,049.33 6,054.52 6,064.91 6,075.29 6,080.49 6,090.88 6,101.27 6,106.46 6,116.85 6,127.25 6,132.44 6,142.83 6,153.22 6,158.41 6,168.80 6,179.19 6,184.39 6,194.78 6,205.17 6,210.36 6,220.75 6,231.14 6,236.33 6,243.44 6,248.25 6,250.65 6,255.46 6,260.26 6,262.66 6,267.47 6,272.28 6,274.68 6,279.49 6,284.30 6,286.70 6,291.50 6,296.31 6,298.71 6,303.52 5,664.92 5,675.31 5,685.69 5,690.89 5,701.28 5,711.67 5,716.86 5,727.25 5,737.64 5,742.84 5,753.23 5,763.61 5,768.81 5,779.20 5,789.59 5,794.78 5,805.17 5,815.57 5,820.76 5,831.15 5,841.54 5,846.73 5,857.12 5,867.51 5,872.70 5,883.09 5,893.48 5,898.68 5,909.07 5,919.46 5,924.65 5,935.04 5,945.43 5,950.63 5,961.01 5,971.40 5,976.60 5,986.99 5,997.38 6,002.57 6,012.96 6,023.35 6,028.55 6,038.93 6,049.33 6,054.52 6,064.91 6,075.29 6,080.49 6,090.88 6,101.27 6,106.46 6,116.85 6,127.25 6,132.44 6,142.83 6,153.22 6,158.41 6,168.80 6,179.19 6,184.39 6,194.78 6,205.17 6,210.36 6,220.75 6,231.14 6,236.33 6,246.72 6,257.11 6,262.31 6,272.69 6,283.08 6,288.28 6,298.67 6,309.06 6,314.25 6,324.65 6,335.03 6,340.23 6,350.62 6,361.01 6,366.20 6,376.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 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12.52 12.53 12.55 12.57 12.58 12.60 12.62 12.63 12.65 12.67 12.68 12.70 12.72 12.73 12.75 12.77 12.78 12.80 12.82 12.83 12.85 12.87 12.88 12.90 12.92 12.93 12.95 12.97 12.98 13.00 13.02 13.03 13.05 13.07 13.08 13.10 13.12 13.13 13.15 13.17 13.18 13.20 13.22 13.23 13.25 13.27 13.28 13.30 13.32 13.33 13.35 13.37 13.38 13.40 13.42 13.43 13.45 13.47 13.48 13.50 13.52 13.53 13.55 13.57 13.58 13.60 13.62 13.63 13.65 13.67 13.68 13.70 13.72 13.73 13.75 13.77 13.78 78.65 81.44 87.23 93.03 95.92 101.71 107.50 110.40 116.19 121.98 124.88 130.67 136.46 139.36 145.15 150.94 153.83 159.62 165.42 168.31 174.10 179.90 182.79 188.58 194.37 197.27 203.06 208.85 211.75 217.54 223.33 226.22 232.02 237.99 240.98 246.95 252.92 255.91 261.88 267.85 270.84 276.81 282.78 285.77 291.75 297.72 300.71 306.68 312.65 315.64 321.61 327.59 330.57 336.55 342.52 345.51 351.48 357.45 360.44 366.41 372.39 375.37 381.34 387.32 390.30 396.45 402.59 405.66 411.80 417.94 421.01 427.15 433.30 436.37 442.51 448.65 451.72 457.86 464.00 467.07 473.21 479.35 482.42 6,308.33 6,310.73 6,315.33 6,319.93 6,322.23 6,326.83 6,331.42 6,333.72 6,338.32 6,342.92 6,345.22 6,349.82 6,354.42 6,356.71 6,361.31 6,365.91 6,368.21 6,372.81 6,377.41 6,379.71 6,384.30 6,388.90 6,391.20 6,395.80 6,400.40 6,402.70 6,407.29 6,411.89 6,414.19 6,418.79 6,423.39 6,425.69 6,430.28 6,434.70 6,436.91 6,441.32 6,445.74 6,447.95 6,452.36 6,456.78 6,458.99 6,463.41 6,467.82 6,470.03 6,474.45 6,478.86 6,481.07 6,485.49 6,489.90 6,492.11 6,496.53 6,500.94 6,503.15 6,507.57 6,511.99 6,514.19 6,518.61 6,523.03 6,525.23 6,529.65 6,534.07 6,536.27 6,540.69 6,545.11 6,547.32 6,551.56 6,555.81 6,557.94 6,562.18 6,566.43 6,568.56 6,572.80 6,577.05 6,579.18 6,583.42 6,587.67 6,589.80 6,594.04 6,598.29 6,600.42 6,604.66 6,608.91 6,611.04 6,386.98 6,392.18 6,402.56 6,412.95 6,418.15 6,428.54 6,438.93 6,444.12 6,454.51 6,464.90 6,470.10 6,480.48 6,490.88 6,496.07 6,506.46 6,516.85 6,522.04 6,532.43 6,542.82 6,548.02 6,558.41 6,568.80 6,573.99 6,584.38 6,594.77 6,599.96 6,610.35 6,620.74 6,625.94 6,636.33 6,646.72 6,651.91 6,662.30 6,672.69 6,677.88 6,688.27 6,698.66 6,703.86 6,714.24 6,724.63 6,729.83 6,740.22 6,750.61 6,755.80 6,766.19 6,776.58 6,781.78 6,792.17 6,802.56 6,807.75 6,818.14 6,828.53 6,833.72 6,844.12 6,854.50 6,859.70 6,870.09 6,880.48 6,885.67 6,896.06 6,906.45 6,911.64 6,922.03 6,932.42 6,937.62 6,948.01 6,958.40 6,963.59 6,973.98 6,984.37 6,989.57 6,999.96 7,010.35 7,015.54 7,025.93 7,036.32 7,041.52 7,051.90 7,062.29 7,067.49 7,077.88 7,088.27 7,093.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.04 2�.04 27.04 27.05 27.05 27.05 27.05 27.05 27.06 27.06 27.06 27.06 27.07 27.07 27.07 27.07 27.07 27.08 27.08 27.08 27.08 27.09 27.09 27.09 27.09 27.10 27.10 27.10 27.10 27.11 27.11 27.11 27.11 27.12 27.12 27.12 27.12 27.12 27_13 27.13 27.13 27.13 27.14 27.14 27.14 27.14 27.15 27.15 27.15 27.15 27.16 27.16 27.16 27.16 27.17 27_17 27.17 27_17 27.17 27.18 27.18 27.18 27.18 27.19 27.19 27.19 27.19 27.20 27.20 27.20 27.20 27.21 27.21 27.21 27.21 27.22 27.22 2�.22 27.22 27.23 27.23 27.23 27.23 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 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713.84 717.00 723.45 729.89 733.12 739.57 746.02 749.24 755.69 762.14 765.36 771.81 778.26 781.48 787.94 794.38 797.61 804.06 810.51 813.73 820.18 826.63 829.85 836.30 842.75 845.98 852.42 858.87 862.10 868.55 875.00 878.22 884.67 891.25 894.54 901.12 907.70 910.99 917.58 924.16 6,615.28 6,619.53 6,621.66 6,625.90 6,630.15 6,632.28 6,636.52 6,640.77 6,642.90 6,647.14 6,651.39 6,653.52 6,657.76 6,661.85 6,663.90 6,667.98 6,672.07 6,674.11 6,678.20 6,682.29 6,684.33 6,688.42 6,692.50 6,694.55 6,698.63 6,702.72 6,704.76 6,708.85 6,712.94 6,714.98 6,719.07 6,723.16 6,725.20 6,729.29 6,733.37 6,735.42 6,739.50 6,743.59 6,745.63 6,749.72 6,753.81 6,755.85 6,759.94 6,764.02 6,766.07 6,770.01 6,773.95 6,775.92 6,779.86 6,783.80 6,785.77 6,789.71 6,793.65 6,795.62 6,799.56 6,803.50 6,805.47 6,809.41 6,813.35 6,815.32 6,819.26 6,823.20 6,825.17 6,829.11 6,833.06 6,835.03 6,838.97 6,842.91 6,844.88 6,848.82 6,852.76 6,854.73 6,858.67 6,862.61 6,864.58 6,868.52 6,872.33 6,874.23 6,878.04 6,881.85 6,883.75 6,887.56 6,891.37 7,103.85 7,114.24 7,119.44 7,129.82 7,140.21 7,145.41 7,155.80 7,166.19 7,171.38 7,181.77 7,192.16 7,197.35 7,207.75 7,218.14 7,223.33 7,233.72 7,244.11 7,249.30 7,259.69 7,270.08 7,275.27 7,285.67 7,296.05 7,301.25 7,311.64 7,322.03 7,327.22 7,337.61 7,348.00 7,353.19 7,363.58 7,373.97 7,379.17 7,389.56 7,399.95 7,405.14 7,415.53 7,425.92 7,431.12 7,441.51 7,451.90 7,457.09 7,467.48 7,477.87 7,483.06 7,493.45 7,503.84 7,509.04 7,519.43 7,529.82 7,535.01 7,545.40 7,555.79 7,560.98 7,571.37 7,581.76 7,586.96 7,597.35 7,607.74 7,612.93 7,623.32 7,633.71 7,638.91 7,649.30 7,659.69 7,664.88 7,675.27 7,685.66 7,690.85 7,701.24 7,711.63 7,716.83 7,727.22 7,737.60 7,742.80 7,753.19 7,763.58 7,768.77 7,779.16 7,789.55 7,794.75 7,805.14 7,815.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 27.24 27.24 27.24 27.24 27.25 27.25 27.25 27.25 27.26 27.26 27.26 27.26 27.27 27.27 27.27 27.27 27.28 27.28 27.28 27.28 27.29 27.29 27.29 27.29 27.30 27.30 27.30 27.30 27.31 27.31 27.31 27.32 27.32 27.32 27.32 27.32 27.33 27.33 27.33 27.34 27.34 27.34 27.34 27.35 27.35 27.35 27.35 27.36 27.36 27.36 27.36 27.37 27.37 27.37 27.37 27.38 27.38 27.38 27.38 27.39 27.39 27.39 27.39 27.40 27.40 27.40 27.41 27.41 27.41 27.41 27.42 27.42 27.42 27.42 27.43 27.43 27.43 27.43 27.44 27.44 27.44 27.44 27.45 912 913 914 915 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951 952 953 954 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 976 977 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 993 994 15.18 15.20 15.22 15.23 15.25 15.27 15.28 15.30 15.32 15.33 15.35 15.37 15.38 15.40 15.42 15.43 15.45 15.47 15.48 15.50 15.52 15.53 15.55 15.57 15.58 15.60 15.62 15.63 15.65 15.67 15.68 15.70 15.72 15.73 15.75 15.77 15.78 15.80 15.82 15.83 15.85 15.87 15.88 15.90 15.92 15.93 15.95 15.97 15.98 16.00 16.02 16.03 16.05 16.07 16.08 16.10 16.12 16.13 16.15 16.17 16.18 16.20 16.22 16.23 16.25 16.27 16.28 16.30 16.32 16.33 16.35 16.37 16.38 16.40 16.42 16.43 16.45 16.47 16.48 16.50 16.52 16.53 16.55 927.45 934.03 940.61 943.90 950.48 957.07 960.35 966.93 973.52 976.81 983.39 989.97 993.26 999.84 1,006.42 1,009.71 1,016.30 1,022.88 1,026.17 1,032.75 1,039.33 1,042.62 1,049.20 1,055.78 1,059.07 1,065.78 1,072.49 1,075.84 1,082.55 1,089.26 1,092.62 1,099.32 1,106.03 1,109.39 1,116.09 1,122.80 1,126.16 1,132.87 1,139.58 1,142.93 1,149.64 1,156.35 1,159.70 1,166.41 1,173.12 1,176.48 1,183.19 1,189.90 1,193.25 1,199.96 1,206.67 1,210.02 1,216.73 1,223.44 1,226.80 1,233.50 1,240.33 1,243.75 1,250.58 1,257.40 1,260.82 1,267.65 1,274.47 1,277.89 1,284.72 1,291.55 1,294.96 1,301.79 1,308.62 1,312.03 1,318.87 1,325.69 1,329.11 1,335.94 1,342.77 1,346.19 1,353.02 1,359.85 1,363.27 1,370.09 1,376.92 1,380.34 1,387.16 6,893.27 6,897.08 6,900.89 6,902.79 6,906.60 6,910.41 6,912.31 6,916.12 6,919.93 6,921.83 6,925.64 6,929.45 6,931.35 6,935.16 6,938.97 6,940.87 6,944_68 6,948.49 6,950.39 6,954.20 6,958_O1 6,959_92 6,963.72 6,967.53 6,969.43 6,973.12 6,976.80 6,978.64 6,982.32 6,986_00 6,987.84 6,991.52 6,995.20 6,997.04 7,000.72 7,004.40 7,006.24 7,009.93 7,013.60 7,015.45 7,019.13 7,022.81 7,024.65 7,028.33 7,032.01 7,033.85 7,037.53 7,041.21 7,043.05 7,046.73 7,050.41 7,052.25 7,055.93 7,059.61 7,061.45 7,065.13 7,068.69 7,070.47 7,074.03 7,077.59 7,079.37 7,082.94 7,086.50 7,088.27 7,091.84 7,095.40 7,097.18 7,100.74 7,104.30 7,106.08 7,109.64 7,113.20 7,114.98 7,118.54 7,122.10 7,123.88 7,127.44 7,131.00 7,132.78 7,136.34 7,139.90 7,141.68 7,145.24 7,820.72 7,831.11 7,841.50 7,846.69 7,857.08 7,867.47 7,872.67 7,883.06 7,893.45 7,898.64 7,909.03 7,919.42 7,924.61 7,935.00 7,945.39 7,950.59 7,960.98 7,971.37 7,976.56 7,986.95 7,997.34 8,002.53 8,012.92 8,023.31 8,028.50 8,038.90 8,049.28 8,054.48 8,064.87 8,075.26 8,080.46 8,090.84 8,101.23 8,106.43 8,116.82 8,127.21 8,132.40 8,142_79 8,153.18 8,158.38 8,168.77 8,179_15 8,184.35 8,194.74 8,205.13 8,210.32 a,aao.�i 8,231.11 8,236.30 8,246.69 8,257.08 8,262.28 8,272.66 8,283.05 8,288.25 8,298.63 8,309.03 8,314.22 8,324.61 8,335.00 8,340.19 8,350.58 8,360.97 8,366.16 8,376.55 8,386.95 8,392.14 8,402.53 8,412.92 8,418.12 8,428.51 8,438.90 8,444.09 8,454.48 8,464.88 8,470.07 8,480.46 8,490.85 8,496.05 8,506.43 8,516.82 8,522.02 8,532.40 0.00 0.00 0.00 0.00 0.00 0.00 0_00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.45 27.45 27.46 27.46 27.46 27.46 27.47 27.47 27.47 27.47 27.48 27.48 27.48 27.48 27.49 27.49 27.49 27.50 27.50 27.50 27.50 27.51 27.51 27.51 27.51 27.52 27.52 27.52 27.52 27.53 27.53 27.53 27.53 27.54 27.54 27.54 27.54 27.54 27.55 27.55 27.55 27.55 27.55 27.56 27.56 27.56 27.56 27.57 27.57 27.57 27.57 27.57 27.58 27.58 27.58 27.58 27.59 27.59 27.59 27.59 27.59 27.60 27.60 27.60 27.60 27.60 27.61 27.61 27.61 27.61 27.62 27.62 27.62 27.62 27.62 27.63 27.63 27.63 27.63 27.63 27.64 27.64 27.64 995 996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 1074 1075 1076 1077 16.57 16.58 16.60 16.62 16.63 16.65 16.67 16.68 16.70 16.72 16.73 16.75 16.77 16.78 16.80 16.82 16.83 16.85 16.87 16.88 16.90 16.92 16.93 16.95 16.97 16.98 17.00 17.02 17.03 17.05 17.07 17.08 17.10 17.12 17.13 17.15 17.17 17.18 17.20 17.22 17.23 17.25 17.27 17.28 17.30 17.32 17.33 17.35 17.37 17.38 17.40 17.42 17.43 17.45 17.47 17.48 17.50 17.52 17.53 17.55 17.57 17.58 17.60 17.62 17.63 17.65 17.67 17.68 17.70 17.72 17.73 17.75 17.77 17.78 17.80 17.82 17.83 17.85 17.87 17.88 17.90 17.92 17.93 1,393.99 1,397.41 1,404.23 1,411.06 1,414.48 1,421.42 1,428.36 1,431.83 1,438.77 1,445.71 1,449.18 1,456.13 1,463.07 1,466.54 1,473.48 1,480.43 1,483.90 1,490.84 1,497.78 1,501.26 1,508.19 1,515.14 1,518.61 1,525.55 1,532.49 1,535.96 1,542.90 1,549.84 1,553.31 1,560.25 1,567.19 1,570.66 1,577.60 1,584.54 1,588.01 1,594.95 1,602.00 1,605.52 1,612.56 1,619.60 1,623.12 1,630.16 1,637.20 1,640.72 1,647.76 1,654.80 1,658.32 1,665.35 1,672.40 1,675.92 1,682.96 1,689.99 1,693.51 1,700.56 1,707.59 1,711.11 1,718.15 1,725.19 1,728.71 1,735.76 1,742.80 1,746.32 1,753.36 1,760.40 1,763.92 1,770.96 1,778.00 1,781.52 1,788.66 1,795.80 1,799.38 1,806.51 1,813.65 1,817.23 1,824.36 1,831.50 1,835.07 1,842.21 1,849.35 1,852.92 1,860.06 1,867.20 1,870.77 7,148.80 7,150.58 7,154.14 7,157.70 7,159.48 7,162.93 7,166.38 7,168.10 7,171.55 7,175.00 7,176.73 7,180.17 7,183.62 7,185.35 7,188.79 7,192.24 7,193.97 7,197.41 7,200.86 7,202.58 7,206.03 7,209.48 7,211.20 7,214.65 7,218.10 7,219.82 7,223.27 7,226.72 7,228.44 7,231.89 7,235.34 7,237.06 7,240.51 7,243.96 7,245.69 7,249.13 7,252.48 7,254.16 7,257.51 7,260.86 7,262.53 7,265.88 7,269.23 7,270.91 7,274.26 7,277.61 7,279.28 7,282.63 7,285.98 7,287.65 7,291.00 7,294.35 7,296.03 7,299.38 7,302.73 7,304.40 7,307.75 7,311.10 7,312.78 7,316.13 7,319.48 7,321.15 7,324.50 7,327.85 7,329.52 7,332.87 7,336.22 7,337.90 7,341.15 7,344.40 7,346.02 7,349.27 7,352.52 7,354.14 7,357.39 7,360.64 7,362.26 7,365.51 7,368.76 7,370.39 7,373.64 7,376.89 7,378.51 8,542.79 8,547.99 8,558.38 8,568.76 8,573.96 8,584.35 8,594.74 8,599.93 8,610.32 8,620.71 8,625.91 8,636.30 8,646.69 8,651.89 8,662.28 8,672.67 8,677.86 8,688.25 8,698.64 8,703.84 8,714.23 8,724.62 8,729.81 8,740.20 8,750.58 8,755.78 8,766.17 8,776.55 8, 781. 75 8,792.14 8,802.53 8,807.73 8,818.12 8,828.51 8,833.70 8,844.09 8,854.48 8,859.67 8,870.07 8,880.46 8,885.65 8,896.04 8,906.43 8,911.63 8,922.01 8,932.40 8,937.60 8,947.99 8,958.38 8,963.57 8,973.96 8,984.35 8,989.54 8,999.93 9,010.32 9,015.51 9,025.91 9,036.30 9,041.49 9,051.88 9,062.27 9,067.47 9,077.86 9,088.25 9,093.44 9,103.83 9,114.23 9,119.42 9,129.81 9,140.20 9,145.40 9,155.78 9,166.17 9,171.37 9,181.75 9,192.14 9,197.34 9,207.73 9,218.11 9,223.31 9,233.70 9,244.09 9,249.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0_O1 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.08 0.12 0.22 0.35 0.43 0.60 0.80 0.91 1.15 1.43 1.58 1.89 2.24 2.42 2.81 3.23 3.44 3.90 4.39 4.64 5.17 5.73 6.02 27.64 27.65 27.65 27.65 27.65 27.65 27.66 27.66 27.66 27.66 27.66 27.67 27.67 27.67 27.67 27.68 27.68 27.68 27.68 27.68 27.69 27.69 27.69 27.69 27.70 27.70 27.70 27.70 27.70 27.71 27.71 27.71 27.71 27.72 27.72 27.72 27.72 27.72 27.73 27.73 27.73 27.73 27.74 27.74 27.74 27.74 27.74 27.75 27.75 27.75 27_75 27.76 27.76 27.76 27.76 27.76 27.77 27.77 27.77 27.77 27.78 27.78 27.78 27.78 27.78 27.79 27.79 27.79 27.79 27.80 27.80 27.80 27.80 27.80 27.81 27.81 27.81 27.81 27.81 27.82 27.82 27.82 27.82 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1127 1128 1129 1130 1131 1132 1133 1134 1135 1136 1137 1138 1139 1140 1141 1142 1143 1144 1145 1146 1147 1148 1149 1150 1151 1152 1153 1154 1155 1156 1157 1158 1159 1160 17.95 17.97 17.98 18.00 18.02 18.03 18.05 18.07 18.08 18.10 18.12 18.13 18.15 18.17 18.18 18.20 18.22 18.23 18.25 18.27 18.28 18.30 18.32 18.33 18.35 18.37 18.38 18.40 18.42 18.43 18.45 18.47 18.48 18.50 18.52 18.53 18.55 18.57 18.58 18.60 18.62 18.63 18.65 18.67 18.68 18.70 18.72 18.73 18.75 18.77 18.78 18.80 18.82 18.83 18.85 18.87 18.88 18.90 18.92 18.93 18.95 18.97 18.98 19.00 19.02 19.03 19.05 19.07 19.08 19.10 19.12 19.13 19.15 19.17 19.18 19.20 19.22 19.23 19.25 19.27 19.28 19.30 19.32 1,877.92 1,885.06 1,888.63 1,895.77 1,902.91 1,906.48 1,913.62 1,920.76 1,924.33 1,931.47 1,938.61 1,942.18 1,949.32 1,956.46 1,960.03 1,967.17 1,974.40 1,978.02 1,985.25 1,992.48 1,996.10 2,003.34 2,010.57 2,014.19 2,021.42 2,028.66 2,032.27 2,039.50 2,046.74 2,050.35 2,057.59 2,064.82 2,068.44 2,075.67 2,082.91 2,086.52 2,093.76 2,100.99 2,104.61 2,111.84 2,119.07 2,122.69 2,129.93 2,137.16 2,140.77 2,148.01 2,155.24 2,158.86 2,166.18 2,173.50 2,177.16 2,184.49 2,191.81 2,195.47 2,202.79 2,210.11 2,213.77 2,221.09 2,228.41 2,232.07 2,239.40 2,246.72 2,250.38 2,257.70 2,265.02 2,268.68 2,276.00 2,283.31 2,286.98 2,294.30 2,301.61 2,305.28 2,312.60 2,319.92 2,323.58 2,330.90 2,338.23 2,341.89 2,349.21 2,356.61 2,360.31 2,367.71 2,375.11 7,381.76 7,385.01 7,386.63 7,389.88 7,393.13 7,394.76 7,398.01 7,401.26 7,402.88 7,406.13 7,409.38 7,411.01 7,414.26 7,417.51 7,419.13 7,422.38 7,425.53 7,427.11 7,430.27 7,433.42 7,435_00 7,438.16 7,441.31 7,442.89 7,446.05 7,449.20 7,450.78 7,453.94 7,457.09 7,458.67 7,461.83 7,464.99 7,466.56 7,469.72 7,472.88 7,474.45 7,477.61 7,480.77 7,482.34 7,485.50 7,488.65 7,490.23 7,493.39 7,496.54 7,498.12 7,501.28 7,504.43 7,506.01 7,509.08 7,512.14 7,513.68 7,516.75 7,519.82 7,521.35 7,524.42 7,527.49 7,529.02 7,532.09 7,535.16 7,536.70 7,539.77 7,542.84 7,544.37 7,547.44 7,550.51 7,552.04 7,555.11 7,558.18 7,559.71 7,562.78 7,565.85 7,567.38 7,570.45 7,573.52 7,575.05 7,578.12 7,581.19 7,582.73 7,585.79 7,588.79 7,590.28 7,593.27 7,596.26 9,259.67 9,270.07 9,275.26 9,285.65 9,296.04 9,301.24 9,311.63 9,322.02 9,327.21 9,337.60 9,348.00 9,353.19 9,363.58 9,373.97 9,379.16 9,389.55 9,399.93 9,405.13 9,415.52 9,425.91 9,431.10 9,441.49 9,451.88 9,457.08 9,467.47 9,477.86 9,483.05 9,493.44 9,503.83 9,509.03 9,519.42 9,529.81 9,535.00 9,545.39 9,555.78 9,560.98 9,571.36 9,581.75 9,586.95 9,597.34 9,607.73 9,612.92 9,623.31 9,633.70 9,638.89 9,649.28 9,659.67 9,664.87 9,675.26 9,685.65 9,690.84 9,701.23 9,711.62 9,716.82 9,727.21 9,737.60 9,742.79 9,753.19 9,763.58 9,768.77 9,779.16 9,789.55 9,794.75 9,805.13 9,815.52 9,820.72 9,831.11 9,841.49 9,846.69 9,857.08 9,867.46 9,872.66 9,883.05 9,893.44 9,898.63 9,909.03 9,919.42 9,924.61 9,935.00 9,945.39 9,950.59 9,960.98 9,971.37 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 6.62 7.24 7.56 8.23 8.93 9.28 10.02 10.78 11.17 11.97 12.80 13.22 14.09 14.98 15.44 16.37 17.33 17.82 18.82 19.85 20.37 21.44 22.53 23.08 24.21 25.37 25.95 27.15 28.37 28.99 30.28 31.61 32.29 33.69 35.14 35.87 37.39 38.94 39.73 41.35 43.02 43.86 45.59 47.36 48.26 50.09 51.97 52.92 54.85 56.83 57.83 59.87 61.95 63.00 65.14 67.32 68.43 70.66 72.94 74.09 76.43 78.80 80.00 82.43 84.90 86.15 88.67 91.23 92.52 95.14 97.79 99.12 101.83 104.57 105.95 108.75 111.57 113.00 115.88 118.79 120.26 123.23 126.23 27.82 27.83 27.83 27.83 27.83 27.83 27.84 27.84 27.84 27.84 27.85 27.85 27.85 27.85 27.85 27.86 27.86 27.86 27.86 27.86 27.86 27.87 27.87 27.87 27.87 27.88 27.88 27.88 27.88 27.88 27.88 27.89 27.89 27_89 27_89 27.89 27.90 27.90 27.90 27.90 27.90 27.90 27.91 27.91 27.91 27_91 27.91 27.91 27.92 27.92 27.92 27.92 27.92 27.92 27.93 27.93 27.93 27.93 27.93 27.93 27.94 27.94 27.94 27.94 27.94 27.94 27.94 27.95 27.95 27.95 27.95 27.95 27.95 27.96 27.96 27.96 27.96 27.96 27.96 27.96 27.96 27.97 27.97 1161 1162 1163 1164 1165 1166 1167 1168 1169 1170 1171 1172 1173 1174 1175 1176 1177 1178 1179 1180 1181 1182 1183 1184 1185 1186 1187 1188 1189 1190 1191 1192 1193 1194 1195 1196 1197 1198 1199 1200 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216 1217 1218 1219 1220 1221 1222 1223 1224 1225 1226 1227 1228 1229 1230 1231 1232 1233 1234 1235 1236 1237 1238 1239 1240 1241 1242 1243 19.33 19.35 19.37 19.38 19.40 19.42 19.43 19.45 19.47 19.48 19.50 19.52 19.53 19.55 19.57 19.58 19.60 19.62 19.63 19.65 19.67 19.68 19.70 19.72 19.73 19.75 19.77 19.78 19.80 19.82 19.83 19.85 19.87 19.88 19.90 19.92 19.93 19.95 19.97 19.98 20.00 20.02 20.03 20.05 20.07 20.08 20.10 20.12 20.13 20.15 20.17 20.18 20.20 20.22 20.23 20.25 20.27 20.28 20.30 20.32 20.33 20.35 20.37 20.38 20.40 20.42 20.43 20.45 20.47 20.48 20.50 20.52 20.53 20.55 20.57 20.58 20.60 20.62 20.63 20.65 20.67 20.68 20.70 2,378.81 2,386.21 2,393.61 2,397.31 2,404.71 2,412.11 2,415.81 2,423.21 2,430.61 2,434.31 2,441.71 2,449.11 2,452.81 2,460.21 2,467.61 2,471.31 2,478.71 2,486.11 2,489_81 2,497_21 2,504.61 2,508.30 2,515.70 2,523.10 2,526.81 2,534.21 2,541.61 2,545.31 2,552.79 2,560.27 2,564.01 2,571.49 2,578.97 2,582.71 2,590.19 2,597.66 2,601.40 2,608.89 2,616.36 2,620.10 2,627.58 2,635.06 2,638.80 2,646.29 2,653.77 2,657.51 2,664.99 2,672.47 2,676.21 2,683.69 2,691.17 2,694.91 2,702.39 2,709.87 2,713.61 2,721.09 2,728.57 2,732.31 2,739.79 2,747.33 2,751.11 2,758.67 2,766.21 2,769.99 2,777.54 2,785.10 2,788.88 2,796.43 2,803.98 2,807.76 2,815.31 2,822.87 2,826.64 2,834.20 2,841.75 2,845.53 2,853.08 2,860.64 2,864.41 2,871.96 2,879.52 2,883.29 2,890.84 7, 597 7, 600 7,603 7,605 7, 608 7,611 7, 612 7, 615 7, 618 7, 620 7,623 7,626 7, 627 7, 630 7, 633 7,635 7,638 7,641 7,642 7,645 7, 648 7, 650 7,653 7,656 7, 657 7, 660 7,663 7,665 7, 667 7, 670 7,672 7, 675 7,678 7, 679 7, 682 7,685 7,686 7,689 7,692 7, 694 7, 697 7, 699 7, 701 7,704 7,707 7,708 7,711 7,714 7, 715 7,718 7,721 7,723 7,726 7,729 7,730 7,733 7, 736 7, 737 7,740 7, 743 7,744 7, 747 7,750 7, 752 7,754 7, 757 7,759 7,761 7,764 7, 766 7,769 7,771 7,773 7, 776 7,778 7,780 7,783 7, 786 7, 787 7,790 7,793 7,794 7, 797 75 74 73 23 22 20 70 69 68 17 16 15 64 63 62 12 11 10 59 58 58 07 06 OS 55 54 53 02 93 84 29 20 11 57 48 38 84 75 66 11 02 93 39 30 21 66 57 48 94 85 76 21 12 03 49 40 31 76 67 51 93 76 60 02 85 69 11 95 78 20 04 88 29 13 97 39 22 06 48 32 15 57 41 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1431 1432 1433 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 1451 1452 1453 1454 1455 1456 1457 1458 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 48 50 52 53 55 57 58 60 62 63 65 67 68 70 72 73 75 77 78 80 82 83 85 87 88 90 92 93 95 97 98 00 02 03 OS 07 08 10 12 13 15 17 18 20 22 23 25 27 28 3,967 3,974 3,982 3,986 3,994 4,002 4,006 4, 014 4, 022 4, 026 4,034 4,042 4,046 4, 054 4, 062 4,066 4,074 4,081 4, 085 4, 093 4,101 4,105 4,113 4,121 4, 125 4,133 4,141 4,145 4, 153 4,161 4,165 4,173 4,183 4,188 4, 197 4,206 4,210 4, 217 4,224 4,227 4,232 4,237 4,238 4,242 4,244 4,245 4,246 4,246 4,246 02 95 88 84 76 69 66 58 51 47 40 32 29 21 14 10 03 95 92 85 77 74 67 59 55 48 41 38 31 24 20 13 52 54 89 55 53 81 38 33 52 02 93 04 47 33 38 72 72 8,165 8,167 8,170 8,171 8,174 8,176 8,177 8,180 8,182 8,183 8,186 8,188 8,190 8,192 8,194 8,196 8,198 8,201 8,202 8,204 8,207 8,208 8,210 8, 213 8,214 8,217 8,219 8, 220 8,223 8,225 8,226 8, 229 8, 229 8,229 8,229 8,229 8,229 8, 229 8,229 8,229 8,229 8,229 8,229 8,229 8,229 8,229 8,229 8,229 8,229 38 84 31 54 00 47 70 16 62 85 32 78 O1 47 94 17 63 10 33 79 25 49 95 41 64 10 56 79 26 72 95 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 12,132 12,142 12,153 12,158 12,168 12,179 12,184 12,194 12,205 12,210 12,220 12,231 12,236 12,246 12,257 12,262 12,272 12,283 12,288 12,298 12,309 12,314 12,324 12,335 12,340 12,350 12,360 12,366 12,376 12,386 12,392 12, 402 12,412 12, 417 12, 427 12,435 12,439 12,447 12,453 12, 456 12, 461 12, 466 12,468 12, 471 12, 473 12,474 12, 475 12, 476 12, 476 40 79 19 38 77 16 35 74 13 32 71 10 30 69 07 27 66 OS 24 63 03 22 61 00 20 59 98 17 56 96 15 54 93 95 30 95 94 21 79 74 93 43 34 45 88 74 78 13 13 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1,250.83 1,257.78 1,264.73 1,268.21 1,275.18 1,282.17 1,285.66 1,292.65 1,299.65 1,303.16 1,310.17 1,317.20 1,320.71 1,327.75 1,334.80 1,338.32 1,345.38 1,352.45 1,355.99 1,363.07 1,370.16 1,373.70 1,380.81 1,387.92 1,391.47 1,398.59 1,405.72 1,409.29 1,416.43 1,423.58 1,427.15 1,434.31 1,441.49 1,445.09 1,452.31 1,459.55 1,463.17 1,470.41 1,477.66 1,481.27 1,488.49 1,495.69 1,499.28 1,506.43 1,513.53 1,517.07 1,524.09 1,531.06 1,534.51 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 aa 28 28 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 12 12 iz 12 12 REPORT OF STOI�MWATER POND SO/LS STUDY RELIGIOUS COMMUNITY SERVICES Clearwater, Florida PREPARED FOR; GLE ASSOCIATES, INC. 4300 W. Cypress Street, Suite 400 Tampa, Florida 33607 FES PROJECT NO.: 13-1832 February 25, 2013 PREPARED BY: 1= FAULKNER ENG/NEERlNG SERV/CES, lnc. 2734 Causeway Center Drive Tampa, Florida 33619 I � February 25, 2Q13 Mr. Robert Fudge, P.E. GLE Associates, Inc. 4300 W. Cypress Street, Suite 400 Tampa, Fiorida 33607 RE: Report of Stormwater Pond Soils Study Religious Cammunity Services Clearwater, Florida FES Project No.: 13-1832 Dear Mr. Fudge: . .�. .. ,{ , . � I t., . � i��. Faulkner Engineering Service, Inc. (FES) has completed a stormwater pond soils study for the referenced project. We provided our services in general accordance with our proposal number P12- 2892 dated December 18, 2012 that was authorized by GLE Associates, Inc. The purpose of our investigation was to explore the subsurface soil and groundwater conditions within the planned stormwater pond to provide information for stormwater pond design and evaluate the site soils for use as structural fill. This report summarizes the field exploration performed by FES and presents our findings, conclusions and geotechnical engineering recommendations. PROJECT INFORMATION Existinq Site The property is located near the northeast corner of N. Fort Harrison Ave. and Engman St. in Clearwater Florida. The planned stormwater pond is located at the southwest corner of the property. Soil Survev Review As part of our study we have reviewed applicable sections of the 'Soil Survey for Pinellas County, Florida as prepared by the U.S. Department of Agriculture Natural Resource Conservation Service ,� (formerly the Soil Conservation Service). According to the Soil Survey the property is primarily underlain by: Astatula soi/s and Urban land, 0 to 5 percent slopes — This complex consists of Astatula soils that are excessively drained and of areas of Urban land. The NRCS indicates the Astatula soil typically has a surface layer of very dark gray fine sand about 3 inches thick underlain by light brown, brownish yellow, light yellowish brown and very pale brown fine sand to a depth of 80 inches. The NRCS indicates that the seasonal high water table in most years is at a depth of more than 6 feet. The urban land part of this complex consists of high-density residential developments, commercial buildings, streets, highways, parking lots, and other types of impervious ground cover. SUBSURFACE INVESTIGATION Field Investiqation During our field investigation, one (1) standard penetration test (SPT) boring was drilled to a depth of 15 feet below ground surface (bgs) within the planned stormwater pond. The fieldwork was performed on February 12, 2013. The procedures used by FES for field sampling and testing were in general accordance with ASTM procedures, industry standards of care and established geotechnical engineering practice. '�(��4 t ��2u��u�,r1� (.�°tiirr ('>r�t�r • �I.uuE��.i. FL ',�(�I�� • I'li: �I i-(�'( `�lt��`; • f,a.� �I i (�'1-5_' �_' ��ii t� f iull:n��r�°n<< r�,in Report of Stormwater Pond Soils Study Religious Community Services Clearwater, Florida FES Project No.: 13-1832 February 25, 2013 Page 2 The standard penetration test (SPT) boring was advanced by means of truck accessible drilling equipment employing wet rotary drilling techniques. The drillers collected soil samples using a split barrel sampler driven by a rope and cathead hammer system in general accordance with standard penetration test procedures (ASTM D1586). The standard penetration test was performed continuously in the upper ten feet of the borings and at five-foot intervals thereafter. The samples recovered from the standard penetration test boring were placed in sealed containers and transported to the FES laboratory for further evaluation. Detailed descriptions of the soils encountered during the field exploration are presented on the attached Boring Logs in Appendix A. A member of our staff was onsite during the fieldwork to monitor the drilling and also perform a brief cursory site reconnaissance, noting pertinent site and topographic features as well as surface indicators of soil conditions. FES staff located the borings in the field estimating distances from features shown on a drawing provided by GLE Associates, Inc. Because of the methods used, the boring locations shown on the attached Boring Location Plan (Plan 1) should be considered approximate. Soil Sample Handling and Classification The soil samples obtained during our drilling operations were placed in sealed containers to retain moisture and returned to our laboratory. The samples were visually classified by a staff geotechnical engineer using the current Unified Soil Classification System in general accordance with the procedures outlined in ASTM D2488 and reviewed by a Senior Professional Geotechnical Engineer. FINDINGS Subsurface Conditions General Soil Profile The conditions presented below highlight the major subsurface stratifications encountered during our field exploration of the site. More detailed descriptions of the materials encountered are provided on the attached soil profile. It should be understood that subsurFace conditions will vary across this site and between boring locations. Changes in subsurFace strata may be more gradual than indicated. The major subsurface stratifications encountered in our SPT boring within the planned stormwater pond area were: varying colored fine sands (SP) and fine sands with trace of silt fines (SP-SM) to the termination of the boring at 15 feet (bgs). Groundwater Groundwater was not encountered in the SPT boring at the time of drilling. Groundwater levels will fluctuate with time due to seasonal rainfall and locally heavy precipitation events; therefore, future groundwater levels may be encountered at depths different from those indicated by our borings. The seasonal high water table is typically encountered during late summer following the rainy season. Based on our experience and review of the soil survey for Pinellas County (soil indicators were not evident in our boring), we estimate the seasonal high groundwater level within the area explored may be encountered at depths greater than 7.0 feet (bgs). CONCLUSIONS Our geotechnical engineering evaluation of this site and our recommendations with respect to the proposed project are based on our site observations and the field exploratory data obtained from our borings. We anticipate the soils excavated from the proposed stormwater pond will be used for fill material onsite. Report of Stormwater Pond Soils Study Religious Community Services Ciearwater, Florida FES Project No.: 13-1832 February 25, 2013 Page 3 Our SPT boring perFormed within the planned stormwater pond at the property generally encountered fine sands (SP) and fine sands with trace of silt (SP-SM) from the present ground surface to the termination of the borings at 15 feet (bgs). The SP and SP-SM soils if excavated will provide a good source for structural fill during site development. It should be noted that subsurFace conditions can vary across this site and between boring locations. Conditions can also vary in areas not explored by our borings. Contractors bidding earthwork requirements are urged to conduct their own borings, test pits or other investigations to determine those conditions that may affect their specific work requirements. FES cannot be responsible for interpretations made by others based on the information contained in this report and the attachments. RECOMMENDATIONS Site Preparation Site Stripping Before earthwork and construction activities begin, all existing topsoil, vegetation, surface debris, large roots down to finger-size and any other deleterious material should be removed from within the construction limits. Site stripping should extend at least ten feet beyond the construction area. Any pockets of organics, organic laden soils and/or deleterious material should be undercut to competent soil. The resulting excavations should be backfilled with structural fill placed in maximum one-foot thick lifts. Backfill soils should be of the same composition and be compacted to the same criteria as structural fill soils. This process should be observed by a representative of FES to check that all organics, organic laden soils and/or deleterious material has been removed. Proof-Rolling / In-Place Densification Following site stripping and prior to any fill placement or beginning construction, proof-roiling / in-place densification of the ground surface with a heavy vibratory roller should be performed within the construction area. However, based on past experience, vibratory rollers should be operated in the static mode within 100 feet of existing structures to avoid transmission of vibrations that could cause structural distress. Compaction within the construction area should continue until the soils appear relatively firm and unyielding and the soils have achieved a relative campaction of at least 95 percent of modified proctor maximum dry density (ASTM D-1557) to a depth of at least 2 feet below the present ground surface. The subgrade soil 1-foot below new pavement should be compacted to at least 98 percent. Proof-rolling and densification efforts should be closely monitored by a FES engineering technician to observe any unusual or excessive deflection of the soils beneath the compacting equipment used. If unusual or excessive deflection is observed, then the areas should be undercut to firm soil and backfilled with compacted structural fill placed in maximum one-foot thick lifts. Borrow Areas Structural Fill Suitability Definition The preferred soil used for structural fill and backfill can be defined as clean fine sand containing less than twelve percent material by weight that is finer than a number 200 sieve {material conforming to SP to SP-SM or SP-SC in the Unified Soils Classification System). Encountered material containing up to 35 percent fines (materials conforming to SC or SM in the Unified Soil Classification System) may also be utilized as structural fill, provided their plasticity index is less than 10, and the working subgrade is above the existing groundwater level. Report of Stormwater Pond Soiis Study Religious Community Services Ciearwater, Florida FES Project No.: 13-1832 February 25, 2013 Page 4 Any muck or organic soil if encountered on site will not be suitable for fill and should be disposed of offsite or placed in landscape areas and used for planting purposes. Because of the variability of the subsurface soils encountered, additional laboratory testing should be perFormed on the excavated material during grading and earthwork activities to evaluate its suitability for use as fill material. Soil Suitability The limited borings performed within the stormwater pond suggest sands conforming to SP to SP-SM soils are present from ground surface to a depth approximately 15 feet (bgs). Placement Structural fill with less than 12 percent fines should be placed in lifts nof to exceed one foot thick. Materials with fines content greater than 12 percent should be placed in maximum 6-inch loose fifts. The fill material should be compacted to at least 95 percent of its modified Proctor maximum dry density (ASTM D-1557). The upper 1-foot below pavements should be compacted to 98 percent of modified Proctor maximum dry density. Confined areas, such as utility trenches, should be compacted with manually operated vibratory compaction equipment. Field density testing to verify compaction should be performed for each lift of structural fill placed for each 2,000 ft2 of area below structures and for each 5,000 ft2 below pavements. In pavement areas, the subbase and base materials should be tested to the same frequency. Density tests should be performed for each lift of fill for every 100 lineal feet of backfill placed in utility excavations or other excavations that are within the paving areas. Depending on the time of year construction occurs, materials excavated containing clay fines may exist in a saturated condition. These soils will require processing and drying to achieve a moisture content to allow placement and proper compaction. Spreading the clayey material in thin lifts (6 inches loose thickness) and aerating by disking can facilitate and hasten the drying process. Disking will also be useful to breakdown larger clods of clayey soils. Specialty equipment typically associated with clayey soils such as a sheep's foot roller will also be required to achieve proper compaction. The placement and compaction of moisture sensitive soils of this type will require time and effort beyond that typically associated with sand soil. A grading contractor experienced with placing and compaction of clay soils can likely reduce costly project delays due to soil conditions. TESTING AND MONITORING Construction testing and monitoring are essential to proper site construction and performance. Observation and testing of site preparation and earthwork activities is an integral part of the engineering recommendations contained in this report. Having FES provide the construction materials testing and inspection services provides continuity and increases the potential that our recommendations will be properly implemented. LIMITATIONS This report has been prepared for the exclusive use of GLE Associates, lnc. and their designers for the specific application to the project previously discussed. Our conclusions and recommendations have been rendered using generally accepted standards of geotechnical engineering and geology practice in the state of Florida. No other warranty is expressed or implied. Report of Stormwater Pond Soils Study Religious Community Services Clearwater, Florida FES Project No.: 13-1832 February 25, 2013 Page 5 Our conclusions and recommendations are based on the design information furnished to us, the data obtained from the previausly described subsurface exploration, and our experience. They do not reflect variations in the subsurface conditions that are likely to exist in the region of our borings and in unexplored areas of the site. These variations are due to the inherent variability of the subsurface conditions in this geologic region. Shauld variations become apparent during construction, it will be necessary to re-evaluate our conclusions and recommendations based upon our on-site observations of the conditions. Florida is underlain by limestone bedrock that is susceptible to dissolution and the subsequent development of karst features such as voids and sinkholes in the natural soil overburden. Construction in a sinkhole prone area is therefore accompanied by some risk that internal soil erosion and ground subsidence could affect new structures in the future. It is not possible to investigate or design to completely eliminate the possibility of future sinkhole related problems. In any event, the Owner must understand and accept this risk. The scope of our services does not include any environmental assessments or investigations for the possible presence of hazardous or toxic materials in the soil, groundwater or surface water within or in the general vicinity of the site studied. Any statements made in this report or shown on the test boring logs regarding unusual subsurface conditions and/or composition, odor, staining, origin or other characteristics of the surface and/or subsurface materials are strictly for the information of our client and may or may not be indicative of an environmental problem. If changes are made in the overall design or the location of the proposed stormwa#er pond, the recommendations presented in this report must not be considered valid unless the changes are reviewed by our firm and recommendations modified or verified in writing. We should be given the opportunity to review the applicable portions of the project specifications when the design is finalized. This review will allow us to check whether these documents are consistent with the intent of our recommendations. CLOSING Faulkner Engineering Services Inc. appreciates the opportunity to be of service to GLE Associates, Inc. by providing these geotecnnical consulting services and we look forward to assisting you through project completion. If you have any questions concerning this report, please do not hesitate to contact the undersigned. Sincerely, Faul n r En ine r�ne� Services, Inc. � % .� �9 / � . t� %.� (.,�� David W. Faulkn�r, F'.E. President Florida License No. 50740 Attachments: Boring Location Plan (Plan 1) Appendix A: Logs of Soil Borings Appendix B: Key to Soil Classification :�' � • � � •� , � � _ _ -- -- ..�. � � � �}� � A M8►7t7i dF FAlLh3fM ff 45T i �, LC4T` .� � � _ � ' ' � F ua� � + , � d �. � � _ _, __ ._. _..__ ._.._ � � _ ._..�,,,._.._ ? � ; �� `� ` �.i 1 _ � �"rkill�l/9ilf'ioG �__ �r �y�. 1 4 � Tq# g I,Y �'y,L y �kl __ ..s. . _ . , : . . _ _� . . __ ., . . — —� �,r � F ,I__ sr■ � j, ' �� , � � � i i�:4 � =fs�r I ,. .; .� � ��•� I f�� ...� �� _ ql� . � �, � � _�_ � �� ._. �� . � _ .. i �. �f j �, i•,�t •, '��,r � E � � ' �� s�- ii 5 +'rt �� : p i a� i a i�� - �'`r��. "�� , , � �,� w �tfV � �+m;�::- .�rc.aUtr ��:F�. �_ . ( .. .:- �� , r ., zr y(��q °z. �- i ��Sj1, e �4 R C�.37ki�� . ! ,"�;. �.,, ''f {� � 5 j _ � � � 'S ,_�e.,_� 1 � � x:� ' ' ��V, � ' � l��_ . _.... . is' � � ar .�-�j�� fi�'?9t�S' i� � i�� i� I P. . ��I I �� .�� ,_ � �.; � � `�� . 'x � _; . � � �- i �'` i s -�� . -� � i � I � � , I � ' ? i � I =� �, � �-°l ?" � i: L�1T :i� �� . � ; �„� �� ' � � ` �� J� t � '� , -- �=�' �' ' �` "" � J6ffi .'�_ .. ' .. ., ..hi�_.._.. �i`�"'s. �I y '; � . � � �� + 1 � ��. ,��g. ��E ,� � a L(:�T 1 ! c r � � �:�� i3 ''.° I '� � � �I I � � I �� E�'i = , � �ti � �� ` � I �� i � �.�� ' � �'� E '� i � .�' � `� � I� ' ` I � �; � �*�" � � � �-�:_ � _f .i i�.. _.. °�� '<�+ �-�� .��: ��. � — _ ._� � i �� , � , j '�, +�; ,��, . '�� ; j � I � �°�� . . ��, , r , �`� i j ( � �� j ' `� e�: ,,;r � - ! � �.__�_1 � � ' � � i i ! �� -"'� ' ^ � �-� �, � ; � ,. I a . }• � _7 � � � ..: � ��,i+�- � r. ,�. : ._: t i ""_ r � _ ��''�� _ . r :, . . �, ,a !� {+ �� .�� . ►� � � � k � � LEGEND APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING B-1 Gaotechnkai Engtr�ears DATE: SCALE: JOS N0. � ��.�,��,� Alaterld Test6. Religious Community o2.25.�s N.-r.s. 13-1832 � FA U L K N E R2�3{ Cauaewa Centv Dr ENqNEERING SFRNCES, INC. HIN�iE: 81 821.8188 FAX: 873.821.8232 Services DRAWN: BE PLAN 1 www.tuulkneranq.com CHKD: DF Report of Stormwater Pond Soils Study Religious Community Seniices Clearwater, Florida FES Project No.: 13-1832 February 25, 2013 � � � � � LOGS OF SOI� BORINGS . FAULKNER �R�LL HoLE L�� f',JC�fN��h'd;NG S�RVd£'E:s, 1rtz;� ��R�Nl7 �Q.. O°� Pi'O)@Cti: IZeligious Communih� Ser��icc;s - Storin��ater Pond Soils St�ul}� C�letlt: GI.E Associates, tnc. Project Na: t 3- � s3z Date: 2- � z-zt� i 3 Location: cle<�r�v�tec, t�1. Elevation: N�n DYI��@I': Cenh�al Florid�� G�oiech LO�g@d By: BL Drill Rig: att2soo Depth to Water> Initial `-; . At Completion -� : t�t: M = o �, � � �v � Sample _ __ Standard Penetration Test � ° E � Description n Penetration Resistance o � � � Na. Biows N 10 20 30 40 4 . _ _ _ ._ _ _ _ _._. _.. . i..i'....: SP Loose, bro4��ii, fine SnND (SP) Zaa � i.... .., 1 8 _ . � . . :I ___ ___ _ � _ _ _ _ ___ _.. Li�ht bro�vn asz . :i . i 2 5 _ _ , ... .., , , .... .., •"; :. .. ... . ___ _ _ _ _ _ . _ __ _ ::,..i Very loose azz � • : `. : :I 3 4 ` ', _ �; :� _ __ •--_ -- ___ _ _ L.00SE 333 � �� _, 4 6 _ � .. __ ____ ____ -- — I - �i : 'j -- ----- 433 ----... - l ----. _...--- � - -- -_ .... I.' :, 5 6 =� - --- - - - - ... ., i::::::, 10 i:.:'.::.:� i::�•.: i: I � � :� I• :i , rt�;� r.��;r.�:j SP- Medium-Dense, very light brown, slightly silty, �«;':,.,I SM {�Ile SAND SP 15 End of boring 20 25 � 35 This information na 6 15 to this boring and should not be interpreted as being indicitive of the site. ' II ' KEY TO SYMBOLS Symbol Description Strata symbols � Poorly graded sand r.��y.�: Poorly graded sand "'"'''' with silt Soil Samplers � Standard penetration test Notes: l. Exploratory boring were performed using a 2-inch diameter split barrel sampler d��v�n by a 140 lbs hammer {In aceordance with ASTM D1586) 2. These logs are subject to the limitations, conclusions, and recommendations in this report. Report of Stormwater Pond Soils Study Religious Community Services Clearwater, Fiorida FES Project No.: 13-1832 February 25, 2013 1 � � , � �� KEY TO SOIL CLASSIFICATION UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) Laboratory Classification Data Group Finer than Major Division Symbol No. 200 Supplementary Requirements Soil Description Sieve % Coarse-Grained Grave�ly Soils GW 0- 5* C� ? 4 and 1 s C� < 3 Well-Graded Gravels, Sandy Gravels GP 0- 5" C< 4 and / or 1> C> 3 Gap-Graded or Uniform Gravels, Sandy (Over Half of " ` Gravels Coarse Fraction GM 12 or More" PI < 4 or Below A-Line Silty Gravels, Silty Sandy Gravels Larger than No. 4 Sieve) GC 12 of More" PI >_ 7 and On or Above A-Line Clayey Gravels, Clayey Sandy Gravels (Over 50% by Weight Sandy Soils SW 0- 5" C� >_ 6 and 1<_ C� s 3 Well-Graded Sands, Gravelly Sands Coarser than No. 200 Sieve) SP 0- 5* C< 6 and / or 1> C> 3 Gap-Graded or Uniform Sands, Gravelly (Over Half of � ° Sands Coarse Fraction SM 12 or More* PI < 4 or Below A-Line Silty Sands, Silty Gravelly Sands Larger than No. 4 Sieve) 5C 12 of More* PI >_ 7 and On or Above A-Line Clayey Sands, Clayey Gravelly Sands Fine-Grained ML Plasticity Chart Silts, Very Fine Sands, Silty or Clayey Fine LOW Sands, Micaceous Silts Compressibility CL Plasticity Chart Low Plasticity Clays, Sandy or Siliy Clays (Liquid Limit Less Than 50) OL Plasticity Chart, Organic Odor or Color Organic Silts and Clays of Low Plasticity (Over 50% by Weight Finer MH Plasticity Chart Micaceous Silts, Diatomaceous Silts, than No. 200 Sieve) HIGH Volcanic Ash Compressibility CH Plasticity Chart Highly Plastic Clays and Sandy Clays (Liquid Limit Greater Than 50) OH Plasticity Chart, Organic Odor or Color Organic Silts and Clays of High Plasticity Soils with Fibrous Organic Matter PT Fibrous Organic Matter, Will Char, Burn, or peat, Sandy Peats, and Clayey Peat Glow *For Soils having 5 to 12 percent passing the No. 200 Sieve, use a dual symbol such as GW-GC. � REPORT OF FIELD PERMEABILITY TESTING AND SHW STUDY RELIGIOUS COMMUNITY SERVICES Clearwater, Florida . � . , � � f . ► .. .� l. __ . GLE ASSOCIATES, INC. 4300 W. Cypress Street, Suite 400 Tampa, Florida 33607 FES PROJEC?' NO.: 12-1737 November 29, 2012 PREPARED BY: L: FAULKNER EN,G/IdEER/NG SERV/CES, Jnc. 2734 Causeway Center Drive Tampa, Florida 33619 ' � '` November 29, 2012 Mr. Robert Fudge, P.E. GLE Associates, Inc. 4300 W. Cypress Street, Suite 400 Tampa, Florida 33607 RE: Report of Field Permeability Testing and SHW Study Religious Community Services Clearwater, Florida FES Project No.: 12-1737 GLE Job Number: 12000-11946 Dear Mr. Fudge: >> ,�� Faulkner Engineering Service, Inc. (FES) has completed the field permeability testing and SHW study for the referenced project. We provided our services in general accordance with our proposal No. P12-2830 (Rev.1), dated October 22, 2012 that was authorized by GLE Associates, Inc. This brief report prepared by FES summarizes our field investigation, review of applicable published site information and our findings and conclusions related to the subsurface conditions encountered at the site. PROJECT INFORMATION Existinq Site The property is located near the northeast corner of N. Fort Harrison Ave. and Engman St. in Clearwater Florida. The testing was performed near the center of Lot 2. Soil Survev Review As park of our study we have reviewed applicable sections of the `Soil Survey for Pinellas County, Florida" as prepared by the U.S. Department of Agriculture Natural Resource Conservation Service (formerly the Soil Conservation Service). According to the Soil Survey the property is primarily underlain by: Astatula soils and Urban land, 0 to 5 percent slopes — This complex consists of Astatula soils that are excessively drained and of areas of Urban land. The NRCS indicates the Astatula soil typically has a surface layer of very dark gray fine sand about 3 inches thick underlain by light brown, brownish yellow, light yellowish brown and very pale brown fine sand to a depth of 80 inches. The NRCS indicates that the seasonal high water table in most years is at a depth of more than 6 feet. The urban land part of this complex consists of high-density residential developments, commercial buildings, streets, highways, parking lots, and other types of impervious ground cover. ' 7 �-1 C :�,iii,c��iy� t ��7t�r [�n��c • 1,�i7�E�n, Fl_ 3 �(,1 �) • (`h: ti I �.�ti� I iti l (i�'� • F��i� `� I �-6_' 1 ,'�.'_ ; , ��tic�+�.t.��ilkncrcnz�.c�,m '� � � Report of Field Permeability Testing and SHW Study Religious Community Services Clearwater, Florida FES Project No.: 12-1737 November 29, 2012 Page 2 FIELD PERMEABILITY TEST One (1) field permeability test was performed at the referenced site. The field permeability testing was performed based on falling head test methods. The testing was performed at an approximate depth of 4 feet below ground surface (bgs). The location of the field testing is shown on the attached Boring Location Plan (Plan 1). Estimates of both the saturated vertical (Kv) and horizontal (Kh) hydraulic conductivity based on our field testing are presented in the following Table: Kv Kh Depth Vertical Hydraulic Horizontal Hydraulic Location below ground Conductivity Conductivity surface (ft./day) (ft./day) feet Perm -1 4 12 48 FINDINGS AND CONLUSIONS In general, the soils encountered by advancing the hand auger boring were varying colored fine sands {SP) from the present ground surFace to the termination of the boring at a depth of 7 feet (bgs). More detailed descriptions of the materials encountered are provided on the attached auger boring logs. Groundwater was not encountered within the depths explored. Groundwater levels will fluctuate with time due to seasonal rainfall and locally heavy precipitation events; therefore, future groundwater levels may be encountered at depths different from those indicated by our borings. The seasonal high water table is typically encountered during late summer following the rainy season. Based on our experience and review of the soil survey for Pinellas County (soil indicators were not evident in our borings), we estimate the seasonal high groundwater level within the areas explored may be encountered at depths greater than 7.0 feet (bgs). LIMITATIONS This report has been prepared for the exclusive use of GLE Associates, Inc. for the specific application to the project previously discussed. Our findings have been rendered using generally accepted standards of geotechnical engineering and geology practice in the state of Florida. No other warranty is expressed or implied. Our findings are based on the design information furnished to us; they do not reflect variations in the subsurface conditions that are likely to exist in the region of our tests and in unexplored areas of the site. These variations are due to the inherent variability of the subsurface conditions in this geologic region. Should variations become apparent during construction, it will be necessary to re-evaluate our conclusions based upon our on-site observations of the conditions. , l Report of Field Permeability Testing and SHW Study Religious Community Services Clearwater, Fiorida FES Project No.: 12-1737 November 29, 2012 Page 3 CLOSING Faulkner Engineering Services Inc. appreciates the opportunity to be of service to GLE Associates, Inc. by providing these geatechnical consulting services and we look forward to assisting you through project completion. If you have any questions cancerning this report, please do not hesitate to contact the undersigned. Sincerely, Faulk� r Eng nee�`ing Services, Inc. ;,; „ I-�I' r� � I�.u'. � ��' ( / :� :�,� Da�iid �JV. F�ulkner, P. . � President � Florida License No. 50740 Attachments: Boring Location Plan (Plan 1) Auger Boring Logs � r •'��I �� r° , �• � F„ tR BORING LOCATION PLAN �r ,�� + �� f�� , � � ..__._..�..�..—�. ��..�+..� --...,._.._, „�� i �t E Lt7t 4 � � $ � �� i. � LEGEND PE�-�APPROXIMATE LOCATION OF FIELD PERMEABILITY TEST H��APPROXIMATE LOCATION OF HAND AUGER BORING C.otxMlcai Enginaara DATE• SCALE' C.x�afructton Alatetlo� Teet6� RELIGIOUS COMMUNITY 11.29.s2 N.T.s. i FAULKNER2�34 Cauasway C3�79Dr ENqNEEftING SERNCES, INC. pHONE: 813621.8188 CENTER SERVICES DRAWN: WK FAX: 8�.821.8232 www.taul arenq.com CHKD: DF �_a� w � �� Q � �� 1"_ � a� 0 � xi�aEf [INFTI¢ av onr il-OS 4 PEFEfi N N Jo�2-1737 M ., � AUGER BORING LOGS FES Project No.: 12-1737 Auger Borings Performed on 11l28/2012 Depth feet BGS 0 - 1,0 1.0 - 7.0 7.0 HA-1 iPerm-1) Soil Description Gray, fine SAND (SP) with small roots Light brown, fine SAND (SP) Auger boring terminated Groundwater table was not encountered at time of auger boring. Estimated seasonal high groundwater level is > 7' below ground surface.