FLD2012-10019 ""���,.� � � � M"'°'�
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October 9. 2012
2100 NURSERY RD
Mr. Matthe�� lackson, Planner [I FLD2012-10019
City of Clearwater �
Planning and Development Impenyl Gardens h n �y * �u• o�F�
100 South Myrtle Ave. Zon,n^: ���e��'��"����'"�'�s�`�� �"!`�'". ����
Clearwater, FL 337�6
RE: Imperial Gardens, Building H—Parking Lot Modification
2100 Nurse�y Road,
Clearwater, FL
Dear Matt
In accordance �vith your letter on October 3, 2012, �lease find attached the following revised ite�ns and
responses foc our Fle�ible Development Application for the above referenced site.
l. (11) revised Fle�ible Development App(icatio►ls;
2. (1 1) S�u�veys:
3. (11) Drainage reports.
Response:
1. Green space has been added to page 2,
2. Vehicular use aeea I�as been added to page 2,
3. Impervious surface catio has been added to page 3.
4. Maximum pecmitted density has been added to page 3.
�. Minimum off-street parking has been added to page 3,
6. Zoning districts had been corrected,
7. Complete responses have been added to page 7,
8. Responses to criterioii numbers one, tvvo,three, five& six liave been completed,
9. Full size s�u�vey of the entire 1? acre parcel is no�a� included,
10. Right-of-���a� line has been added to the plan,
1 1. An additional location map has been added to fu►-ther clarifi the project ��ork location,
12. Propert} lines have been added to tlle site plan and location map. additionall� a sw�ve� of the entire
site is included,
13. E�isting conditions are sho�vn on the site plan,
14. Demolition notes and labels are included on the site plan.
15. Existing and proposed vehicular use areas have been dimei�sioned.
16. E�isting sidewa(ks have been dimensioned.
17. Srorim��ater design information is included on tl�e plai� and report.
18. Right-of-�va}� informatioi� has been added to the site plai�.
19. Dimensions have been added as requested.
610 E. Morgan Street • Brandon, FL 3 3 5 1 0-4607
813.643.9907 • Fax: 813.643.9917
20. Noted: We will coordii�ate with Matt Ai�derson on if a tree inventorv is required.
Please feel free to call ���e at(813) 643-9907 ���ith any questioi�s.
Sincerelv,
Auror ivil Eng' eering, Inc.
hris eddle. P.E.
President
o Planning & Development Department
� C earwater Flexible Develo ment A lication
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 PLANNING&DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE.
A T6TAL OF 11 COMPLETE SETS OF PLANS AN17 APPUCA710N MATERIALS (1 ORIGINAL AND 10 COPIES)AS REQUIRED WITHIN
ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMIT-fEE. SUBSEQUENT SUBMITTAL FOR THE
COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF PlANS 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 DEVEIOPMENT CODE.
FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200
APPLICATION FEE: $1,205
PROPERTY OWNER(PER DEED): Imperial Gardens Co
MAILING ADDRESS: 8816 Six Forks Road, Suite 201 Raleigh, NC 27615-2983
PHONE NUMBER:
EMAIL:
AGENT OR REPRESENTATIVE: Chris E.Weddle, PE
MAILING ADDRESS: 610 E. Morgan Street Brandon, FL 33510
PHONE NUMBER: 813-643-9907
EMAIL: chris@auroracivil.com
ADDRESS OF SUBJECT PROPERTY: 2100 Nursery Road, Clearwater, FL 33764
PARCEL NUMBER(S): 24-29-15-00000-410-0100
LEGAL DESCRI PTION: Beg at SW cor of NE 1/4 of SE 1/4 run N 40 ft E,96.01 FT to POB,Thence N 27 Deg W 142.53 ft,thence N 493 FT MOL
to N Line of S 1/2 of NE 1/4 of SE 1/4 Thence E 860.65 FT S TO N Bndy of Nursery RD,thence W along said line to POB
PROPOSED USE(5): Apartment Complex
DESCRIPTION OF REQUEST: Modify existing parking lot in front of building "H"of the Imperial Gardens Apartments to:
Specifically identiJy the request (1)Construct 3 new parking spaces and a drive aisle, (2) Remove above grade planter&add a
(include all requested code flexibility; parking space, (3)Remove above grade planter&convert space into full size landscape island,
e.g., reduction in required number of
parking spaces, heiqht setbacks, lot �4) Remove 48 LF of 4'sidewalk. (5)Construct treatment sump for 1/2"of runoff for new
size,lot width,specific use,etc.J: impervious areas.
Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865
Page 1 of 8 Revised 01112
o Planning& Development Department
� C earwater 1 m n A lication
Flexible Deve op e t pp
� Data Sheet
PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM
WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING
APPUCATION CYCLE.
ZONING DISTRICT: MHDR
FUTURE LAND USE PLAN DESIGNATION: RH
EXISTING USE (currently existing on site): APARTMENTS
PROPOSED USE(new use,if any;plus existing,if to remain):APARTMENTS(NO CHANGE PROPOSED)
SITE AREA: 529,690 sq.ft. 12.16 acres
GROSS FLOOR AREA(total square footage of ail buildings):
Existing: 210,450 sq.ft.
Proposed: 210,450 sq.ft.
Maximum Allowable: sq.ft.
GRO55 FLOOR AREA(total square footage devoted to each use,if there will be multiple uses):
First use: 210,450 sq.ft.
Second use: N�A sq.ft.
Third use: N�A sq.ft.
FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site):
Existi ng: 0.40
Proposed: 0.40
Maximum Allowable: 0.60
BUILDING COVERAGE/FOOTPRINT(15`floor square footage of all buildings):
Existing: 106,300 Sq.{�, ( 20.1 %of site)
Proposed: 106,300 sq.ft. ( 20.1 %of site)
Maximum Permitted: 317,814 sq.ft. ( 60.0 %of site)
GREEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer):
Existing: 255,590 sq.ft. ( 48•3 %of site)
Proposed: 254,354 sq.ft. ( 48.0 %of site)
VEHICULAR USE AREA(parking spaces,drive aisles, loading area):
Existing: 118,716 sq.ft. ( 22•4 %of site)
Proposed: 119,952 sq.ft. ( 22.6 %of site)
Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;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: 0.517
Proposed: 0.520
Maximum Permitted: 0.85
DENSITY(units, rooms or beds per acre): BUILDING HEIGHT:
Existing: 19.7 Existing: 2-STORY
Proposed: 19.7 Proposed: 2-STORY
Maximum Permitted: 30 Maximum Permitted: 30-40 FEET
OFF-STREET PARKING:
Existi ng: 314
Proposed: 318
Minimum Required: 480(2/unit)
WHAT IS THE ESTIMATED TOTAL VAIUE OF THE PROIECT UPON COMPLETION? $15,000
ZONING DISTRICTS FOR ALL ADIACENT PROPERTY:
North: 2 LMDR lots,otherwise not in City zoning
South: Southeast parcel is MHDR,otherwise not in City zoning
East: C
West: LMDR
STATE OF FLORIDA,COUNTY Of PINELLAS �J��
I, the undersigned, acknowledge that all Sworn to and subscribed before me this / day of
representations made in this application are true and
accurate to the best of my knowledge and authorize �C TO�C�`— --.�-�1� ,to me and/or by
City represe tives to visit and photograph the C��riS�c,��E'/' 'vP��`B who is personally known I�e�
property de ibed in this ap lication. �
�
ti��
�'� Notary Public Sta of Fbrida
. Stephen G Con ett
- My Commission E 179855
Sign ure of property owner or representative N public, 6
y commission expires: � —���
Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 3 of 8
Revised 01/12
o Planning& Development Department
� C earwater Flexible Development Application
� Site Plan Submittal Package Check list
IN ADDITION TO THE COMPLETED FLEXIBLE DEVELOPMENT(FLD) APPLICATION,ALL FLD APPLICATIONS SHALL INCLUDE A SITE
PLAN SUBMITTAL PACKAGE THAT INCIUDES THE FOLLOWING INFORMATION AND/OR PLANS:
❑ Responses to the flexibility criteria for the specific use(s) 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.
❑ 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.
❑ 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.
❑ tf 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.
0 If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other sirnilar
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.
❑ 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:
❑ index sheet of the same size shall be included with individual sheet numbers referenced thereon.
❑ North arrow,scale,location map and date prepared.
❑ Identification of the boundaries of phases,if development is proposed to be constructed in phases.
❑ Location of the Coastai 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.
❑ Location,footprint and size of all existing and proposed buildings and structures on the site.
0 Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site,with proposed points
of access.
❑ 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 buiiding construction permit.
❑ Location of solid waste coilection facilities, required screening and provisions for accessibility for collection.
❑ Location of off-street loading area,if required by Section 3-1406.
❑ Ali adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections
and bus shelters.
❑ 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.Myrtie Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865
Page 4 of 8 Revised 01/12
❑ Typical floor plans,including floor plans for each floor of any parking garage.
❑ Demolition plan.
❑ 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.
❑ 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 inciude developments that are expected to negatively impact a constrained roadway or developments
with unknown trip generation and/or other unknown factors.
❑ 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 conjuncdon with the application for development approval:
0 Location, size, description, specifications and quantities of all existing and proposed landscape materials, including
botanical and common names.
D Existing trees on-site and immediately adjacent to the site, by species,size and location,including drip line.
❑ 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.
❑ 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.
❑ Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape
islands and curbing.
0 Drainage and retention areas, including swales,side slopes and bottom elevations.
❑ Delineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any.
Planning&Development Department,100 S.Myrtle Avenue,Ciearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 5 of 8 Revised 01112
o Planning&Development Department
� C earwater Flexible Development Application
� General Applicability Criteria
PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX(6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAII, 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.
Existing Buiidings/Siie - No builaing cnanges proposed. The addition of 4 parking spaces io
the 12 acre site will not affect the harmony, bulk, coverage and character of the 240 unit
apartment complex.
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.
Existing Buildings/Site - No significant changes proposed. The addition of 4 parking spaces to
the 12 acre developed apartment complex will not hinder or discourage the appropriate development
and use of the adjacent land and buildings or significantly impair their value.
3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood
of the proposed use.
Existing Buildings/Site - No significant changes proposed. The addition of 4 parking spaces to
the 12 acre developed apartment complex will not adversely affect the health or safety or persons
residing or working in the neighborhood.
4. The proposed development is designed to minimize traffic congestion.
Existing Buildings/Site - No significant changes proposed. The additionai parking spaces wili
improve traffic congestion.
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for
development.
Existing Buildings/Site - No significant changes proposed. The addition of 4 parking spaces
is consistent with the surrounding community character.
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of
operation impacts,on adjacent properties.
Existing Buitdings/Site - No significant changes proposed. The addition of 4 parking spaces
to the 12 acre apartment complex should pose adverse effects on the adjacent properties.
Planning&Development Departme�t,100 S.Myrtle Avenue,Clearvvater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 6 of 8 Revised 01112
o Planning&Development Department
� C earwater 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 DETAII,EACH CRITERION
IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL(USE SEPARATE SHEETS AS NECESSARY).
1 The proposed parking spaces do not affect the intensity or other development standards.
z. The proposed parking spaces will not reduce the fair market value of the
abutting properties. The parking spaces front Nursery Road.
3. The parking spaces are an allowed use within the district.
4. The parking spaces are compatible with the adjacent land uses.
5, The addition of the parking spaces should upgrade the immediate vicinity of
parcel; overflow vehicles should no longer be parking in the drive aisle.
6. The design of the additional parking spaces meets the development criteria of the City of
Clearwater. Removed overflow parking from the drive aisles and allowing then to
park in a parking space will improve the overall function and aesthetics of the site.
,. The addition of the 3 parking spaces does not affect the lot width, req'd setbacks
or height requirements of the parcel. The net affect to the off-street parking
are as noted in item # 7 above.
s.
Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 7 of 8 Revised 01/12
. . . • u �" �`� �� �r� �-`` �I�c-�
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o Planning&Development Department
� C earwater Flexible Development Application
� Affidavit to Authorize Agent/Representative
1. Provide names of all property owners on deed—PRINT full names:
Imperial Gardens Co
2. That(I am/we are)the owner(s)and record title holder(s)of the following described property:
Imperial Gardens Apartments at 2100 Nursery Road, Clearwater, FL
3. That this property constitutes the property for which a request for(describe request):
Parking lot modifications.
4. That the undersigned(has/have)appointed and(does/do)appoint:
Christopher E. Weddle
as(his/their)agent(s)to execute any petifions 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 application and the owner
authorizes City representatives to visit and photograph the property described in this application;
7. That(I/we),the undersigned authority,hereby certify that the foregoing is true and correct.
Property Owner Property Owner
Property Owner Property Owner
STATE OF FLORIDA,COUNTY OF PINELLAS
BEFORE ME THE UNDERSIGNED,AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON
THIS DAY OF , , PERSONALLY APPEARED
WHO HAVING BEEN FIRST DULY SWORN
DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED.
Notary Public Signature
Notary Seal/Stamp My Commission Expires:
Ptanning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 8 of 8 Revised 01112
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MODRET
SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS
PROJECT NAME : Imperial Gardens
MANUAL RUNOFF DATA USED
UNSATURATED ANALYSIS EXCLUDED
Pond Bottom Area 56,60 ftz
Pond Volume between Bottom & DHWL 58.30 ft3
Pond Length to Width Ratio (L/W) 3.00
Elevation of Effective Aquifer Base 15.40 ft
Elevation of Seasonal High Groundwater Table 17.40 ft
Elevation of Starting Water Level 19.40 ft
Elevation of Pond Bottom 19.40 ft
Design High Water Level Elevation 19.90 ft
Avg. Effective 5torage Coefficient of Soil for Unsaturated Analysis 0,01
Unsaturated Vertical Hydraulic Conductivity 32.00 ft/d
Factor of Safety 2.00
Saturated Horizontal Hydraulic Conductivity 30.00 ft/d
Avg. Effective Storage Coefficient of Soil for Saturated Analysis 0,05
Avg. Effective Storage CoefFicient of Pond/Exfiltration Trench 1,00
Hydraulic Control Features:
Top Bottom Left Right
Groundwater Control Features - Y/N N N N N
Distance to Edge of Pond 0.00 0.00 0.00 0.00
Elevation of Water Level 0.00 0,00 0,00 0,00
Impervious Barrier -Y/N N N N N
Elevation of Barrier Bottom 0.00 0,00 eA6`q'ef",°'�o�J,00
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MODRET
TIME - RUNOFF INPUT DATA
PROJECT NAME: IMPERIAL GARDENS
STRESS INCREMENT VOLUME
PERIOD OF TIME OF RUNOFF
NUMBER (hrs) (ft3)
Unsat 0.00 0,00
1 0.10 58.30
2 36.00 0,00
Y
MODRET
ELEVATION VS OVERFLOW RELATIONSHIP
PROJECT NAME : Imperial Gardens ,
Structure Type: V_NOTCH
Crest Elevation �SA Ql�!u8 S "n �\�Y��
Vertex Angle of"V" 90.00
Coefficient of Discharge 3.31
Weir Flow Exponent 1,50
Number of Contractions 0.00
Design High Water Level Elevation 19.90 ft
MODRET
SUMMARY OF RESULTS
PRO]ECT NAME : Imperial Gardens
CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW
(hrs) (feet) RATE (cfs) RATE (cfs) (ft3)
00.00 - 0.00 17.400 OA00 * __._ _ _
0.00000
0.00 17.400 0,03878
0.03868
0.10 19.781 0,03857 0,00
0.00151
8.25 19.400 0.00
Maximum Water Elevation: 19.781 feet @ 0.10 hours Recovery @ 8,250 hours
* Time increment when there is no runoff
WARNING Maximum Infiltration Rate; 28.659 ft/day Exceeds Vertical Permeability; 16.000 ft/day
INFILTRATION : IMPERIAL GARDENS
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Time (hrs)
Total Volume Infiltrated = 58 ft3
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INFILTRATION : IMPERIAL GARDENS
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Phone: (919)9�6-3096
Focsimile: j919)846-581�A
Eninil:jktaitmanericarcreslrealty.com
Via Email
September 4•, 2012
To Nliom It�'Iay Concern:
Please consider tl�is letter authorization for Cl�ris Weddle, P.E. of Aurora Civil
Engineering, Inc. to act as ageni: for Imperial ProPerties, LLC for tl�e purposes of
applying for and obtainivg required permits for tl�e parking lot modifications for
our facility at 2100 Nursery Road, Clearwater, I+L, Parcel ID #24-29-15-00000-
410-0100. �
Plcase feel Iree to contact�e sl�ould yoi� have questions regarding the foregaing.
Very truly yours.
���
Jason Iilaitman
Autl�orized Agent for Imperial Properties,LLC
STATE OF NORTH CAROLINA
COUNTY OF�AKE
I certify tl�at the follo�ving person(s) personally appeared before me tlus
day, each acknowIedging to me that l�e or sl�e signed the foregoing document:
name(s)of principals.
Datc: �'� ,d►-(-aU��
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(OFGcial Seal) , �-j,G�.
(official signature o��notary)
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1NC.
GEOTECHNICAI&MATERJALS
ENGlNEER/NG,TESTING 6 1NSPECTlON
May 30, 2012
Rivercrest Realty Investors
8816 Six Forks Road
Suite 201
Raleigh, NC 27615
Attn: Mr.Jason Klaitman
Subject: Proposed Drainage Swale
Imperial Gardens Apartments
2100 Nursery Road
Clearwater, Hillsborough County, Florida
Test Lab Project No: 12-3705
Dear Mr. Klaitman:
Test Lab, Inc. (Test Lab) has completed one (1) Double-Ring Infiltrometer(DRI) test and one (1) hand auger
boring at the Imperial Gardens Apartments located at 2100 Nursery Road, Clearwater, Hillsborough County,
Florida. These tests were performed within the proposed limits of the drainage swale.
One (1) DRI test was conducted in accordance with ASTM Procedure D-3385. One (1) hand auger
boring was performed to an approximate depth of 5 feet to evaluate the seasonal high water table
(SHWT). The soils encountered were classified in accordance with the Unified Soil Classification System
(USCS) and are shown on the attached Soil Profile. The locations of the DRI test and hand auger boring
may be found on the attached Field Test Location Plan.
The data obtained frorn the DRI test indicates that the infiltration rate of the soils encountered at the
location of DRI-1 is approximately 16 inches per hour.
At the time of this study, the water table was not encountered. The United States Department of
Agriculture "Soil Survey of Pinellas County, Florida" indicates that the shallow soils at the Imperial
Gardens property are composed of Adamsville soils and Urban land, 0 to 5 percent slopes. According to
the soil survey, the seasonal high ground water table for Adamsville soils and Urban land, 0 to 5 percent
slopes is at approximately 2 feet below natural ground surface elevation, from June to November during
normal years; the permeability rate ranges from 6 to 20 inches per hour. Based on a review of soii sampled
from boring P-1, the estimated SHWT is approximately 3 feet. Considering fill has been added to this site for
P.D. BOX 75732 • TAMPA, FLORlDA 33684 • PHONE(813J 872-7821 • FAX(8i3)872-1876
. • •
Report of Double Ring Infiltrometer Test and Seasonai High May 30, 2012
Imqerial Gardens- Proposed Drainaqe Swale Test Lab Proiect No.: 12-3705
development, the estimated SHWT from our boring appears to be consistent with the Web Soil Survey
SHWT estimation for this site.
Test Lab, Inc. appreciates the opportunity to be of service. Should you have questions concerning this
information,please do not hesitate to contact us.
Sincerely,
Test Lab, Inc.
Jeanne Berg, P.E.
Florida License No. 50699
Copies Submitted: (2) Client
Enclosures: Field Test Location Plan
Soil Profile (P-1)
Soil Legend
.
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Imperial Gartlens '� �; � � � r ;
2700 Nursery Roatl � x ; �. ';y, ��
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�"'""�' FIELD TEST LOCATION PLAN
LEGEND
SOIL PROFILE
Gray to Brown to Very Pale Brown SAND to SAND
0 With Siit(SP/SP-SM)
P-1
� � A-Trace Roots
W W
W Q O � 11-� SP Unified Soii Classification System(ASTM D 2488)
Za � �q z Group Symbol As Determined By Visual Review
= Z O = GNE Groundwater Table Not Encountered
a1 � � Estimated Seasonal High Groundwater
,� W 5 5 w
0 0
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s �„�..
E
Sorc��.�.ar.
g .M...ae.,..e.rrxrw�w+.ee.,al.
� Notes:
x "�^"'— 1, ihe profiles depktetl are ol a generalizetl nature lo highlight ihe major
- su6surface sUalification feaWres antl material charactenstics.The soll
Imperial Gardens pm111es Inclutle soll descdptlon,st2tlficatlons anA penetratlon 2515tances.
21D0 Nursery Road The stratifcations shown on the bonng prpfiles represent t�e conditions
^ Clearwarer,FL only at the actual bodng IowHon.Vadatlons may occur and shoultl be
�� expeaed between borinq locations.7he slratficaGOns reD�esent Ihe
appmzimate boundary beRVeen subsuAace matenals and the actual
lransitlon may be g2dual.
��e-vmos 2. Groundwater levels generally fluauate dunng penods of prolonged drought
and eMended ralnfall and may be aRected Dy man-made Influences.In
vey>h zo�i 2 adtlltlon,e seasonal eHect wlll also occur In whlch hlgher groundwater
_ M levels or temporary oerched mnditions are normally recorded in rainy
`�"°'T°5"� seasons.
SOIL SYMBOLS
SAND CLAY SHELL
I
IClayey SAND Gravelly CLAY Silty SHELL
, Gravelly SAND Sandy CLAY COQUINA
Shelly SAND Shelly CLAY MUCK/PEAT
_ _ I
Silty SAND Silty CLAY CAVITY
SILT GRAVEL SOFT LIMESTONE
Clayey SILT Clayey GRAVEL HARD LIMESTONE
Gravelly SILT Sandy GRAVEL ORGANIC SAND
: E Sandy SILT Sheliy GRAVEL DEBRIS/TRASH
Shelly SAND Silty GRAVEL
Granular Materials Silts and C►ays
Safety Hammer Automatic Safety Hammer Automatic
Relative Density SPT N-Value Hammer SPT Consistency SPT N-Value Hammer SPT
(Blow/Foot) N-Value (g�ow/Foot) N-Value
(Blow/Foot) (Blow/Foot)
Very Loose Less than 4 Less than 3 Very Soft Less than 2 �ess than 1
Loose 4-10 3-8 Soft 2-4 1 -3
Medium Dense 10-30 8-24 Firm 4-8 3-6
Dense 30-50 24-40 Stiff 8- 15 6- 12
Very Dense Greater than 50 Greater than 40 Very Stiff 15-30 12-24
Hard Greater than 30 Greater than 24
Strata Changes -i�tne coiumn"Soil Descriptions"on the drill log the horizontal lines represent strata changes. A solid
line(—)represents an estimated observed change.
GYOUIICI W8t@1' -Observations were made at the times indicated. Porosity of soil strata,weather conditions,site
topog�2pr�y,etc. may cau5e Ci�anges in ihe wiaier ieveis ir�ciiCaieti ori i'rie ioy5.
EST � �N�.
S O I L L E G E N D GEOTECHNICAL& MATERIALS
ENGINEERING,TESTING&INSPECTION
�
0
a
�s�iE BENCNr+naK CRAPHIC SCALE w
TOP OF MANHOLE
ELE✓AIION=19 Hi 'p
(IN FEFI')
"IMPERIAL GAROENS" i in�e= zo' a
auuoi�c
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LEGEND
• • WALK' • x (L) L[GAL REICFENCE
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I I^M1�Q x .J'1� .�j� �WND RDN PPE NO.0.
8 •,A. M1�L� I �'�� ��y' � I I K I x�(S I I x i I 3� �� B� 2' K % �OUND PINCNED%nE
M1� M1 .� 9 M1 M1 RP �WNO HON R�p,N01.0.
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x'M)p[x iExCE
NURSERY ROAD TOw EDGE Of wniER
OW i0G OF vn
ea/ec encx o�cwe
EW/EP EDGC p FRVLY[Ni
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ONC. GONGtEiC
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UtNFRCRWND UPlitt uatKEa
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GiE GENEPnt iCLEPHONE
� ELECiR�C BOx
T1ELEPHONE BOX
WA1ER VALVE
\; riac xroxnul
SURY£YOR'S NOiES �
iifl5 IS NOi A BOUNOARY SURVCY. B�P BACKftOx wtE�£NiER
2. rllf SPECIFlC PURPOSE OF Ml5 SURYEY IS TO SNOW 1HE HOR;ZONIAL AND iR FELU£VALK
VFRIICA( (pCAiIONS WI1HM A SPECIFlC AREA AS SPEpFlED BY iHf' CLIENI NO A� MUNBEF pf PARNW4 SonCES
OlMER PURPOSE OR PURPOSES ARE INIENDEO & XpNDILPC SP�LE
J. NO UNOERGROUNO UTILInfS, FWNDAIIONS OKRHANGS OR IWRIGAlION SYSIEMS
V.fRE LOCATEO EXCEPI AS SH014N. H< N<NpIC<P
a AS USED HEREIN, TME WORO 'CERIIFIED'SHACL MfAN AN EXPRESSION Of 1NE oc0 DOt/MSFWi
CONSUC 1ANf5 PROFESSIQVA[ OPIN/ON i0 IHE BESI R` TNIS INfORMAPpv, SCO� SnMtaRY SEwEF CIEnHWi
KNON2EOGE/ND BEUEF,ANO OLLS NOI CONSiIiUIE A WARRANTY LR GUAFANIEE GO O CLEMYWI
BY iHE CONSULTANI � SiOFM GRAIE INLEI
5. iNIS SURVCV/la5 BEEN PREPnFED EXPRESSLY FOR )HE NANED ENIIIIES /�/0 uE5 w1ERE0 Exp SECnM
OINER PERSOrv OR ENIITY �5 EN1110ED TO RELY UCON qND/OR REUSE iM�S
� SnM1nRx SE11Ea unNNOIE
SURVEY fOR ANY PURPOSE WHATSOEVFR WIIHGI/T 1HE EXPRE55 WR/iIEN CON.SENT
Of PNOENIX SUFVf✓lNG Of 6RANDON, LLC ANO iME CERIIFYING PROFESSIONAL
SURVFY(M ANO MAPPER
6. NOTNING HEREIN SHALL BE CONSIRUEO TO CIVE ANY RIGHTS OR BENEFIIS TO
ANYONE 01NER IHAN]HOSE CERIlGIEO i0 ON IHlS SURVEY
J FENCES SNOWN MAY BE EXAGGERAIED fOR CLAR/!Y AND FENC£OILNEr�SHIP IS NOl
pFTERMINEO. Q INDiG2S OnK iREE
8 THIS SVRVEY l5 n REPRCSErvTAIO.v OF EXISIINC FlELO CQVOIPONS A�P1E IIME OF �
INDICRiES VINE 1NEE
THE FIELD SURVFY.
9. UNLE55 O�HEAMISE INOICAiFD, iNE PRQ�ERIY DESGRIPIION ANO E45E.✓ENTS SHOWN '�' INOICn1E5 GnLU iREE
NERE FURNIS�aEO IO PHOENIX SURVEYING P'BRANOON.LLC AND ARE?RESUMEO TO
Bf CORRfCI. NO SEnRCH Of ANY PUBLIC RECOROS.FOR EASEMEN(5.DEE05.EIC. O i'DiCniES UuKUOUw mEE
WAS VERFORMEO BY iHlS FIRM FOR iHE COMPLfnLYJ O`MIS SURVEY.
9. TMf SURVFY SHOwN HEREON WAS PREPARED MIlNOUT ME BfNEFII OF q I1RE
COMMI1MENi
10 ELfVAilONS SHONN HEREON ARE BASEO ON SIIE BENCHMARK SHOWN pN 1HE FACE
OF iHE SURVEY AS SUPPLIEO BY ME CLIENT.NO FlECD CHECN WAS MnpE BY 1N15
SURVE�'('(M DANM�5/JGVO 19I9. DAIE OF FlElO AIR�EY: 5-21-f2
^PPERI TM�s w^P�EP�� SPECIFIC PURPOSE SURVEY
pis roa wcoRwn*ia+.�auavous wiv auo�s Ho�vuio
U R V E Y 0 R S E R T I F I C A T E ��
IMPERIAL CARDENS
SBrandon LI.0 pINELLAS COUNTY, FLORIDA
- vrrcrnnco rax
R ..wo.«o�.�+o ecuE�,wexc.*o�o*cs �y,�eia)ua-»uo eio e.roxc.w s�near IMPEXIAL GARDENS COMPANY
nrvo rvo*cnorvs v+ow rc ca+. PI[(819�I95-9flY BIGNOON.tL 9snio owc: i -ro VROJ: 12JJ2
N USIN ]
5_Z4_iZ IXinxH B�': .aq DAiE - - Fl LD BOOK: PAGE: W.O.NUMBER SHEET 1 0� 1
REVi510NS DAiE BY - sm�irOx e u�rv[ Ep BY: �D A : AL:��0 IIOJ200