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FLS2013-04016 �' F��2013-04016 1 Ruppel Farms �ning: Atias#: 245A o Planning&Uevelopment Department � � earwater Flexible Standard Development Application � Detached Dwellings, Duplexes orAssociated Accessory Use/Structures IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPIICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETEIY AND CORRECTLY,AND SUBMITTED IN PERSON(NO FAX OR DELIVERIES) TO THE PLANNING&DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPIETE 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. 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 PRELIMARY SITE PLAN REVIEW FEE: $200 APPLICATIORI FEE: $200 (if for detached dwellings or duplexesJ OR $100 (if for accessory uses/structures for detached dwellings/duplexesJ PROPERTY OWNER(PER DEED): Ruppel Farms, LLC MAILING ADDRESS: 911 Chestnut Street, Clearwater, FL 33756 PHONE NUMBER: (727)461-1818 -- ' °""'3 EMAIL: dennisr@jpfirm.com """-4 � � � _,___� '-_� � L� m i '-;4� AGENT OR REPRESENTATIVE: E.D.Armstron III �`y� � � �_5j MAILING ADDRESS: 911 Chestnut Street, Clearwater, FL 33756 �'' `�� 4�, PHONE NUMBER: �72�)461-1818 Lr�" e� s ��U� e �p irm.com �,�,� � �-'z;' . EMAIL• C_... -�s t_i LrL'�!�.�,� ! �'!�� n.,.�� ';;�J r_.....�,�-��., ADDRESS OF SUBIECT PROPERTY: 3030 Union Street �r ,r--�, ,___,_._� , ; � PARCELNUMBER(S): 33-28-16-00000-330-1200 ��-=-n�-�---�_� ^ 33-28-16-00000-330-1100 LEGAL DESCRIPTION: See Exhibit"A"attached hereto PROPOSED USE(S): Single family home subdivision DESCRIPTION OF RE4UEST: Approval of43-unit detached dwelling single family subdivision including a reduction in minimum 5pecificolly identiJy the request lot size and relief from Sec.3-1907(D)to eliminate a required sidewalk. (include all requested code flexibility; e.g., reduction in requrred number of parking spaces, height setbacks, lot size,lot width,specific use,etc.J: Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 1 of 7 Revised 01/12 , ° �l�arwater Planning&Development Department Flexible Standard Development Application � Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESUIT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTII THE FOLLOWING APPLICATION CYCLE. 20NING DISTRICT: LDR FUTURE LAND USE PLAN DESIGNATION: RS EXISTING USE(currently'existing on site): Single Family Home and Horse Stables PROPOSED USE(new use,if any;plus existing,if to remain): Residential Subdivision SITE AREA: 862,488 sq.ft. 19.8 acres GROSS FLOOR AREA(total square footage of all buildings): Existing: 20,000 mol sq.ft. Proposed: 224,000 sq.ft. Maximum Allowable: 344,995 sq.ft. '._:�.� ��,.' �`, t GROSS FLOOR AREA(total square footage devoted to each use,if there will be multiple uses): --°°� ,j ti First use: 224,000 sq.ft. --�� C '`; � ct^� � ''.�` ; Second use: sq.ft. .::�� s . :•-� � '_`. ° ; Third use: sq.ft. ;+_� ` ' y `-'�:� L�ns,' e_+ !�, ..� o :'�,;'i FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site): ��..� i': ? -:�,�,� t.�.� d '.. Existing: .02 ; �� :,F^_� .26 �r�r;s �.� ": Proposed: - �-_�....___ -;, �� Maximum Allowable: .40 d��: '.�-`v''' '�`� � -� .. BUILDING COVERAGE/FOOTPRINT(15`floor square footage of all buildings): Existing: 15,000 sq.ft. ( .02 %of site) Proposed: 224,000 sq.ft. ( �26 %of site) Maximum Permitted: sq.ft. ( %of site) GREEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer): Existing: N�A sq.ft. ( %of site) Proposed: N�A sq.ft. ( %of site) VEHICULAR USE AREA(parking spaces,drive aisles,loading area): Existing: N�A sq.ft. ( %of site) Proposed: N/A sq.ft. ( %of site) Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562�865 Page Z of 7 Revised 01/12 �---=_�-_--�:^,�,°:_::,r__� IMPERVIOUS SURFACE RATIO(total square footage of impervious areas divided by the total square footage of entire site):��_.�.�...,�__^ ;-_�� Existing: .2(approx) �n �^��-� ;""=i t_�1 , Proposed: .62 __----� � '=,;i" --� ; ,.'" Maximum Permitted: •65 � � �'�� —_`�� ,�,,U� �C___,i '�Y DENSITY(units, rooms or beds per acre): BUILDING HEIGHT: ( � � s�� `' � Existing: � Existing: 30 L- � �°' '�F'-� 43 30 �L'r`'!' � �='� Proposed: Proposed: � �_ � �= � Maximum Permitted: 47 Maximum Permitted: 30 ��_^~�f�� `i � i�F=---n�-.�s.�...� OFF-STREET PARKING: Existing: 2/unit Note:A parking demand study must be provided In conjunction with any request Proposed: 2/unit to reduce the amount bf required off-street parking spaces. Please see the Minimum Required: 2�unit adopted Parking Demand Study 6uidelines for further information. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ 4.3 million ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: LDR South: I&A-E(County) East: E-1 (County) West: LMDR STATE OF FLORIDA,COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this �q-f'h day of representations made in this application are true and accurate to the best of my knowledge and authorize ��"C � �3 .to me and/or by City representatives to visit and photograph the �L-. (�,�}�'m_ST(Za,U�-- ,who is ersonally known has property describ d in this application. produced as identification. /�� j� J�%" �'�/ J' 'nn url � . Signature of property owner or representative Notary public, My commission expires: ,.•ti.*s.�;••, _•t ;ic f►ItSSI0f1 :� �'a; Expires October 25,2016 �'�/�'„pF�,°.��`� BoidM TIw Troy Fain MsrarMa 80a38S7019 Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865 Page 3 of 7 Revised 01/12 o Planning&Development Department � � �arwater Flexible Standard Develo mentA lication p pp � Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE STANDARD DEVELOPMENT (FLS) APPLICATION, ALL fL5 APPLICATIONS FOR A SINGLE-FAMILY DETACHED DWELLING, DUPLEX, OR ACCESSORY USE/STRUCTURE ASSOCIATED WITH EITHER A SINGLE-FAMILY DETACHED DWELLING OR DUPLEX SHALL INCLUDE A PLOT PLAN WITH THE FOLLOWING INFORMATION: ❑ Responses to the General Applicability criteria as set forth in Section 3-914.A. The attached Flexible Standard Development , Application General Applicability Criteria sheet shall be used to provide these responses. ❑ 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 Standard Development Application Flexibility 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. ❑ 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 similar 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 tree survey showing the location, DBH (diameter at breast height), and species on the parcel proposed for development with a DBH of four inches or more and identifying those trees proposed to be removed. ❑ A site plan with the following information: ❑ North arrow,scale,location map and date prepared. ❑ 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. ❑ Location,setbacks and use of all existing and proposed building and structures. ❑ Location of all existing and proposed parking areas,sidewalks and driveways. ❑ Location,type of material and height of all existing and proposed fences. ❑ Location of all existing and proposed utilities,including water,sewer,gas,and stormwater. ❑ Location of all existing utility easements, including Official Records book and page numbers, and any proposed utility easements. ❑ Building or structure elevation drawings that depict the proposed building height, building materials,and concealment of all mechanical equipment located on the roof. �-----�.-.---_ -°•!Y - ��_.�...:j�"_'.'� - ��i r,:� -;j° <E ;_ry �_.�� -:i_u ""_� �h � t�.;�y� � ��.� �� f�.5� ;= � `;i 1 �� r.i � e:�C.)� � �� —!L:� i-1�.�� '�° ,•S L�� ]�-- � � ;:}�j � j�lPJl{ � 7 F'1 Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:7273�6z=a�l�___.ti ?'-•� Page 4 of 7 Revis�qd'01i14--� �� '� �a t=�.°i _.. _ i� ,�.___.. i , o Planning&Development Department � � ear�ater Flexible Standard Develo mentA lication p pp � 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. See Exhibit "B" attached hereto 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. See Exhibit "B" attached hereto 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. SPP FXhihi t ��$�� attarha�l heratn 4. The proposed development is designed to minimize traffic congestion. See Exhibit "B" attached hereto f"'— ---� �_' �_._._ � ; � u _ �� Fry� '. 4.i 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel p3 ed � �• development. �---, n ` N t,j' — i_t'� See Exhibit "B" attached hereto 'Lr--?;� c� �:�..:: , . \:=._-.'J � -, � 11-•J�, Q f..` . � r..'_..,":�� , 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory n�-hbifrsyofi� � �____�_....�.. operation impacts,on adjacent properties. "�""`"""""'-"" See Exhibit "B" attached hereto Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865 Page 5 of 7 Revised 01/12 o Planning&Development Department � C ear�vater Flexible Standard Develo ment A lication p pp � Flexibility Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(S) BEING REQUESTED AS SET FORTH IN THE ZONING DISTRICT(5)IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW,IN DETAIL,EACH CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL(USE SEPARATE SHEETS AS NECESSARY). 1• SeP Fxhibit "R" atta�hPd hereto 2. 3. 4. 5. " � !; 6. i�,r'w°-_,-_:J`� W C'—r�_..p�� -� r�._» �u ! - — .— -:a �:-'--'. � c"5$ N tj:r A _—.—. ' c�� ^ �-�'� ;. 7. 'L:r-�� O i.:�U� , - L� C�_ti� � ^�l~� ,� �... '�F_i s�r_,t -,-1C A � �...ma.a..ma..d ? � 8. 'sf��_ � _� �- � Planning 8 Development Department,100 S.MyRle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 6 of 7 Revised 01/12 o Planning&Development Department � C ear�vater Flexible Standard Develo ment A lication p pp � Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed-PRINT full names: Ruppel Farms, LLC 2. That(I am/we are)the owner(s)and record title holder(s)of the following described property: See Exhibit"A"attached hereto 3. That this property constitutes the property for which a request for(describe request): Flexible Development Approval, Pre�iminary Plat Approval and Annexation ,�__�__ .y� � �-=�.�._'.•`' i'—�� n.� `"s ` 4. That the undersigned(has/have)appointed and(does/do)appoint: � � ':';` � E. D.Armstrong III/Johnson, Pope, Bokor, Ruppel&Bums, LLP :•'--°-� r�' ; '�,:.:a t� �E < �� ::: � as(his/their)agent(s)to execute any petitions or other documents necessary to affect such petition; ��'d �� `'';.�� s i r q �`.'! ; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the a ove-d�scrFb�d �;',vi� property; ��_�3 �° '•>>�3 , € , i . . .:'>' 6. That site visits to the property are necessary by City representatives in order to process this application ��-Eh;e ou�fier ��r-� authorizes City representatives to visit and photograph the property described in this application; �� '�. .....e'.�.... 9'• �....y�_.:"_'"`� { , ✓ 7. That(i/we),the un rsigned authority,hereby certify that the foregoing is true and correct. ��--r-��:,��a�r4-r < ��._ 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 �"l�"Il DAYOF f{`��LN �D L�j , PERSONALLYAPPEARED 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: ,••:�::�;., MAL :•: :.=- Commission#EE 828883 ;; Q: Expires October 25,2016 ,��"p,:�;,�,°`�� 8orded Thru Tmy Ftin Inwrance 800-385-7019 Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33 , e: , . Page 7 of 7 Revised 01/12 Majestic Oaks/ 3030 Union Street Annexation, Preliminary Plat & Flexible Standard Development Applications Exhibit "A" Legal Description The West '/2 of the Southwest '/4 of the Southwest '/4 of Section 33, Township 28 South, Range 16 East, Pinellas County, Florida Inclusive of: From the southwest corner of said Section go North 33 Feet along the West Section Line; thence East 347 feet to the Point of Beginning; thence go North 275 feet; thence West 327 feet; then North 355 feet; thence East approximately 640 feet ot the East Boundary of Said West '/Z of the Southwest '/4 of the Southwest '/4 of Section 33, Township 28, Range 16 East; thence South 230 Feet along said East boundary; thence West 294 feet; then south 400 feet, thence West approximately 19 feet to the Point of Beginning, containing approximately 4.48 acres. less: the South 33 feet reserved for road right of way �� t:a �r�l�� e w c+� �'�--� `°�; r° �� a n.s+ _� cv �,,rr! �` �- RL�� 1�i�_(� '..� ��_--� � �:i�� --� - t� � r�°': ��_-� � �.�C.:9 � `��:� �«r�� ---- c; �,_.. — %' � r''�.°_'�____� = �u's� � f.�? �...,_e. -1 i4_��_�� EXHIBIT "B" TO FLEXIBLE STANDARD DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL REDEVELOPMENT PROJECT Majestic Oaks/ 3030 Union Street Annexation, Preliminary Plat & Flexible Standard Development Applications The subject property is a residential parcel located in unincorporated Pinellas County which serves as a single family home and horse farm on Union Street, east of US Highway 19. Concurrent with this application, the applicant is submitting preliminary plat application and a request for annexation. The site is a 19.8 acre m.o.l., heavily treed site which has been home to "Ruppel Farms" for over fifty years. The applicant's annexation request includes a request to place a Low Density Residential zoning category on the site, consistent with the Residential Suburban land use category.' The proposed development is for 43 single family homes. Specifically, the Applicant requests Flexible Standard Development approval of a preliminary plat that will permit 43 detached dwellings as a Residential Infill Project in the Low Density Residential (LDR) District with: (i) a contemplated Lot Area of no less than 11,475 square feet where 10,000-20,000 sq. ft. is required; (ii) a Lot Width of 85 feet; (iii) a front setback of 25 feet to building where 25 ft. is required; (iv) side setbacks of 10 feet (to building) where 5 — 15 ft. is required; (v) a rear setback of 20 feet to building where 5 — 25 feet is required; (vi) a maximum building height of 30 (from BFE to midpoint of pitched roofl where the maximum height is 30 ft.; and (vii) off street parking of 2/unit where 2/unit is required; under the provisions of Section 2-103.B. and, a waiver of the sidewalk requirements for the private loop road pursuant to Section 3-1907(D) of the Code. 1 Currently,the property has an RS land use category and A-E zoning category; in the City of Clearwater, the only zoning category consistent with RS is LDR. Section D. Written Submittal Requirements General Applicability Criteria: 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 subject property has residential homes to the north, east and west and both institutional and residential uses to the South. The land is near the easternmost portion of the city's Chautauqua Nature Park which can be accessed via the unimproved right of way to the northwest of the site. The neighborhood to the west, Elysium, has a zoning of LMDR which allows for denser development than the subject property (LMDR permits 5 dwelling units/acre while LDR permits 2.5 dwelling units/acre); however, the Elysium subdivision is developed at a density of approximately 1.60 (64 units / 40.58 acres) units/acre which is similar to the proposed 2.1 units/acre (43 units /19.8 acres). The size of the proposed homes (2,800 — 4,000 sq. ft) is consistent with the homes adjacent to the surrounding properties. This request is specific to the need for flexibility with regard to lot size; the developer will submit individual applications for the home development in the future. The existence of the Progress Energy transmission line easement reduces the area upon which lots can be located necessitating the lot size. Additionally, because of the significant tree stands and mature oaks throughout the site, the stormwater ponds, lots, and streets are situated to minimize impacts. This is also the reason for the Applicant's request to eliminate the sidewalk throughout this subdivision. 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 development of the property as a single family home subdivision is consistent with the surrounding developments and will not impair the ability for these developments to maintain their value. In fact, the upgraded utilities, stormwater and retention of a significant number of trees on the Property should increase the value of the surrounding areas. Furthermore, the proposed development of large, single-family homes will likely increase the value of the neighboring properties. The proposed subdivision plan preserves trees and creates an aesthetically pleasing subdivision. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. Health and safety is not adversely impacted, as the use is consistent with the land use category, zoning category, existing use, and adjacent uses. Health 2 and safety will be improved because the new residences will be constructed in accordance with current building codes, which will be less susceptible to wind and flood damage, the development will include on-site stormwater retention and the development will be linked with public utilities. 4) The proposed development is designed to minimize traffic congestion. The design of the subdivision with two entrances from Union Street is intentional to provide for sufficient access to the site and not require any type of roadway improvements along Union Street. Within the subdivision, each home will have a garage and driveway parking out of the streets. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community character of this area is both estate homes and more dense homes. One consistent attribute is the retention of trees on the site which is consistent with the community character. The proposed site will accommodate larger, estate homes which is also consistent with the surrounding neighborhoods. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The parcel will be developed in accordance with the permitted use under the zoning upon annexation. The new homes will be constructed in compliance with current building Codes, being more structurally sound than some of the other residences that exist in the area. The proposed subdivision will replace an active, working horse farm with a low-impact residential area. Residential Infill Project Criteria 1) Single-family detached dwellings are the only permitted use eligible for residential infill project application; The applicant is requesting single-family detached dwelling subdivision approval. 2) The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. The applicant is not requesting a deviation from intensity or density standards. The applicant is requesting flexibility of minimum lot area of 10,327 sq. ft. where the code allows 10,000-20,000 sq. ft. The location of stormwater improvements, 3 the existence of a Progress Energy transmission line easement, and the goal of saving a number of significant trees on the Property makes larger lot sizes impractical. While the proposed lot sizes are smaller than neighboring subdivision, it is within standards of the category and still larger than other Clearwater homes. As stated in general applicability criteria 1, the location of transmission lines and existence of mature trees dictates the lot location and size. 3) The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties (include the existing value of the site and the proposed value of the site with the improvements). The fair market value of the abutting properties will not be reduced and will likely increase with a manicured, new development adjacent to the existing subdivisions. The developer of the proposed subdivision has constructed the Renaissance Oaks subdivision to the north which has consistently maintained home prices higher than those in the immediately adjacent neighborhoods. The proposed development will provide increased value of the subject property and the surrounding neighborhoods. 4) The uses within the residential infill project are otherwise permitted in the district. A detached dwelling is a permitted use in the LDR District. 5) The uses or mix of uses within the residential infill project are compatible with adjacent land uses. The proposed use of the property for a detached dwelling subdivision is compatible with the use of the adjacent properties, which are also occupied by detached dwellings of low and low-medium density. 6) The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The immediate vicinity of the property is an unimproved right of way and similar single family residential developments. The proposed subdivision plan aligns the rear of the proposed lots with the existing rear yards of neighboring subdivisions. As stated in the answer to question 3, above, the property values of the proposed homes will likely be even higher than those of the adjacent neighborhoods. 7) The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity 4 of the parcel proposed for development and the City of Clearwater as a whole. The proposed design of the residence will be of superior architectural design and construction and will meet existing building code requirements. The architectural style of the proposed residence blends with the overall theme of the neighborhood and is compatible with the community character of the surrounding developments. 8) Flexibility in regard to lot width, required setbacks, height, off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The only flexibility that is requested by the applicant is in regards to lot size and the applicant's request is within the lot area permitted by a residential infill project. The community character is one of larger, estate homes situated in an urban setting. This fosters neighborly communication and activities. The subdivision plan was specifically designed to preserve the oak trees and other natural features on the property. This resulted in situating smaller lots in a linear fashion in order to also provide sufficient access to all of the proposed lots. The natural setting, tree-lined entrances from Union Street and the general layout of the subdivision all add to the community's character. 3/28/2013 6:42 PM 1393358_2 5 , I#: 2004314999 BK: 13751 :�G: 2135, 08/05/2004 at 02:35 �_., RECORDING 4 PAGES $35.50 D DOC STAMP COLLECTION $0.70 KARLEEN F. DE BLAKER, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDM04 ;�� , � � � ; , � ___ , , � ___ , � _` - . . , „ , , -- `. , ,� � ' ` ` ' ; , , � � ' - ' !- '�`, � ; �:..:`-_�� a. -- . , � _ -- _9 u , -,% ` � �'� . , . ��,' ——— i 1 —�,.� F—� , , ��:] . THIS (NSTRUMENT PREPARED BY ' ' �� "' "-'y � � �'�==J � a'� AND RETURN TO: � � _ ' ' � ;��y�� pENNtS G. RUPPEL. ESQ. '_ �`-� r- �4 �a ,�;�:! � JOHNSON, POPE� BOKOR, � ;,� � `('.':�—n � � i.;_!CU RUPPEL&BURNS, LLP ' �C''->; ��.. �"`>� POST OFFICE BOX 1368 �'� � ' '� � `�'�� , �,_ � l� �C !'=� CLEARWATER, FL 33757-13B8 � �, ' � ; `�-�'='71 � ;'�r , g �,� �� , , °,v � .---�..._.__..-_,._�, `a � V1rARRAN'T°Y'DECQ.� �.�� '--�-�,� � _,; , � THfS INDENTURE, is made on; �� _, 2004, between GEORGE RUPPEL and SANDRA RUPPEI, h�sband , wife ("Grantor'), whose post o�ce address is 3030 Union Street,.Cle�rwater,FYofida 33759, and Ruppel Farms, LLC, a Florida limited liability comp�cry ("�3r�tAte�"r,'whose post office address is 3030 Union Sheet, Clearwater, Florida'3375�:,� � � �WIT1�',�s$EI�� Grantor, for_�n�d i�i consideration of Ten Dolla�s ($10.00) and other goai and valuable consld��ation to C�rantor in hand paid by Grentee, the receipt and sufficiency af which are�hereby��ckncfwfeciged, has granted, bargained and sold to Grantee, and � Grantee'� h�eirs, suc�essors and assigns forever, the following described land, situated in Pinel�as�Gount�;F7o�ida: -�---�-'S�E EXHIBIT "A" ATTACHED HERETO AND HEREBY ` � IVIADE A PART HEREOF ','� y SUBJECT to epplicable land use and zoning restrictivns and ��% to easements, reservations and restric�ons of record, if any, -= which are specifically nat reimposed or extended hereby, and to taxes for the year 2004 and subsequent years. This properiy is being Uansferred by the Grantor to the Grantee as a contr(buUon to the capital of Grantee, and the Grantor is not receiving arry additionaf stodc vr other conslderatbn. As a resu�,only the minimum tax wiU be required on conveyance from tt►e Grantor to the Grantee,based on Ku%/rtc. v State of Florfda, 713 So.2d 1021 (Fla.2d DCA 1998j and Technical Assishance Advisement No.0364-008. � i ( • PINELLAS COUNTY FL OFF. RL..;. BK 13751 PG 2136 �� , , � � �___ , , Graritor doea he�by fuliy warrant the tide to aaid land anc{ wili defend the same----- ' against tha iswful daims of ail person�whomsvever. �' �', ., '� , The tax parc�!number for tha aforedesaibed property is�3��8�6�d4�rf%3,o/��o� ,, -- TH1S WARRANTY DEED WAS PREPARED WITFlOUT THE BENEFIT �F A�� TI?tE SEARCH. ' ` ; � „ , __ , . , IN WITNESS WHEREOF, Grentor has hereurrto set Grantcfr,'s hand an�-aeal the day and year flrsf above writtan. �, ., ; ; Slgned,sealed and delfvered -- , in the presence of: � ��.�� ;` _ .� � ' ' ' -.G O L S�g�F Gr �. , , raK �� -- `,', Print narr� -�' ' ' ,; ,, � , �Gt�d�ta- s�. � � � v . � , „ � � , � ,- , Signature ' � _- ' . -'. S�nK.o .f. �.o�.� ��-' -- ,�,� Print name � Sfgnaturo � ---_ �.` . NDRA RUPPE f;a� �" 5��,� Print na�rne ', ' � � , , , �a,,��..��-� si�ctatt�ra=�-� . �'��l�.A .J`. ,G°vE _ P�in��anoe, . . �, � , � ��° ('��r�4�� ' # �': �� l\�� ; �� { 2 �; '} �``--"°° _��. _4"°"k; ;, �'`i ;� � A�R � 1 Z�� ,_,_ : �; _' E ��-�� _ �.�_ _ �_p�__�.� {� :� � �{..i1S�{�I�l u L� 'r:t `i k �,o.,,�- c_!T�_r.}_'C `;-' ` .___ ,-.-.._! • PINELLAS COUNTY FL OFF. RE� . BK 13751 PG 2137 � � , � , � � � ___ , , _ , STATE OF FLORIDA ) `�,�, � COUNTY OF PINELLAS ) ' � The foregoing instrument was adcnowledped before e this ,��.ifajr.df, 2004, by GEORGE RUPPEL. He �is persdn'ally kno�im to' � � � me or as . � � ; � __ , --� -- ,',� '� __ SD�iy�t.a-- s�', �.�-r.�t . Notary Public -- , , Print name S,�.v�,c.�a-�r: ,(,v� � MY c�rnmi�aion expi�s: /as 7�,c� r. . , , � c�=''�•;:'��;�-�rio�s.wve ',# ,.wtr.co�w�s�orr i oo�e �,�� -�x�s:,��s,2ooa _ �'��,M1,#�' s�a 1iw e�c t�a,�y sr�u STATE OF FLORIDA ) __ , � COUNTY�F PINEILAS ) -�� ' � �', ,� , , � � '�' The foregang instrumerrt-was'.�ovyt$ciged before me th(s � day of 200�. 6Y.SAiVDEZ4;f�UPPEL. She[�is personaily known to me or ee-�ced-.�; � '--as iden�nn sz4a�a�_ s�J. �,a�-� , Natary Pubric Prirrt neme S.O,��c�c� .!'• [.o�,t,� -- My commission expires: �_�S-�,� ,',' '� . � � �� „ , � , � , ; _-- ��'";►`� siwo�►s�ove _ ___, , * ur�so��eoc�s o�s:,�rr,e��a,�ooe <' ` ` �'--- �,�� daet�e�t.•R�,pvsuor..nc.N o..a sniROO4��:az� , � , � , '�.��,�..y=ri.�.�'�i ly;f-'�;�.��`� i, � ` I�J ",� �� I � 1 - � �, 3 . _.. „ �_�., � �' i� �, �� •� � 'I � � ' A�� 01 �� '` ' �' k�,.,.v.,�� ;,_ : , c_.v.�...__��,_,__,....�.,..,...,.._.� , Y 1 � . �., _ .. E r ,I�t I;Vt �.. � . � 4._. ..�._�a' � �L�._,"'�. ...... . .,..__ c , PINELLAS COUNTY FL OFF. R��. BK 17701 PG 930 , EXHIBIT "A„ �,', __-,�, ', LEGAL DESCRIPTION --__ That certain parcel of real property more fully-described as follows: �`,,\� v Street Address: 3030 Union Street, Clearwater,FL 33759 "-- ,' Parcel ID:33-28-16-00000-330-1200 � �� ' �� '� � � � , � �� A portion of the West %z of the Southwest '/4 of the Southwest '/, of Secti4��3,Tokvnstup'28 South,Range 16 East,Pinellas County, FL,described as follows: ;;� ,•��-" � � , � � � „ From the Southwest Corner of said Section go North 33 feet along the�Z�sl-S�ction Line; thence East 347 feet to the Point of Beginning;thence go North 275 feet; thence VJest 327 Feet; then North 355 feet;thence East approximately 640 feet to th�,gast Boundary of Said West '/z of the Southwest '/e of the Southwest '/< of Section 33, Township 2S'Soutl�;,IZangel6 East; thence South 230 Feet along said East Boundary; thence Wesf��!�Feet;�t�n'South 400 feet, thence � West approximately 19 feet to the Point of Beginni�g,coht�ir}i�}g��proximately 4.48 acres. „ , � -- , , _ ; , , ,',� �' � , � � �'� � � � , , � „ , , -- , ,' �� . � � , „ � , � , ___ �� -'---_, �, ., ', � „ , � ( ; `_';r.°"k . � �� '� `� �I �Y� � � T�• ��. ��'� � � i � G ` ` ��,,� �_�. ._ � .y_ ., �� ; , � � 1 Pm�^.._.� �, ,x.� �.�� _. ��.:� � .,�..,r� ,..._,..,.� �y G'r,�31v{��,�..�.. • ..._. . �4 S� ��'��._.._�.�_..._..............,... .....__._.. -.--..-'- . PINELLAS COUNTY FL OFF. RE�. BK 13751 PG 2138 � P.I�LBIT A DESCRIPTION OR RUPPEL FARMS ','� Thc Weat '/x of the Southwost'/s of the Southwesc'/•of Section 33, Townslup 28 South,RanSe ,';_:_�' '� 16 F�ast,Pin�ellas Coumy,Florida,Less the fo llowing 2 Parce l s: "; v . ', , 1. The South 33 Feet reserva}for Road Right of Way, � ' and Z. From the Soutt�weat Corner of said Section go North 33 �eet almig'fUc�cs�,�� Soctioa Line.thea F.aat 347 Fect to the Poi�of Beginning. Thsa go North��S Feet,t}�n ��' Weat 327 Fed, then North 355 Fect, then East aPProximately 640 �ee�t�o the F,'ast Bottttdary of Said Wes� 'h af the Sotrthwest'/+of the Southwest '/�p€S�33-2-��6, then South 230 Feet along said East Boundary,then Wast 294 Foot,�'then So��Fcet, t h e n West a p p r oximatel y 19 Foet to the Faim of Beginning coqtaining appt�oximstely 4.48 Acres. -- ,�_ , �;- � � _ , , � � , , , „� - , , , � -- , , _,; , � , �, � , ,�� , � � � „ . , ,v' , , , , � � � � � „ � � , ; , , <' �----� , , .. „ I �_ ' ' �...r-.....,.--�,"1 � . �� ' i�, � `X�� __.�Y - i ; � �' s' � ti ��s:,! ' �Y A�� 01 �. ;, s '�`°��..,�-�-- - �.� _" .. i � , � -� � � �-�. r'�:�i<., ,` �:� , -_,:..- . _ . �. ��1�--l�� L• a._--�- . I#: 2012253900 BK: 17701 ��: 927, 08/31/2012 at 08:16 AM, .:ECORDING 4 PAGES $35.50 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKPR03 , , �� 1 1 � � � ___` , � _ 1 ♦\ Prepared by and Return to: ' , v i , , � Dennis G. Ruppel,Esq. � Johnson, Pope, 6okor, __ ' Ruppel 8�Bums, LLP ' � , ,' . . � P.O. Box 1368 ' ' � � i Clearvvater, Fbrida 33757-1368 __ � . � .� � � -�' -- ,',� ___ , , � ; � � , � � PERSONAL REPRESENTATIVE'S DEED ��:�--','� BY TH1S DEED made this � day of �.��. , 2012, between SANDRA J. RUPPEL, the unremarried widow of GEORGE,,RUPPE;, and,�ENNIS G. RUPPEL AND SANDRA J. RUPPEL, the duly qualified and��c;ti�g_co=p�rsonal �epresentatives of the estate of GEORGE RUPPEL, deceased„v+�hos�,�pos#'o�i�e address is 911 Chestnut St., Clearwater, FL 33756 {collectively, "Grantor,s'�, ak�d RUPPEL FARMS, LLC, a Florida limited liability company (uGrantee") w,Mose%post�o��e address is 911 Chestnut St., Clearwater, FL 33756, Grantors convey�nd refea�e��rom any and all claims of the estate, to Grantee all of Grantor's interest ir�`�he follp�ving real properry in Pinellas County, Florida: -- � See Exhibit"A" attachedti8refo;�nd made a part hereof by reference. Parcel ID 33-2�=x6-OAQ00�330-1200 (the "Property") subject to valid fes�ttictiol�g;,resei-vations, and easements of record and real estate taxes unpaid, if any.,',' �,'� , � � � , „ � � G�NTQRS �r�.'the authorized co-personal representatives of the Estate of George RuppeF„dece�sed ("Decedent"), by virtue of Letters of Administration granted the 26'h da�r;e�Ma�,��10 in the Circuit Court in and for Pinellas County, Florida, file number 1'��226�S. The Grantors have full and complete power and authority to convey the . herei�;dss�ribed real property by virtue of powers granted to the Grantors in the Last Will �'.'and Testament of the Decedent. �-'GRANTORS COVENANT with Grantee that Grantors have good right and lawful authority to sell and convey the property and warrants the title to the property for any acts of the Grantors and will defend the title against the lawful claims of all persons claiming by, through, or under Grantors, but against none other. SANDRA J. RUPPEL, individually, joins in the execution of this Deed for the sole purpose of ratifying her prior disclaimer of her interest in the Property. 9=� � �ti (?�� -I�, c;�---.�'� �� I��,� '��I i ��C. � �; F� a a y'" _ �,€ ?' ;i , �. �� ; APR O 1 2��3 `� � ; j�:;�� r ,,. -;. : -- ' F'�P,i'��l1PJC c��.��,'cl.i:�-'• ':"i W�°. � . --�.e..--- .':...'.,._.:.._..�= ..�...,.�. _ , PINELLAS COUNTY FL OFF. R��. BK 17701 PG 928 r , �,� �. �C.��I _ � __ 1,�,1�� Print: (h. 5 tt� Ff}��S�7'c Dennis G. Ruppel, the Co- ersonal ---__' � Representative of the Estate - � of George Ruppel, deceased ' � , � , Print: '- ., ,',' �, � , � � � „ � � , � -- .' � , ; ,' -- -- STATE OF ( FLORIDA ) �� ;', ' � COUNIY OF ( PINELLAS ) ��,��, ; � __ '- , The foregoing instrument was acknowledged before me this��h day of �-(�(rC[bT , 2012, by Dennis G. Ruppel, the Cd-Personal Representative of the Estate of George Ruppel, deceased. He is(�'rsQna ly'k�iown,tb�me r has produced �--•- as identifica�ion:,;� - . . ,``� , '� `�I! S��Q3'� � �j:� _-; N�t�ry'P'ublic ;,-' Print�n�me: i � , , �, Nly;commission expires: „ v ��, �rnuHa�suEF�ss�r : � C,orrm�sslon DD 8Q3124 .�2�o�s �'> `':��'-' ExpkesOc�d�er25,20t2 �w nN ne�w�r...e bo�c�o+o M569472 v3-Ruppel,George PR 17ee�d(Union Street) �� ` . � � ` � � � ` � I ` � ' <' '" . � ` i r �� e'- '�� F� `y �' �� 1 �i!,,.I� � ? f�� "� `L ' �__`_', 15! �� '.nr Y .. ; �� AP� 01 �. i`� . . � �� ,...,�-. .- _- �� PLAi�i`llna� _ '1��t 1 �.�I_.t- .'""_... F , PINELLAS COUNTY FL OFF. RE�. BK 17701 PG 929 i , IN WITNESS WHEREOF, Grantors have hereunto set their hands the day and �, ', year first above written. '. �� ___ , , _ , WITNESSES: ' � v , ,__�. Print: Sandra J. Rup el, in vi ,4y and�s� Ccc�= Persanal Repr ntative df'xhe Estate of George Ruppei, dec�;dsec� � � � � -- , � , '�-- , , ��(LC �"G�i7��-L� � , �1 � ' ' � „ � � „ Print:(r1..5u� F�rss£rr -- ,� STATE OF ( FLC)RIDA ) �,;�;;;,,,��;° COUNTY OF ( PINELLAS ) ' ' ��v , , , - ,�, The foregoing instrument was,ayknovi�let�e�i', before me this gfih day of �u�-t�ST , 2012, by Sandra ,y: Rup�el;��in'dividually and as Co-P nal ; Representative of the Estate of G�org'e�,Ruppel� �deceased. She is ersonally known to me or has produced � � � � � ' as identification. �" Wl a��,,;.� ,�.,c,u �a.a�.� Notary Public � Print name: -- My commission expires: ,, -- �. , ,' � �� MALINDA SUE FA3SEIT � � �. � . , . _ ' , �� Cortntlssion DD 803124 , ; , Fxpkgs Oc.'lober 25,2012 '�X eme.en.y�r•.tid...o�ooa��o,a <' - -, , � � � 1� ''� f r'��r� ( ( �---i �-w,� i ' � � (' �J �� p�, I'� ' �' � �� j i i. � �LL� f E� f� ) ��_, .�_.___._._.•�.�....._,.�..�; F, ri F. � i !, ;; �, �� ;� �i �� Q � ��1� �� !� '� ��.�..1��..._,�_.�.�_.....�......." .r.v�� ' ��,� .; ,,�,. �..,_�... � � i.;t 1 ti;C��i,,_,��€.�.�;;;?,-,,F i"��: . � �x i'3'--'�3t=_�`�''-=-;`�;";f','�`:s.i:..+�,,.,,,..,..,.i _ 1 ° learwater Planning&Development Department � � � Preliminary Plat Application � IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISIEADING, 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 TOTAI 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, IF NECESSARY, 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 PILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. APPUCATION FEE: $600 PROPERTY OWNER(PER DEED): Ruppel Farms, LLC MAILING ADDRESS: 911 Chestnut Street,Clearwater, FL 33756 PHONE NUMBER: (727)461-1818 EMAIL: dennisr@jpfirm.com AGENT OR REPRESENTATIVE: E. D.Armstrong III MAILING ADDRESS: 911 Chestnut Street, Clearwater, FL 33756 PHONE NUMBER: �72�)461-1818 EMAIL: ed@jpfirm.com ADDRESS OF SUBJECT PROPERTY: 3030 Union Street PARCEL NUMBER(S): 33-28-16-00000-330-1200 3- - -0 0 - -1 0 LEGAL DESCRIPTION: See Exhibit"A"attached hereto PROPOSED USE(S): Single family home subdivision DESCRIPTION OF REQUEST: Preliminary plat approval for 43 unit Residential Subdivision Specifically identify the request (include all requested code flexibility; e.g., reduction in required number of parking spaces, height, setbacks, lot size,lot width,specific use,etc.J: Planning 8�Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 1 of 8 Revised 01/12 � ° lear�vater Planning&Development Department � � Preliminar Plat A lication Y pp � Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIREN. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPUCATION CYCLE. ZONING DISTRICT: LDR FUTURE LAND USE PLAN DESIGNATION: RS EXISTING USE(currently existing on site): Single Family Home and Horse Stables PROPOSED USE(new use,if any;plus existing,if to remain): Residential Subdivision SITE AREA: 862,488 sq.ft. 19•8 acres GROSS FLOOR AREA(total square footage of all buildings): Existing: 20,000 mol sq.ft. Proposed: 224,000 sq.ft. Maximum Allowable: 344,995 sq.ft. GROSS FLOOR AREA(total square footage devoted to each use,if there will be multiple uses): First use: 224,000 sq.ft. Second use: sq.ft. Third use: sq.ft. FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site): Existing: .02 Proposed: 26 Maximum Allowable: .40 BUIIDING COVERAGE/FOOTPRINT(is`floor square footage of all buildings): Existing: 15,000 sq.ft. ( .02 %of site) Proposed: 224,000 sq.ft. ( •26 %of site) Maximum Permitted: sq.ft. ( %of site) GREEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer): Existing: N�A sq.ft. ( %of site) Proposed: N�A sq.ft. ( %of site) VEHICULAR USE AREA(parking spaces,drive aisles,loading area): Existing: N�A sq.ft. ( %of site) Proposed: N/A sq.ft. ( %of site) Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562�865 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: .2(approx.) Proposed: •62 Maximum Permitted: .65 DENSITY(units, rooms or beds per acre): BUILDING HEIGHT: Existing: � Existing: 30 Proposed: 43 Proposed: 30 Maximum Permitted: 4� Maximum Permitted: 30 OFF-STREET PARKING: Existing: 2/unit Note:A parking demand study must be provided In conjunction with any request Proposed: 2/unit to reduce the amount of required off-street parking spaces. Please see the Minimum Required: 2�unit adopted Parking Demand Study Guidelines forfurtherinformotion. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROIECT UPON COMPLETION? $ 4.3 million ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: LDR South: I&A-E(County) East: E-1 (County) West: LMDR STATE OF FLORIDA,COUNN OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this ��{i day of representations made in this application are true and m�-�� C l to me and or b accurate to the best of my knowledge and authorize � �� Y City representatives to visit and photograph the [�.�� /�"Q%11,.ST(Z�,n1G- ,who is personally known has property des4ri�d in this application, produced as identification. Signature of property owner or representative Notary public, My commission expires: ••��,,,, :'�' •�'= � �a Expires October 25,2016 ''+�"„p��yg` Borded Ttru Tmy Fain k�surance 800385�7019 Planning 8�Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 3 of 8 Revised 01/12 ° �learwater Planning&Development Department Preliminary Plat Applicatlon � Submittal Package Check list IN ADDITION TO THE COMPLETED PRELIMINARY PLAT APPLICATION,ALL REQUESTS FOR PRELIMINARY PLAT APPROVAL SHALL INCLUDE THE FOLLOWING INFORMATION: ❑ A preliminary plat prepared by a surveyor, architect, landscape architect or engineer drawn to a minimum scale of one inch equals 100 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: ❑ Title under which the proposed plat is to be recorded. ❑ Name,address and telephone number of the person preparing the plat. ❑ Identification clearly stating that the drawing is a preliminary plat. ❑ Legal description of the property,U.S.Survey section,township and range lines. ❑ Existing and proposed rights-of-way and easements. 0 Proposed street names. 0 Names,appropriately positioned,of adjoining plats. ❑ Dimension and area of the overall plat,each lot,street rights-of-way(including radii of cul-de-sacs), common open space or other land to be dedicated for a public purpose,if any. ❑ North arrow,scale and date. Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 4 of 8 Revised 01/12 o Planning&Development Department � � earwat�r Preliminar Plat A lication Y pp � Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed—PRINT full names: Ruppel Farms, LLC 2. That(I am/we are)the owner(s)and record title holder(s)of the following described property: See Exhibit"A"attached hereto 3. That this property constitutes the property for which a request for(describe request): Flexible Development Approval, Preliminary Plat Approval and Annexation 4. That the undersigned (has/have)appointed and(does/do)appoint: E. D.Armstrong III/Johnson, Pope, Bokor, Ruppel&Burns, LLP 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 application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That(I/we),the ndersigned 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 ot�'I`�h DAY OF ��C�F , o��[3 , PERSONALLY APPEARED `��i �A),N lS Z l� P P`�-C. WHO HAVING BEEN FIRST DULY SWORN DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED. W��-X.�u ��x�4,�� Notary Public Signature Notary Seal/Stamp My Commission Expires: .•��,.,, :� :� ;: Expires October 25,2016 '��;��;;;.:'� Baqad Thru Tmy Fain Ins�rance 804385�7019 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 ° l,,�le�l 1'1' ater Information Required for the Submittal of Final Plat (Submittals to be made to the Engineering Department) U The final plat shall be suitable for recording at the office of the Clerk of the Circuit Court. It shall be prepared and sealed by a land surveyor registered by the state and shall conform to the requirements of Florida Statute, Chapter 177, and the requirements of this subsection. it shall be drawn at a scale of one-inch equals 50 feet or other scale determined appropriate by the City Engineer. The overall sheet size of the plat shali be consistent with the standards estabiished by the Clerk of the Circuit Court for recording. Each sheet shall be provided with a one-inch margin on each of three sides and a three-inch margin on the left side of the plat for binding purposes. Eighteen(18)copies of the Final Plat shall be submitted. Information required on the final plat in a form satisfactory to the City shall include: ❑ Name of plat. ❑ Location of the plat by U.S.Survey System and Political Subdivision,including section,township,range,county and state. ❑ Names of existing streets abutting or giving access to the proposed plat. ❑ All plat boundaries based on an accurate transverse,with all angular and linear dimensions shown. Error of enclosure of such boundary survey shall not exceed one foot for each 10,000 feet of perimeter survey. ❑ All blocks, lots, streets, crosswalks, easements and waterways, within and adjacent to the plat, all of which shall have all angular and linear dimensions given and all radii, internal angles, bearings, points of curvature, tangents and lengths of all curves, so that no dimensions of data are missing which are required for the future location of any of the corners or boundaries of blocks, lots or streets, as listed above. When any lot or portion of the plat is bounded by an irregular line, the major portion of that lot or plat shall be enclosed by a witness line showing complete data, with distances along such lines extended beyond the enclosure to the irregular boundary shown with an much certainty as can be determined or as"more or less," if variable. All dimensions shall be given to the nearest hundredth of a foot. True angles and distances shall be drawn to the nearest established official monuments, not less than three of which shall be accurately described on the plat. The intended use of all easements shall be clearly stated. 0 Curvilinear lots shall show arc distances,and radii,chord,and chord bearing. Radial lines shall be so designated. Direction of non-radial lines shall be indicated. ❑ Sufficient angles and bearings shall identify the direction of all lines and shall be shown to the nearest second. ❑ All right-of-way centerlines shall be shown with distances,angles,bearing or azimuth, points of curvature,points of tangency, points of reverse curvature, points of compound curvature, arc distance, central angles, tangents, radii, chord, and chord bearing or azimuth,or both. ❑ All easements or rights-of-way provided for public services or utilities,and any limitations of such easements. ❑ All lot numbers and lines. Lot lines sha�l be marked with accurate dimensions in feet and hundredths of feet,and bearings or angles to street lines. ❑ Accurate descriptions of any area to be dedicated or reserved for public use with the purpose indicated thereon. ❑ Title, date of survey, graphic scale of map and north arrow. The bearing or azimuth reference shall be clearly stated on the face of the plat in the notes or legend. ❑ Permanent reference monuments shall be placed in accordance with requirements of the State of Florida. ❑ Each plat shall show a description of the lands platted, and the description shall be the same in the title certification. The description shall be so complete that from it, without reference to the plat, the starting point and boundary can be determined. ❑ The Circuit Court Clerk's certificate and the land surveyor's certificate and seal. Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562�865 Page 6 of 8 Revised 01/72 ❑ All section lines and quarter section lines occurring in the map or plat shall be indicated by lines drawn upon the map or plat, with appropriate words and figures. If the description is by metes and bounds, the point of beginning shall be indicated, together with al bearings and distances of the boundary lines. If the platted lands are in a land grant or are not included in the subdivision of government surveys,then the boundaries are to be defined by metes and bounds and courses.The point of beginning in the description shall be tied to the nearest government corner of other recorded and well-established corner. ❑ All contiguous properties shall be identified by plat title, plat book and page or,if unplatted, land shall be so designed. if the area platted is a replatting of a part or the whole of a previously recorded plat, sufficient ties shall be shown to controlling lines appearing on the earlier plat to permit an overlay to be made and reference to the replatting shall be stated as a subtitle following the name of the plat wherever it appears on the plat. ❑ All lots shall be numbered either by progressive numbers or, if in blocks, progressively numbered or lettered in each block, except that blocks in number additions bearing the same name may be numbered consecutively throughout the several additions. ❑ Park,recreation and open space parcels shall be so designated. ❑ All interior excepted parcels shall be clearly indicated and labeled "Not a Part of This Plat." ❑ The purpose of all areas dedicated must be clearly indicated or stated on the plat. ❑ When it is not possible to show curve detail information on the map,a tabular form may be used. The following documentation shall accompany the final plat: ❑ A title opinion of an attorney licensed in the state or a certification by an abstractor or a title company stating that the court records identify that the title to the land as described and shown on the ptat is in the name of the person executing the dedication. In addition, a document entitled consent to platting of lands and partial release of mortgage shall be filed together with the final plat for each person or corporation holding a mortgage on all land included on the plat, where such person has not signed the final plat. The title opinion or certification shall show all mortgages not satisfied or released of record nor otherwise terminated by law. ❑ Certification by a registered land surveyor that the plat represents a survey made by that individual, that all the necessary survey monuments,lot sizes and lot dimensions are correctiy shown thereon,and that the plat complies with all of the survey requirements of Chapter 177 and this development code. Impressed on the plat and affixed thereto shali be the personal seal and signature to the registered land surveyor including the registration number of the surveyor, by whom or under whose authority and direction the plat was prepared. ❑ A boundary survey of the platted lands. However,a new boundary survey for a replat is required only when the replat affects any boundary of the previously platted property or when improvements have been made on the lands to be replatted or adjoining lands. The boundary survey must be performed and prepared under the responsible direction and supervision of a professional surveyor and mapper preceding the initial submittal of the plat to the local governing body. This subsection does not restrict a legal entity from employing one professional surveyor and mapper to perform and prepare the boundary survey and another professional surveyor and mapper to prepare the plat,except that both the boundary survey and the plat must be under the same legal entity. ❑ Certification that all real estate taxes have been paid. ❑ Every plat of a subdivision or condominium filed for record shall include any required dedication by the applicant. The dedication shall be executed by all owners having a recorded interest in the land being platted, in the same manner in which deeds are required to be executed. All mortgagees having a record interest in the land platted shall execute, in the same manner in which deeds are required to be executed,either the dedication contained on the plat or in a separate instrument joining in the ratification of the plat and all dedication and reservation thereon in the form of a consent to plat from all mortgage interests acceptable to the City Attorney. When a tract or parcel of land has been platted and a plat thereof bearing the dedication executed by the developer and approval of the City has been secured and recorded in compliance with this division,all street,alleys,easements,rights-of-way and public areas shown on such plat,unless otherwise stated,shall be determined to have been dedicated to the public for the uses and purposes stated thereon, notwithstanding any separate action by resolution of the City Council to formally accept such offers of dedication. Planning 8 Development Department,700 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865 Page 7 of 8 Revised 01/12 ❑ Any existing or proposed private restrictions and trusteeships and their periods of existence shall be filed as a separate instrument and reference to such instrument shall be noted on the final plat. ❑ After a final plan has been approved,three prints of as-built drawings showing the improvements that have been constructed according to the approved subdivision construction plans and a copy of the financial guarantee for completion of required improvements shall be filed with the City Engineer before such plat shall be recorded. Financial Guarantee: Unless all required improvements have been satisfactorily completed, an acceptable financial guarantee for required improvements shall accompany every piat which is to be recorded to ensure the actual satisfactory completion of construction of all required improvements within not more than two years following the date of recording, or one year if sidewalks are the only required improvement to be completed following the date of recording. An acceptable financial guarantee for required improvements shall be in an amount not less than the estimated cost of the improvements,as approved by the City Engineer,and may be required to be increased if the City Engineer determines it appropriate, and may be reduced from time to time in proportion to the work completed,and may take one of the following forms,subject to the approval of the City Engineer and the City Attorney: ❑ Case,to be held in a separate escrow account by the City;or ❑ An irrevocable letter of credit written by a bank chartered by the State,the United States Government, or any other State of the United States if the bank is authorized to do business in the State of Florida, and acceptable to the City Manager. The letter of credit shall include among other things, an expiration date not earlier that one year from the date of issuance; a provision requiring the issuer of the letter of credit to give at least 30 days written notice to the City prior to expiration or renewal of the letter;and a provision that the letter is automatically renewed for a period of time equaling its original term if the required notice is not given;or ❑ A surety bond issued by a surety company authorized to do business in the state. The surety bond shall include, as a minimum,the provisions required for letters of credit. Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 8 of 8 Revised 01/12 Majestic Oaks/ 3030 Union Street Annexation, Preliminary Plat & Flexible Standard Development Applications Exhibit "A" Legal Description The West '/z of the Southwest '/ of the Southwest '/< of Section 33, Township 28 South, Range 16 East, Pinellas County, Florida Inclusive of: From the southwest corner of said Section go North 33 Feet along the West Section Line; thence East 347 feet to the Point of Beginning; thence go North 275 feet; thence West 327 feet; then North 355 feet; thence East approximately 640 feet ot the East Boundary of Said West '/2 of the Southwest '/4 of the Southwest '/4 of Section 33, Township 28, Range 16 East; thence South 230 Feet along said East boundary; thence West 294 feet; then south 400 feet, thence West approximately 19 feet to the Point of Beginning, containing approximately 4.48 acres. less: the South 33 feet reserved for road right of way I#: 2004314999 BK: 13751 PG: 2135, 08/05/2004 at 02:35 PM, RECORDING 4 PAGES , $35.50 D DOC STAMP COLLECTION $0.70 KARLEEN F. DE BLAKER, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDM04 �', , , , � , � � -___ , , _ , i ---_ i `�. . �` , .. � • -- �. � ,' � � � � � � ' � � ' � -- ' � : � � �-- r , THlS INSTRUMENT PREPARED BY �� ', �; �; AND RETURN TO: _- ' ' DENNIS G. RUPPEL, ESQ. �-- � JOHNSON, POPE, BOKOR, RUPPEL&BURNS, LLP POST OFFICE BOX 1368 ;;, . CLEARWATER, FL 33757-13B8 ' ��'��'� `' , , , , _ , V�IAR 'r1l;D,E�;, _ , , TH{S INDENTURE, is made on�� _�.., 2004, befinreen GEORGE RUPPEL and SANDRA RUPPEL, h�lsband , wife ("Grantor"), whose post office address is 3030 Union SVeet,.,Cle�rwat+er.FYofida 33759, and Ruppel Fanns, LLC, a Florida limited liability comp�cry ("Or�tAte�"r,'whose post office address is 3030 Union Street, Ctearwater, Florida'3375�;� � � �W I T��s$�� Grantor, tor-�n�d,iri consideration of Ten Dollars ($10.00) and other good and valuabla consld��atio� to C�rantor in hand pald by Grantee, the receipt and sufficiency of which are�hereby��ckn�fwledged, has granted, bargained and sold to Grantee, and Grantee'� h'eirs, sucx�ssors and assigns forever, the follawing described land, situated in Pinellas�Gount�;Fbrida: ------_SCE EXHIBIT "A" ATTACHED HERETO AND HEREBY ` � MADE A PART HEREOF `',', y SUBJECT to applicable land use and zoning restrictlons and �'�' to easements, reservations and restrictlons of record, if any, -- which are spec'rf'ice8y not reimposed or extended hereby, and to taxes for the yea�2004 and subsequent years. This properly is beu'►9 transferred by the Grantor to the Grantee as a contrfbution to the qpital of Grantee, and tl�e Grantor ts not reoeiving any additional stodc a'ott►er conslderatbn. As a result,only the minimum tax wiN be required on oonveyance from the Grantor t�the Granbee,based on Ku%Inc. v Stata of Flor/da, ' 713 So.2d 1021 (Fla.2d DCA 1998)and Technical Assistance Advisement No.0364-008. , i � PINELLAS COUNTY FL OFF. REC. BK 13751 PG 2136 �� , � � � ___ , , Grarrtor does heneby fuly waRant the tide to aatd land and wfll defend the same----- � �ainst the lawfui daims of all peraons whomsoe�ver. �� „ ao �, , ,',� , , The tax parc�l number for the aforedescribed property is�3��8�6�v9�6/3,�0/��o� TH1S WARRANTY DEED WA8 PREPARED VVITHOUT THE BENEFIT �F A�� TRLE 3EARCH. ' , ; � , � -- ,, ! IN WITNESS WHEREOF, Grentor has hereunto set Grentc�r,"s hand entl-se"al the day and year first above written. '� ', � � � „ I Slgned,sealed and deltvered -- , in the presenoe of: � �� ;, Signature ,°G O'RflL� L ;�r � �ra K � � -- � P�int name -� � ' ,� ,, ,' �Gt�.�d�tc� sd. �,�,,� ', �' �; �; v S(gr�tture -- s'�ac,o .r, Il..o��,�,�' -- Print name � � - �� ' ��'— Slgnaturo ,�'.--. �. . NDRA RUPPE 1ia.,�l,� ,S�t�o�'� � � � � Prirtt na,�e , � , �a_��,e��-� .� si�c�ataira_--� '. `'��L��f' �,°vF PPiti��arzte, . . �, , , � 2 .'i PINELLAS COUNTY FL OFF. REC. BK 13751 PG 2137 �� ___ , , _ , STATE OF FLORlDA ) '�,', ., COUNTY OF PINELLAS ) ' The foregoing instrument was adcnowledped beioro e this ,��.+day�.df, 2004, by GEORGE RUPPEL. He Q�is persdn'aliy knoMm to' me or as . ' , ' , . � , -- , � � �', � ��- St��if.�t�— s�:, �fr.K � Natary Public ' ' � P�lnt name 5��.+nx�-s'`• �� MY��►�P�� /as�x,�' ` YP � i i � ��?41��``�'Y�`�`-yYr1'71��.W►E ��* f�11'..�'i01AU11SSI0N i DD 290�D4B ` _EXPIRES:Jenuary 25 2008 , STATE OF FLORIDA ) ��"""� B°^�'dT"ue"d°""°�'`s""°" -- , , COUNTY�F PINELLAS ) -� � ' ,� �, ,' � � -,, .. The foregang instrument,-was'�adv�a�yi$dged before me thfs �� day of 2004�biY,SA(VDEt�4�ttJPPEL. She(]is personally known tc me or e-��_�„_„� �--as ide�nn s�a�_ �9, �� . Notary Public , , , , , ,__, �. ; Print name_S�.q�c.� f. �o�� -- My c�ortunisslon expires: r_�5--�,p ,',' '. � , ', , . � , � � , , , , �'- �•'"•;.",�, siwoa►si.ave -_ ---, . . W+'oo�oN�o�aaoow ��, �---_. E�ES:,brrwy 2b,Zooe ___ _ g'�� at�e J2.-R�+DPevo�..nbNt w�d anir�oo4��:or� , � „ , 3 , PINELLAS COUNTY FL OFF. REC. BK 17701 PG 930 , EXHIBIT "A" ;'' 11`�'1 LEGAL DESCRIPTION --_-�' '� � �, That certain parcel of real property more fully-described as follows: ,' � v , Street Address: 3030 Union Street, Clearwater,FL 33759 -= Parcel ID:33-28-16-00000-330-1200 �� \� �� . � � � , „ � � A portion of the West '/z of the Southwest '/4 of the Southwest '/4 of Sectits��3,'�'ownship'28 South,Range 16 East,Pinellas County, FL,described as follows: ;;� . �-" � �'� � � � From the Southwest Corner of said Section go North 33 feet along the,�Z�sl-S�ction Line; thence East 347 feet to the Point of Beginning;thence go North 275 feet; thence West 327 Feet; then North 35S feet;thence East approximately 640 feet to th�.�ast Boundary of Said West '/z of the Southwest '/, of the Southwest '/4 of Section 33, Township 2,8'Sout1�;,Rangel6 East; thence South 230 Feet along said East Boundary; thence West�?�4�'eet;th�n'South 400 feet, thence West approximately 19 feet to the Point of Beginnir�g,coht`�inii}g��proximately 4.48 acres. „ , � -- , , _, , � ,' �, ,' � , ,� � � � � � � � , , „ , �� , � � , � � �; � , , �� '----_, �, , �, � , � , PINELLAS COUNTY FL OFF. REC. BK 13751 PG 2138 PJ�LBIT A DESCRIPTION OF RUPPEL FARMS ',', The West 'h of the Southwest'/s of the Southwest'1a of Section 33, Tov�mslup 28 South,Range ,'____�' ', 16 East,Pincllas Coumy,Florida,Less the foUowing 2 Pares l s: -;�, - �, , � , 1. 'I'he South 33 Fect reatrve�for Road Right of Way, � , and , ,,, 2. From the Southwest Corner of said Section go North 33 Fat aloeg tfie��Vest.'. Section Line.thea Esat 347 Feet to the Poivt of Beginning. Th�a go North�'t5 Fect,ti�en ��' West 327 Fett, th�► North 355 Feet, thai East approximate1Y 640 Fee4 �o the F,ast Boundary of Said West 'h of the Southwe,st'/.of the Southwest'/�q€Se�ticxa;3�-Z-�,�6, thea South 230 Feet along said Esst Boundary,thec►West 294 F�'then So��Fcet, then We�t �pproximately 19 Fcet W the Pairn of Beginning coqtaining app�oximntely 4.48 Acres. -- ; �;� . , ,�, ' _ , , , „� - � , , � -- , , _, , � ,' �, ,' � , � , ', � �, , , , „ , , -- , ,' '� � � ', , . „ � , -- � , �� -�---_, , , ,. , � i , � i • I#: 2012253900 BK: 17701 PG: 927, 08/31/2012 at 08:16 AM, RECORDING 4 PAGES . $35.50 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKPR03 , , �� , � ___ , , _ , I �_`�`� ., � Prepared by and Return to: � i Dennis G. Ru I Es � i PPe, q� ,-- Johnson, Pope,Bokor, __ ' Ruppel 8�Bums, LLP � ' ,',' , � P.O. Box 1368 ' ' � � i Clearwater, Florida 33757-1368 � ' „ , -- � , �� -- I � �` I � ` \\ 1 I PERSONAL REPRESENTATIVE'S DEED ��:;--;,'� BY THIS DEED made this � day of ��. , 2012, between SANDRA J. RUPPEL, the unremarried widow of GEORGE,�F2UPPE�, arui,bENNIS G. RUPPEL AND SANDRA J. RUPPEL, the duly qualified and,�c#iPg�co=p�rsonal representatives of the estate of GEORGE RUPPEL, deceased„v+�hose,�po�#'o�i�e address is 911 Chestnut St., Clearwater, FL 33756 (collectively, "Grantor,s'�, ak�d RUPPEL FARMS, LLC, a Florida limited liability company ("Grantee") w,hiose% po�t�of�,Ce address is 911 Chestnut St., Clearwater, FL 33756, Grantors convey�nd relea�e�rom any and all claims of the estate, to Grantee all of Grantor's interest ir�`�he foll��hring real property in Pinellas County, Florida: -- � � See Exhibit"A" attached;h8refo;�nd made a part hereaf by reference. Parcel ID 33-28=x6-0AQ00�3�0-1200 (the "Properly") subject to valid fe�t�ictioi�g;,reservations, and easements of record and real estate taxes unpaid, if any.,',' �,'� , � � , � „ , � Gf�NTQRS �r�'the authorized co-personal representatives of the Estate of George RuppeF„deee�sed ("Decedent"), by virtue of Letters of Administration granted the 26'h da�r;e�Maq,�Z�10 in the Circuit Court in and for Pinellas County, Florida, file number 1'��226�S. The Grantors have full and complete power and authority to convey the _ hereir�;des�ribed real property by virtue of powers granted to the Grantors in the Last Will �'�'and Testament of the Decedent. , � �-�GRANTORS COVENANT with Grantee that Grantors have good tight and lawful authority to sell and convey the property and warrants the title to the property for any acts of the Grantors and will defend the title against the lawful claims of all persons claiming by, through, or under Grantors, but against none other. SANDRA J. RUPPEL, individually, joins in the execution of this Deed for the sole purpose of ratifying her prior disclaimer of her interest in the Property. PINELLAS COUNTY FL OFF. REC. BK 17701 PG 928 _ __._._ .. ------- � T � �,I 1 � � � 1 1 � � � Print: /}i. 5 k� FftS S�a-'i Dennis G. Ruppel, the Co- ersonal ----_' �� i Representative of the Estate -;�. of George Ruppel, deceased '' � v , , , Print: -- �,' �� . � � ', � � �� „ , __ , . STATE OF ( FLORIDA ) :� - �-" � �'� COUNTY OF ( PINELLAS ) � �� ' ' , „ The foregoing instrument was acknowledged before me ti�is�� day of �Ll(rCt c�T , 2012, by Oennis G. Ruppel, the Cd-Persona! Representative of the Estate of George Ruppel, deceased. He i rspna ly'kriown tb=me r has produced as identifica ion:,�,� - , , � ��' '—�� 5�� . _-; N�t�ry'�'ublic ;�," P�int�n�me: I ' ', �, Nly;commission expires: , v � I�WNDASUEFASSETT ., CArtrN�iat DD 800124 Octaber 25,2012 #5694 2 v3-Ruppel,George PR EYee�d(Union Street) �� . -- �� . � � ` � i � ' � <' _'--_, . � � � � I PINELLAS COUNTY FL OFF. REC. BK 17701 PG 929 !N WITNESS WHEREOF, Grantors have hereunto set their hands the day and �, ', year first above written. _ �� ___ , , - , ,, __ ---__ . WITNESSES: ' � v , Print: Sandra J. Rup ei, in vi �y and�s, Co= Personal Repr ntative df`xhe Estate of ; George Ruppel, dec�sec� -- , __- . �..Cu � �l �"Gy/_�LL� � , , , „ , � „ Print:[n_�5u f� F�tss£� -- � STATE OF ( FLORIDA ) � ��'� - , , COUNTY OF ( PINELLAS ) '�,', ,;,��.��v „ The foregoing instrument was,ay`�cno�nlle�ed�� before me this gth day of �}u�-c�ST , 2012, by Sandra ,�.y." Rupgel;,�iridividually and as Co-P nal ; Representative of the Estate of G�org'e�,Ruppel�� deceased. She is ersonally known to � me or has produced � � as identification. v Y�'� a�?�,,;c�, �.,c,�-� �a-o.�� Notary Public � Print name: -- My commission expires: ,�; � , �anuNa�suE FassErr � � \�, ' .. C�ommiseion DD 803124 , , � :' Expires aclober 25,2012 , � , e.s.n.Y oq r,�a d..o�o�armo <' `_--_, `� ., �� I __ _ _ _ _ g _ ___�_ I '8 m�am.W �_— � NOrt . i59a —— � ..i �yC�' . � , , � „� f . r--� i-'L . — — _ � — � � i : ._—� ———� � : � .' ��$ �•�� b� ._ � x �� -- `� � I G�07 $ � I I I�:. bt'6[ � bl'IB — �('y�R i�am L ' \\ I � . — � I � .� - -�_ --#� . , Hr+ve.�oeoi � �I 9• I I I -I I rva3eaouna � � � ��.. j ��3 � �` »�a,��5x.�,"'.� � (�4. .:� � Sl � � ---�I a i i i �+R I ti� R'6L _ CL18 I �f � � �..�,�� '� ;_,M� ,,.r �� iI S� rvnae aoim s ,�£, ---� r-'--�-1 I I� � � � � i�, I I I I �;� i. � I.. . I $ I � I ._�� ' t-- — — —_ —�, �" ��'� � �- � �� st � i � � $ '�f�� l j � L-i�_J L_- � �E_ 9107 "�` � --_� __ � T`� �--�-_� �---�--�e9;� � �� I I I � I i.'�. 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I o � a�n+oi a ^.i � NOISN31 I ..\�,��mem,u'w � � ' I I �` '�U �I — — j £l, �� l�l� 8r.� ' - - - - -°— - -.;a': — � � N .,, ' . ��o� r,�-J---- � I I I I � �I I �� 1 ._.,� I I I // ...,J I I � I � I I I � �� I I � I � I I I � �9:w��o-� � ..�,.��,�„ ..P...��.,..�_�,.o� � � D EGENCY TREE EXHIBIT W Design&Engineering.Lic. MAfESTfC OAKS �N �^up•�^��•�•�^ CLEARWATER PINELLAS COUNTY „�ww �d„•ff FLORIDA . / 4 ° Clearwater Planning&Development Department Flexible Standard Development Application � Detached Dwellings, Duplexes orAssociated Accessory Use/Structures 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 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. 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 PRELIMARY SITE PLAN REVIEW FEE: $200 APPLICATION FEE: $200 (if for detached dwellings or duplexesJ OR $100 (if for accessory uses/structures for detached dwellings/duplexes) PROPERTY OWNER(PER DEED): Ruppel Farms, LLC MAILING ADDRE55: 911 Chestnut Street, Clearwater, FL 33756 PHONE NUMBER: (727)461-1818 EMAIL: dennisr@jpfirm.com AGENT OR REPRESENTATIVE: E.D.Armstrong III MAILING ADDRESS: 911 Chestnut Street, Clearwater, FL 33756 PHONE NUMBER: �72�)461-1818 EMAIL: e �p irm.com ADDRESS OF SUBJECT PROPERTY: 3030 Union Street PARCEL NUMBER(S): 33-28-16-00000-330-1200 33-28-16-00000-330-1100 LEGAL DESCRIPTION: See Exhibit"A"attached hereto PROPOSED USE(S): Single family home subdivision DESCRIPTION OF REQUEST: Approval of 43-unit detached dwelling single family subdivision including a reduction in minimum Specificolly identijy the request lot size and relief from Sec. 3-1907(D)to eliminate a required sidewalk. (include all requested code flexibility,• e.g., reduction in required number of parking spaces, height setbacks, !ot size,lot width,specific use,etc.): Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 1 of 7 Revised 01/12 ° �learwater Planning&Development Department Flexible Standard Development Application � Data Sheet PLEASE ENSURE THAT THE FOLIOWING 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 APPLICATION CYCLE. 20NING DISTRICT: LDR FUTURE LAND USE PLAN DESIGNATION: RS EXISTING USE(currently existing on site): Single Family Home and Horse Stables PROPOSED USE(new use,if any;plus existing,if to remain): Residential Subdivision SITE AREA: 862,488 sq.ft. 19.8 acres GROSS FLOOR AREA(total square footage of all buildings�: Existing: 20,000 mol sq.ft. Proposed: 224,000 sq.ft. Maximum Allowable: 344,995 sq.ft. GRO55 FLOOR AREA(total square footage devoted to each use,if there will be multiple uses): First use: 224,000 sq.ft. Second use: sq.ft. Third use: sq.ft. FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site): Existing: �02 Proposed: •26 Maximum Allowable: .40 BUILDING COVERAGE/FOOTPRINT(1�`floor square footage of all buildings): Existing: 15,000 sq.ft. ( .02 %of site) Proposed: 224,000 sq.ft. ( •26 %of site) Maximum Permitted: sq.ft. ( %of site) GREEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer): Existing: N�A sq.ft. ( %of site) Proposed: N�A sq.ft. ( %of site) VEHICULAR USE AREA(parking spaces,drive aisles,loading area): Existing: N�A sq.ft. ( %of site) Proposed: N/A sq.ft. ( %of site) Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865 Page 2 of 7 Revised 01/12 IMPERVIOUS SURFACE RATIO(total square footage of impervious areas divided by the total square footage of entire site): Existing: .2 (approx) Proposed: .62 Maximum Permitted: .65 DENSITY(units,rooms or beds per acre): BUILDING HEIGHT: Existing: � Existing: 30 Proposed: 43 Proposed: 30 Maximum Permitted: 47 Maximum Permitted: 30 OFF-STREET PARKING: Existing: 2/unit Note:A parking demand study must be provided In conjunction with any request Proposed: 2/unit to reduce the amount of required off-street parking spaces. Please see the Minimum Required: 2/unit adopted Parking Demand Study Guidelines forfurther information. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ 4.3 million ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: LDR South: I&A-E(County) East: E-1 (County) West: LMDR STATE OF FLORIDA,COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this ��f h day of representations made in this application are true and accurate to the best of my knowledge and authorize ��C � « .to me and/or by City representatives to visit and photograph the �L. (�,�}�C'/vls'T(Za,qJG— ,who is ersonally known has property describ d in this application. produced as identification. - � ,i J , ,- / : � �'' �/ / � �Yr V� C �LL�%�C�` Signature of property owner or representative Notary public, My commission expires: ,,••��*;;g;••• :.: :�= misswn :�• :�; Expires October 25,2016 �-�,pF�;;F•' eaaea tnn,r�oy Fam�na.e�ce aoa3esrms Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-56211865 Page 3 of 7 Revised 01/12 o Planning&Development Department � � ear�vater Flexible Standard Develo mentA lication p pp � Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE STANDARD DEVELOPMENT (FLS) APPLICATION, ALL FLS APPLICATIONS FOR A SINGLE-FAMILY DETACHED DWELLING, DUPLEX, OR ACCESSORY USE/STRUCTURE ASSOCIATED WITH EITHER A SINGLE-FAMILY DETACHED DWELLING OR DUPLEX SHALL INCIUDE A PLOT PIAN WITH THE FOLLOWING INFORMATION: ❑ Responses to the General Applicability criteria as set forth in Section 3-914.A. The attached Flexible Standard Development Application General Applicability Criteria sheet shall be used to provide these responses. ❑ 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 Standard Development Application Flexibility 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, �ocation 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 similar 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 tree survey showing the location, DBH (diameter at breast height), and species on the parcel proposed for development with a DBH of four inches or more and identifying those trees proposed to be removed. ❑ A site plan with the following information: ❑ North arrow,scale,location map and date prepared. C] Location of the Coastal Construction Control Line (CCCL), whether the property is lacated within a Special Flood Hazard Area,and the Base Flood Elevation(BFE)of the property,as applicable. ❑ Location,setbacks and use of all existing and proposed building and structures. ❑ Location of all existing and proposed parking areas,sidewalks and driveways. ❑ Location,type of material and height of all existing and proposed fences. ❑ Location of all existing and proposed utilities,including water,sewer,gas,and stormwater. ❑ Location of all existing utility easements, including Official Records book and page numbers, and any proposed utility easements. ❑ Building or structure elevation drawings that depict the proposed building height, building materials,and concealment of all mechanical equipment located on the roof. Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865 Page 4 of 7 Revised 01/12 o Planning&Development Department � � earwater Flexible Standard Develo mentA lication P Pp � General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX(6) GENERAL APPLICABIIITY 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. See Exhibit "B" attached hereto 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. See Exhibit "B" attached hereto 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. Se,p—Fxhihi t "R" a�a�hPrl herat� 4. The proposed development is designed to minimize traffic congestion. See �Xhibit "B" attached hereto 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See �hibit "B" attached hereto 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts,on adjacent properties. See Exhibit "B" attached hereto Planning 8 Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865 Page 5 of 7 Revised 01/12 ° Cl�arwater Planning&Development Department Flexible Standard Development Application � Flexibility Criteria PROVIDE COMPLETE RESPONSES TO THE APPIICABIE FIEXiBILITY 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• See F.xhihit "R" attachPd hereto 2. 3. 4. S. 6. 7. 8. Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865 Page 6 of 7 Revised 01/12 o Planning&Development Department � � ear�vater Flexible Standard Develo ment A lication p pp `' Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed-PRINT full names: Ruppel Farms, LLC 2. That(I am/we are)the owner(s)and record title holder(s)of the following described property: See Exhibit"A"attached hereto 3. That this property constitutes the property for which a request for(describe request): Flexible Development Approval, Preliminary Plat Approval and Annexation 4. That the undersigned(has/have)appointed and (does/do)appoint: E. D.Armstrong III/Johnson, Pope, Bokor, Ruppel&Burns, LLP 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 application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That(I/we),the un rsigned 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 oC-�-�'h DAY OF ��G� �(� L� , 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. ��'l C�-(�,z�� .�c.�' �cL��,� Notary Public Signature Notary Seal/Stamp My Commission Expires: .•�,�;.y., =►: •:.= Commission#EE 828883 =^' P; Expires October 25,2016 ��'�`'�$f„1°•�'�� 8orded TMu T�oy Fain Inwrance 800-965-7019 Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33 , e: , . Page 7 of 7 Revised 01/12 Majestic Oaks/ 3030 Union Street Annexation, Preliminary Plat & Flexible Standard Development Applications Exhibit "A" Legal Description The West '/2 of the Southwest '/4 of the Southwest '/4 of Section 33, Township 28 South, Range 16 East, Pinellas County, Florida Inclusive of: From the southwest corner of said Section go North 33 Feet along the West Section Line; thence East 347 feet to the Point of Beginning; thence go North 275 feet; thence West 327 feet; then North 355 feet; thence East approximately 640 feet ot the East Boundary of Said West '/2 of the Southwest '/4 of the Southwest '/4 of Section 33, Township 28, Range 16 East; thence South 230 Feet along said East boundary; thence West 294 feet; then south 400 feet, thence West approximately 19 feet to the Point of Beginning, containing approximately 4.48 acres. less: the South 33 feet reserved for road right of way EXHIBIT "B" TO FLEXIBLE STANDARD DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL REDEVELOPMENT PROJECT Majestic Oaks/ 3030 Union Street Annexation, Preliminary Plat & Flexible Standard Development Applications The subject property is a residential parcel located in unincorporated Pinellas County which serves as a single family home and horse farm on Union Street, east of US Highway 19. Concurrent with this application, the applicant is submitting preliminary plat application and a request for annexation. The site is a 19.8 acre m.o.l., heavily treed site which has been home to "Ruppel Farms" for over fifty years. The applicant's annexation request includes a request to place a Low Density Residential zoning category on the site, consistent with the Residential Suburban land use category.' The proposed development is for 43 single family homes. Specifically, the Applicant requests Flexible Standard Development approval to permit 43 detached dwellings as a Residential Infill Project in the Low Density Residential (LDR) District with: (i) a contemplated Lot Area of no less than 10,327 square feet where 10,000-20,000 sq. ft. is required; (ii) a contemplated Lot Width of 85 feet; (iii) a front setback of 25 feet to building where 25 ft. is required; (iv) side setbacks of 10 feet (to building) where 5 — 15 ft. is required; (v) a rear setback of 20 feet to building where 5— 25 feet is required; (vi) a maximum building height of 30 (from BFE to midpoint of pitched roofl where the maximum height is 30 ft.; and (vii) off street parking of 2/unit where 2/unit is required; under the provisions of Section 2-103.B. and, a waiver of the sidewalk requirements for the east side of the easternmost road pursuant to Section 3-1907(D) of the Code. ' Currently,the property has an RS land use category and A-E zoning category; in the City of Clearwater, the only zoning category consistent with RS is LDR. Section D. Written Submittal Requirements General Applicability Criteria: 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 subject property has residential homes to the north, east and west and both institutional and residential uses to the South. The land is near the easternmost portion of the city's Chautauqua Nature Park which can be accessed via the unimproved Landmark right of way which is immediately west of the site. The neighborhood to the west, Elysium, has a zoning of LMDR which allows for denser development than the subject property (LMDR permits 5 dwelling units/acre while LDR permits 2.5 dwelling units/acre); however, the Elysium subdivision is developed at a density of approximately 1.60 (64 units / 40.58 acres) units/acre which is similar to the proposed 2.1 units/acre (43 units /19.8 acres). The size of the proposed homes (2,800 — 4,000 sq. ft) is consistent with the homes adjacent to the surrounding properties. This request is specific to the need for flexibility with regard to lot size; the developer will submit individual applications for the home development in the future. 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 development of the property as a single family home subdivision is consistent with the surrounding developments and will not impair the ability for these developments to maintain their value. In fact, the upgraded utilities, stormwater and retention of a significant number of trees on the Property should increase the value of the surrounding areas. Furthermore, the proposed development of large, single-family homes will likely increase the value of the neighboring properties. The proposed subdivision plan preserves trees and creates an aesthetically pteasing subdivision. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. Health and safety is not adversely impacted, as the use is consistent with the land use category, zoning category, existing use, and adjacent uses. Health and safety will be improved because the new residences will be constructed in accordance with current building codes, which will be less susceptible to wind and flood damage, the development will include on-site stormwater retention and the development will be linked with public utilities. 2 4) The proposed development is designed to minimize traffic congestion. The design of the subdivision with two entrances from Union Street is intentional to provide for sufficient access to the site and not require any type of improvements along Union Street. Within the subdivision, each home will have a garage and driveway parking out of the streets. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community character of this area is both estate homes and more dense homes. One consistent attribute is the retention of trees on the site which is consistent with the community character. The proposed site will accommodate larger, estate homes which is also consistent with the surrounding neighborhoods. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The parcel will be developed in accordance with the permitted use under the zoning upon annexation. The new homes will be constructed in compliance with current building Codes, being more structurally sound than some of the other residences that exist in the area. The proposed subdivision will replace an active, working horse farm with a low-impact residential area. Residential Infill Project Criteria 1) Single-family detached dwellings are the only permitted use eligible for residential infill project application; The applicant is requesting single-family detached dwelling subdivision approval. 2) The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. The applicant is not requesting a deviation from intensity or density standards. The applicant is requesting flexibility of minimum lot area of 10,327 sq. ft. where the code allows 10,000-20,000 sq. ft. The location of stormwater improvements, the existence of a Progress Energy transmission line easement, and the goal of saving a number of significant trees on the Property makes larger lot sizes impractical. While the proposed lot sizes are smaller than neighboring subdivision, it is within standards of the category and still larger than other Clearwater homes. 3 3) The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties (include the existing value of the site and the proposed value of the site with the improvements). The fair market value of the abutting properties will not be reduced and will likely increase with a manicured, new development adjacent to the existing subdivisions. The developer of the proposed subdivision has constructed the Renaissance Oaks subdivision to the north which has consistently maintained home prices higher than those in the immediately adjacent neighborhoods. The proposed development will provide increased value of the subject property and the surrounding neighborhoods. 4) The uses within the residential infill project are otherwise permitted in the district. A detached dwelling is a permitted use in the LDR District. 5) The uses or mix of uses within the residential infill project are compatible with adjacent land uses. The proposed use of the property for a detached dwelling subdivision is compatible with the use of the adjacent properties, which are also occupied by detached dwellings of low and low-medium density. 6) The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The immediate vicinity of the property is an unimproved right of way and similar single family residential developments. The subdivision plan proposed to improve the platted right of way to standard city regulations including a buffer to the west to screen the new development from the existing neighborhood. As stated in the answer to question 3, above, the property values of the proposed homes will likely be even higher than those of the adjacent neighborhoods. 7) The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The proposed design of the residence will be of superior architectural design and construction and will meet existing building code requirements. The architectural style of the proposed residence blends with the overall theme of the 4 neighborhood and is compatible with the community character of the surrounding developments. 8) Flexibility in regard to lot width, required setbacks, height, off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The only flexibility that is requested by the applicant is in regards to lot size and the applicant's request is within the lot area permitted by a residential infill project. The community character is one of larger, estate homes situated in an urban setting. This fosters neighborly communication and activities. The subdivision plan was specifically designed to preserve the oak trees and other natural features on the property. This resulted in situating smaller lots in a linear fashion in order to also provide sufficient access to all of the proposed lots. The natural setting, tree-lined entrances from Union Street and the general layout of the subdivision all add to the community's character. 3[28/2013 6:42 PM 1393358_2 5 I#: 2004314999 BK: 13751 PG: 2135, 08/05/2004 at 02:35 PM, RECORDING 4 PAGES • $35.50 D DOC STAMP COLLECTION $0.70 KARLEEN F. DE BLAKER, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDM04 �� , � , � , , � �--_ , � j _ , I " _ ' ` `� � .. � . -- .\ � �� i �� . � � ' � ` ii-- `. -�' -- � ` '�� '-- � i THlS INSTRUMENT PREPARED BY ', `, �� AND RETURN TO: � � __ '�' DENNIS G. RUPPEL, ESQ. -- � JOHNSON, POPE, BOK�R, RUPPEI.&BURNS, LLP POST OFFICE BOX 1368 �'� CLEARWATER, F�33757-1368 � c� �' � , , _ .v, � , , - WAr�EC�T,D�, _,, , � THIS INDENTUF�E, is made an�,�� , 2004, between GEORGE RUPPEL and SANDRA RUPPEL, h�sband ,d wife ("Grantot"}, whose post o�ce address is 3030 Union Street,.Cle�rwater,FYohda 33759, and Ruppel Farms, LLC, a Florida limited liability comp�cry ("br.�Ate�'7,"whose post office address is 3030 Union Sheet, Ctearwater, Fiorida'3375�:,� v ,WITIJi,�S3EI�,l: Grantor, for_�n�d iri consideration of Ten Doliars ($10.00) and other good and valuable consad8�ation to'C�rantor in hand paid by Grantee, the receipt and suffciency of which are�hereby�ckn�fwledged, has granted, bargained and sold to Grantee, and � Grantee'� h�eirs, succ�ssors and assigns forever, the follawing described land, situated in Pinellas�ount�,F7o�ida: �,, '�;'�---__S�E EXHIBIT "A" ATTACHED HERETO AND HEREBY MADE A PART HEREOF ',�� y SUBJECT to applicable land use and zoning restrictlons and ��% to easements, neservations and restrictlons of record, if any, -= which are specfically not reimposed or extended hereby, and to taxes for the year 2004 and subsequent years. This property is being transferred by the Grantor to the Grantee as a contributlon to the capital of Grant�, and the Grantor is not receiving arry addftional stodc or other conslderatbn. As a resutt,only the minimum � tax wiH be required on conveyance from the Granta tn the Grantee,based on Kwu,Inc. v Stata of Flodda, 713 Sa.2d 1021 (Fta.2d DCA 1998)and Technical Assistance Advisement No.03B4-008. i � PINELLAS COUNTY FL OFF. REC. BK 13751 PG 2136 �� , � � � ___ , , Grantor doea heneby fully warra�t the �tle to aaid land and wiii defend the same-'--- � against the lawfu!daims of al!person�whomsoever. � �� „ �, , ,',� , , The ta�c parcei number for the aforedesaibed property is,�3��8�6 aoA�l�3,�0/i t o+� � -- �. �+�a w DEED WAS PREPARED THE BENEFIT OF A�� TI'TLE SEARCH. ' ` + � , . � � __ , , , fN WITNESS WHEREOF, Grantor has hereunto set Grantdr,'s hand an�-sesl the day and year flrst above written. �, ., ; ; , Slgned,sealed and delivered -- , in the presence of: i �� ,_ ,-_ Signature r '� �� / , , � �✓a n Ll ,>'G[ -- , , Print name -�' � ' ,� ,, ,' � , ;, �.v, p�Gt�d�ta- yd. �.�-c ' � � � . � � „ Signature -- " S,9,ub�c,o .T. /..ov� ,,�, _ -- P�int name � � - -l�� Signaturo � .--. �.` , NDRA RUPPE /i4„ �1,� ,.Sr�o�'�! PriM na�r�e ','. ; ; , ,�4u,,�� s��,�__-� . `.�'�,o �.r,' tio�E P�in�par�ie, . . ', , , � 2 •1 PINELLAS COUNTY FL OFF. REC. BK 13751 PG 2137 ;� , � , � � � ___ , , _ , STATE OF FLORIDA ) "'�,', ., COUN'tY OF PINEU.AS ) � ' The foregoing tnstrument was adcnowledQed t�fore e this �7�-.day�.df, 2004, by GEORGE RUPPEL. He Q�is persdriaily knoYimm to' me or as . , , � , . � , -- . � , --� -- ,',� '�__, j�f if�a'-tR- s�,� �s� � . Notary PuWic , , Print name S��rU�-s �� MY comr�i�sion exPinea: /as�x,� ��`;"��:;�.��'-�s�t�io�s.wve ' * �,ii'�COIAli1SSI0NiDD260D49 � �/� `�� _�J(PIRES:Jenuary 25,2008 . , `,'�,�'�'r,�'' s�anws��m,,s�,� STATE OF FLORIDA ) __ , , , CQUNTY OF PtNEI.LAS ) -�� ` � ,',� �' � , � The foregang inatrumerrt-was'.�ovyl$dged before me this � day af � 200�,tiX,SAIVDEt�41�UPPEL. She [�is personaily known to me or ee-�e�ac�d-.._�,�_� �'--as iden�nn Sz��ae,� Q9, �,ow�-� , Notary Pubtic -- PrirtE name S•o,�,ac.� .r• �ou,� „ -- My c�mmrnissbn exp(res: i-?s-�D � � �� '� � „ � � „ � � , , _ --" ��;."•��.°,'�e• SAInfiA3.1;0'VE _____-_. *�# IAY COI�CBSION i DD 290W8 �'. � . --, E7�ES:,IerMStr 2b.2008 �t�6 J2.-RNppelAC9t��nb�R MW �''t�nd� Banded 7Aa BYapM Ilabry S�rin� 5I27IYOOt 11:07AM � � � � � 3 PINELLAS COUNTY FL OFF. REC. BK 17701 PG 930 � EXHIBIT "A" �� , '� LEGAL DESCRIPTION -_��-' '� . That certain parcel of real properiy more fully-described as follows: ; ; " Street Address: 3030 Union Street, Clearwater,FL 33759 '__' Parcel ID:33-28-16-00000-330-1200 �� , � � � , „ � � A portion of the West % of the Southwest '/< of the Southwest '/4 of Secti��3, '�;okvnship'28 South,Range 16 East,Pinellas County, FL,described as follows: ;;� '-" � �'� From the Southwest Corner of said Section go North 33 feet along the,`b'�I�sx-S�ction Line; thence East 347 feet to the Point of Beginning;thence go North 275 feet;thence'West 327 Feet; then North 355 feet; thence East approximately 640 feet to th�.�ast Boundary of Said West '/z of the Southwest `/e of the Southwest '/< of Section 33, Township 2�8'Soutl�;,IZangel6 East; thence South 230 Feet along said East Boundary; thence Wesf��4�eet;th�n'South 400 feet, thence � West approximately 19 feet to the Point of Beginnir�g,coht`�inii}g��pTOximately 4.48 acres. , . , � -- , , _,; , � ,' �, ,' � , ,� � � � � � , � , , „ , ,'�' '. � � '. , . „ � , � , __: �� '---_, �, ., � ; � , � _ _ PINELLAS COUNTY FL OFF. REC. BK 13751 PG 2138 ERHLBIT A DESCRIPTION OP RUPPEL FARMS �' , ', The West '/�of the Southwest'/,ofthe Southwest'h of Section 33, Townalrip 28 Soutb,Ran8e ,';__�' ', 16 East,Pinellas Caunty,Ftorida,Loss the following 2 Parcels: - -- �,', „ , 1. Ttne South 33 Feet reservai for Road Right of Way, and \ �' 2. From the Southwest Comes' of said Se�tion go North 33 �ect alo�ig fhc�cst.'� Section Line.thea Eeat 347 Feet to the Poim of Beginfling. Theu go North��S Feet,t}� ��' Weat 327 Fed, the�► North 355 Feet, thea East approximaiely 640 Feet��o the �ast Boundary of Said West '�4 of the Southwe�t '/,of the Southweat '/�q€Setti��3�-Z-�i6, then South 230 Fect along said East Bouadary,then West 294 Faet,�'then So��b Fcet, thm Wett approximately 19 Feet to the Paint of Beginning co�qtaining ap�p�oximately 4.48 Acres. -- � �, � , _ , , ' � , - , �, , � -- , , _,; , � ,' �, ,' � , -� � „ � � � � � ` � „ , „ __ , , -- , ,' '� � , ', , . „ � � , ; , , �� -'---_, �, ., �, � , � I ,_ ' I#: 2012253900 BK: 17701 PG: 927, 08/31/2012 at 08:16 AM, RECORDING 4 PAGES • $35.50 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKPR03 . , �� ___ , , _ , ,_ '� i Prepared by and Return to: ,' % v i Dennis G. Ruppel, Esq. Johnson, Pope, Bokor, -- � Ruppel&Bums, LLP � �� i P.O. Box 1368 � , , � � � �� ! Clearwater, Fbrida 33757-1368 � � ; � -- � -�' �- ��,' -- , , � �� , . . , � � PERSONAL REPRESENTATIVE'S DEED ��:�--',�� BY THIS DEED made this � day of �t��. , 2012, between SANDRA J. RUPPEL, the unremarried widow of GEORGE,,RUPPE;, and,�ENNIS G. RUPPEL AND SANDRA J. RUPPEI., the duly qualified and��rti[�g,co=p�rsonal �epresentatives of the estate of GEORGE RUPPEL, deceased„v�hose,�pes#'o#�i�e address is 911 Chestnut St., Clearwater, FL 33756 (collectively, "Grantot;s'�, ak�d RUPPEL FARMS, LLC, a Florida � limited liability company ("Grantee") w,Mose%post�of�ce address is 911 Chestnut St., Clearwater, FL 33756, Grantors convey�nd relea�e��rom any and all claims of the estate, to Grantee all of Grantor's interest ir�`�he foll�Vving real property in Pinellas County, Florida: -- � See Exhibit"A" attachedti8refo;�nd made a part hereof by reference. Parcel ID 33-2�=a'6-0A900�3�0-1200 (the "Property") subject to valid J�-ttic�ioY�g;,reservations, and easements of recard and real estate taxes unpaid, if any.,'-' �,'� , � , , „ � � Gf�flNTQRS �r�'the authorized co-personal representatives of the Estate of George RuPpeF„dece�sed {"Decedent"), by vi�tue of letters of Administration granted the 26`h da�r;e�May,��10 in the Circuit Cou�t in and for Pinellas County, Florida, file number 1'�-.�226�S. The Grantors have full and complete power and authority to convey the _ herei�;des��ibed real property by virtue of powers granted to the Grantors in the Last Will �','and Testament of the Decedent. ,'; �-'GRANTORS COVENANT with Grantee that Grantors have good right and lawful authority to sell and convey the property and warrants the title to the property for any acts of the Grantors and will defend the title against the lawful claims of al1 persons claiming by, through, or under Grantors, but against none other. SANDRA J. RUPPEL, individually, joins in the execution of this Deed for the sole purpose of ratifying her prior disclaimer of her interest in the Property. PINELLAS COUNTY FL OFF. REC. BK 17701 PG 928 * ;�� 1".'�J�lA.4 Nl.[.Cl�l.[if� , 1 � i �, � Print: /h. 5 k� Fi3�5 S�a't Dennis G. Ruppel, the Co- ersonai ---�_' �� Representative of the Estate � � of Geo�ge Ruppel, deceased ' � v , Print: -_ „ . „ , � „ ', , , . � , -- � , -�' -- STATE OF ( FLORIDA ) �;� . '-" COUNTY OF( PINELLAS ) �� `, �; ,' , The foregoing instrument was acknowledged before me this��N day of �11(rLcn"r , 2012, by Dennis G. Ruppel, the Ccf-Personai Representative of the Estate of George Ruppel, deceased. He i rspna ly'k�iown,�6;me r has produced as identifica�ion:"—'r',—' �""'—' , , , ' � �C1`e '�```V/v�� S.�d��Q�`� __; Nbt�ry'Public ;;" P�int�n�me: i , , ! , �, Nly;commission expires: , v -- �� r�raurra�suE�r � CAttirt�sston DD 800124 .t2�o�s �?�� F.�kesOc�ot�er25,2012 a�ar nw n.r w�r.u.�.�o�.m+. #569472 v3-RuppCl,George PR F7ee�d(Union SYreet) . -- .\ � �� i � �. � . I i � ` i � ' � .� � . �' '--_. �� PINELLAS COUNTY FL OFF. REC. BK 17701 PG 929 � IN WITNESS WHEREOF, Grantors have hereunto set their hands the day and �, ', year first above written. �, ', ___ , , _ , WITNESSES: �� ; " Print: Sandra J. Rup el, in vi �iy and�s, Co= Personal Repr ntative df'xhe Estate of George Ruppel, dec�fses� � " � __ � � , '�-- �.� �G�iZ2C�� , <', rn, � „ , , „ Print:(n_.5u� F�ss£rr -- STATE OF ( FLORIDA ) � ��>� ' - COUNTY OF ( PINELLAS ) '�� _�" , , , ,�, The foregoing instrument was,.a�y�IcYtov�leti�eCl', before me this gtF, day of �.0�,t�ST , 2012, by Sandra ,'.y: Rupqel;�ln'clividually and as Co-P nal ; Representative of the Estate of G�org'e�,Ruppel�� deceased. She is ersonally known to� me or has produced � � as identification. v I�'1 Q��.,u-� �aaQ� Notary Public � Print name: -- My commission expires: ,, -- , � �.......��......,. , ,' MIWNDASUEFA3SETT � � �� /�p/y 1 1 � I h ��W Oth7�24 � ` ' ' E�ires Ociaber 25,2012 -- � er�etwnorr,�d..o�oaacrns <' _'--_, . `� .. � � I Tree Inventory 3030 Union Street Clearwater, Florida January 23, 2013 Prepared by: Urban Forestry Solutions, llc Rick Albee,Member For: Deeb Family Homes The following report is submitted by Urban Forestry Solutions, llc, and includes findings that I believe are accurate based on my education, experience and knowledge in the field of Arboriculture. I have no interest personally or financially in this properiy and my report is factual and unbiased. 'This report is the property of Deeb Family Homes and will not be given to other entities unless so directed. The following Tree Inventory Report will identify each tree by its size, species and overall condition with accompanying notes justifying the Condition Rating. The Tree Survey indicates the location of the tree on the site by the tree identification number. This tree identification number corresponds to the number on the Tree Inventory Report. Tree Inventory Data A tree inventory is a written record of a tree's condition at the time of inspection. Problems not apparent upon visual observations cannot be noted and were not noted. A tree inventory is also a valuable tool to prioritize tree maintenance and/or removal of trees with problems that could lead to failure and cause personal injury ar property damage. The following is an explanation of the data used in the inventory: Tree#-location -Each tree is assigned a number for reference in the inventory that corresponds with a number on the Tree Survey that identifies the location of the tree in the field. Size—Diameter at breast height(DBH)is the size of the tree's trunk measured at 4.5' above grade. If there is a fork in the trunk at that point,the diameter is measured at the narrowest area below the fork. Palm species are measured in feet of clear trunk(C.T.). S ecies—The first time the tree is listed in the inventory,it is listed by its common and botanical name. For simplicity,the tree is listed by its common name thereafter. Condition Rating — The Condition Rating is an assessment of the tree's overall structural strength and systemic health. Elements of structure include: 1) the presence of cavities, decayed wood andlor split, cracked, or rubbing branches etc., 2) branch arrangements and attachments (i.e., well-spaced branches vs. several branches emanating from the same azea on the trunk; co- dominant stems vs. single leader trunk;presence of branch collars vs. included bark). The overall condition rating also takes into consideration the species, appearance and any unique features. 1 The rating scale is 0-6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Examples of the tree rating system are as follows: 0-A dead tree 1- A tree that is dying, severely declining, hazardous, harboring a communicable disease. A tree with a rating of#1 should be removed as it is beyond treatment and is a threat to cause personal injury or property damage. 2 —A tree exhibiting serious structural defects such as: dominant stems with included bark at or near the base; large cavities; large areas of decayed wood; extreme crown dieback; crackedlsplit scaffold branches; etc. Also included is a tree with health issues (low energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies or soil pH problems). A tree with a rating of#2 should be removed unless the problem(s) can be treated. A tree with a #2 Condition Rating will typically require a considerable amount of maintenance to qualify for an upgrade of the Condition Rating. 3-A tree with average structure and systemic health, minor crown dieback and problems that can be corrected with moderate maintenance. A tree with a co-dominant stem not in the basal area that can be subordinated, cabled and braced or a co-dominant stem that will soon have included bark can be included as a #3. A tree with a rating of#3 has average appearance, crown density and live crown ratio and should be preserved if possible. 4-A tree with a rating of#4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. T'he tree should also have above average crown density and live crown ratio. Mature trees e�ibiting scars, old wounds, small cavities or other problems that are not debilitating can be included in this group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of #4 is valuable to the property and should be preserved. 5 — A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possess characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with a #5 ra#ing is worthy of significant site plan modification to ensure its preservation. 6 —A specimen tree. A specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratiq form (balanced crown), overall aestheric appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. A specimen tree should have an undisturbed growth area equal to its drip line (equal to the branch spread). Only an experienced and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed to perform maintenance work on a specimen tree. 2 TREE INVENTORY REPORT Please note: Trees aze living organisms, and with all living organisms, certain degrees of stress may be experienced when they are disturbed in any way. It must be pointed out that it is not humanly possible to entirely ascertain the full extent of stress that the tree may experience. Nor is it possible to assure with 100% probability that the trees will survive. However, with professional arboricultural consulting, it is hoped that the stress factors can be held to a minimum and that the trees will continue to thrive during and following construction. Tree# Size Species Rating 1 30" (ive oak(Quercus virgiana) 3.5 Comment: Restricted canopy to the north. 2 21" live oak 3.0 Comment: Restricted canopy to the north and east. 3 17" live oak 2,0 Comment: Restricted canopy on the north, east and west. Co-dominant trunk with no included bark. The leaders to the south is dead 4 32" live oak 3.5 Comment: Restricted canopy to the north and west. 5 30" live oak 3.0 Comment: Restricted on the north and south. 6 36" live oak 3.5 Comment: Restricted canopy on the north, south and east. 7 38" live oak 3.5 Comment: Restricted canopy to the north and west. 8 20" live oak 2,0 Comment: Restricted canopy on the north, south and west. 9 30" live oak 2.5 3 Comment: Restricted canopy on the north, south and east. 10 33" live oak 3.0 Comment: Restricted on the north, south and east. Large wound on the trunk, minor decay. 11 42" live oak 3.5 Comment: Restricted canopy on the north. Major surface roots on the north and west. 12 27" live oak 3.0 Comment: Restricted canopy on the north, south and west. Co-dominant trunk with 1' of included bark. 13 33" live oak 3_0 Comment: Restricted canopy on the south and east. 14 17" live oak 2.0 Comment: Tri-dominant,two of the leaders are dead. 15 33" live oak 3.5 Comments: Restricted canopy on the north and south. 16 37" live oak Z.p Comment: Restricted canopy on the north, south and west. Multi- dominant, minor included bark on the south. Sevier dieback. 17 30" live oak 3.5 Comment: Restricted canopy on the north and east. 18 26" live oak 3.0 Comment: Restricted canopy on the north, south and east. 19 28" live oak 3.5 Comment: Restricted canopy on the north and south. 20 32" live oak 3.5 Comment: Restricted canopy on the north and south. 4 21 24" live oak 3.0 Comment: Restricted canopy on the north, south and east. NOTE:Trees 1-21,as a stand, has a tree condition rating of a 4.0. 22 31" laurel oak(Quercus laurifolia) 2.p Comment: Restricted canopy on the east and south. Multi-dominant, minor included bark in two locations. Moderate die-back. 23 41" laurel oak 2.0 Comment: Co-dominant trunk with 1'of included bark. Moderate die-back, low energy tree. 24 33° laurel oak 3.0 Comments: Low energy tree with poor crown density. Cavity in the base on the south side. 25 30' CT Phoenix reclinatta 3.5 26 24' CT Phoenix reclinatta 4.0 27 6" Chinaberry(Melia azederach} 2,5 28 13" slash pine (Pinus e/liottii) 2,5 29 15" slash pine 3.0 30 11" slash pine 2.5 31 18" slash pine 2.5 32 42" live oak 4.0 Comment: Entire circumference of the lower timbs have topping cuts. 33 47" (ive oak 4.0 Comment: Co-dominant truck with 2' of included bark 5' up from grade. 34 25" live oak 3.0 Comment: Restricted canopy on the north and west. Severe girdling roots 35 20" live oak 2,5 5 Comment: Restricted canopy on the north, east and west. Cavities in the trunk. 36 23" live oak 2.5 Comment: Restricted canopy on the east and west. 37 35" live oak 3.5 Comment: Restricted canopy on the east. 38 31" live oak 2.5 Comment: Restricted canopy on the north and west. 39 29" live oak 3.0 Comment: Restricted canopy on the north, east and west. Multi-dominate trunk, minor included bark to the south. 40 44" live oak 3.5 Comment: Restricted canopy on the east and west. 41 30" live oak 3.0 Comment: Restricted canopy on the east and west. 42 37" live oak 3.0 Comment: Restricted canopy on the east and west. Co-dominant trunk with 1' of included bark 6' up from grade. 43 40" live oak 4.0 Comment: Restricted canopy on the east. Cavity at the root flare on the southeast side. 44 32" live oak 3.0 Comment: Restricted canopy on the east and west. 45 44" live oak 3.0 Comment: Restricted canopy on the east and west. 46 27" live oak 3.0 Comment: Restricted canopy on the east and west. 6 47 33° live oak 3.0 Comment: Restricted canopy on the east and west. 48 26" live oak 3.5 Comment: Restricted canopy on the east. 49 12" citrus 1.0 50 28" laurel oak 3.0 Comment: Restricted canopy to the north. Multi dominant trunk with 1' of included bark. B&B straps girdling trunk. 51 31" laurel oak 2,5 Comment: Multi-dominant trunk with 1' of included bark 10' up from grade. Cavity in the trunk on the south side, 7' up from grade. Canopy has die-back and has poor crown density. 52 26" laurel oak 3.0 Comment: Restricted canopy on the north and south. B&B straps girdling trunk. 53 26" laurel oak 2.5 Comment: Restricted canopy on the north and south. B&B straps girdling trunk. Minor canopy die-back. 54 7" East Palatka Holly (llex x attenuate) 1.0 Comment: Diseased. 55 35" laurel oak 1.0 Comment: Severe decay, mistletoe. 56 32" live oak 3.0 Comment: Restricted canopy on the northwest. 57 25" live oak 2_5 Comment: Restricted canopy on the north and west. 58 21' CT Queen Palm (Syagrus romanzoffiana) 1.0 7 59 27' CT Queen Palm 3.0 60 30' CT Queen Palm 0.0 61 30' CT Queen Palm 3.0 62 35" laurei oak 2.0 Comment: Large cavity on the east side of the trunk, poor crown density. 63 49" laurel oak 2.5 Comment: Cavity in the root flare on the north side, multi-dominant trunk with included bark, minor canopy die-back. 64 28" live oak 3.0 Comment: Restricted canopy on the west. 65 23" live oak 2.5 Comment: Restricted canopy on the north, south, east and west. 66 35" live oak 3.0 Comment: Restricted canopy on the north and west. 67 51" live oak 3.5 Comment: Multi-dominant trunk with 1' of included bark 10' up from grade on the west side. Topping cuts on the lower limbs on the west side. 68 38" live oak 2.0 Comments: Restricted canopy on the south and northeast. Severe decay on the east side. 69 38" live oak 2.0 Comment: Restricted canopy on the north and west. Multi-dominant trunk with included bark at the base.This is actually three trees attached at the base. 70 38" live oak 2.5 Comment: Restricted canopy on the north, south and east. Co-dominant trunk with 4' of included bark. This is actually two trees attached at the base. 71 34" live oak 3.0 8 Comment: Restricted canopy to the north and south. Decay in the root flare on the east side. 72 44" live oak 3.0 Comment: Restricted canopy on the east. 73 46" live oak 3.0 Comment: Restricted canopy on the south and west. Major scaffold branch decaying.Tree has a cavity in the base on the north side. NOTE:Tree#71-73,as a stand, has a condition rating of a 4.0. 74 10" cherry laurel (Prunus caroliniana) 2.5 75 32" live oak 3.0 76 10" cherry laurel 2.0 77 12" cherry (aurel 1.0 78 5" Chinaberry 2,0 79 35" live oak 3.0 Comment: Restricted canopy on the north and west. 80 27' CT Sabel Palm (Sabal palmetto) 1.0 81 37" live oak 3.0 Comment: Restricted canopy on the east and south. 82 12" camphor(Cinnamomum camphora) 2.p 83 33" live oak 3.0 Comment: Multi-dominant with 2' of included bark 5' up from grade on the scaffold branch heading off to the north, one of the leaders is a decaying stub. 84 19" long (eaf pine 3.0 85 3" cherry laurel 2.0 86 4' cherry laurel 2.0 87 34" live oak 2.5 9 Comment: Restricted canopy on the north, south and east. Co-dominant trunk with 2' of included bark. 88 48" tive oak 4.5 89 30" live oak 2.p Comment: Lightning strike on three of the scaffold branches. 90 22" live oak 2.5 Comment: Restricted canopy on the north and south. 91 13" live oak 2.0 Comment: Restricted canopy to the north, south and east. Large cavity at the base on the southeast side. 92 10' CT Queen Palm 2.5 93 Brazilian pepper(Schinus terebinthifolius) 0.0 94 19" live oak 2.0 Comment: Restricted canopy on the north and east. Cavity at the base on the east side. 95 24" live oak 1.0 96 34" live oak 3.5 Comment: Restricted canopy on the west. 97 17" live oak 2.0 Comment: Restricted canopy on the east side. Cavity at the base extending up 2' from grade on the east side. 98 5" woman's tongue (Albizia lebbeck) 2.0 99 33" live oak 4.0 100 29" live oak 2.0 Comment: Lightning strike, severe deadwood, basal wounds. 101 19" live oak 0.0 10 Comment: Not shown on survey. 102 12" woman's tongue 2.0 103 8" Schefflera (Schefflera actinophyllaJ 2.0 104 17" live oak 2.0 Comment: Restricted canopy east, south and west. 105 37" live oak 3.0 Comment:Topping cuts on the lower scaffold limbs. 106 8" Australian almond (Terminalia muelleri) 2.0 107 8" Australian almond 2.0 108 8" Australian almond 2.0 109 24" live oak 2.5 Comment: Restricted canopy on the west. 110 31" live oak 3.0 Comment: Restricted canopy on the north. 111 34" live oak 2.5 Comment: Restricted canopy south, east and west. 112 16" live oak 2.5 Comment: Leaning to the west. 113 22" laurel oak 3.0 114 14" laurel oak 2,p Comment: Restricted canopy on the east. 115 10", 10" laurel oak 2,0 Comment: Co-dominant with no included bark 2' up from grade. 116 40" live oak 3.0 11 Comment: Tree not shown on the survey. Restricted canopy on the north. 117 32" live oak 2.0 Comment: One of the major scaffold branches is dead. 118 38" live oak 3.0 Comments: Co-dominant with minor included bark. Restricted on the north, south and east. 119 39" live oak 3.5 120 15" live oak 2.0 Comment: Restricted canopy on the west.Tree is attached at the base with tree#121. 121 19" live oak 2.5 Comment: Restricted canopy on the east. Tree is attached at the base with tree#120. 122 15" live oak 1.0 123 19" live oak 2.5 Comment: Tree is attached at the base with tree#124. 124 26" live oak 2.5 Comment: Restricted canopy on the west.Tree is attached at the base with tree#123. 125 16° camphor 2.p Comment: Restricted canopy on the north. Co-dominant with included bark. 126 17" camphor 2.p Comment: Comment: Not shown on survey. Restricted canopy on the north. 127 10" elderberry (Sambucus Canadensis) 2.0 128 13" laurel oak 3.0 Comment: Co-dominant trunk with minor included bark at 6' above grade. 129 14" laurel oak 2.5 Comment: Restricted canopy to the north. 12 130 10" laurel oak 2.5 131 9" laurel oak 2.5 132 10" laurel oak 2.5 133 25" live oak 3.0 Comment: Restricted canopy on the north. Cavity at the root flare on the south side. 134 20" live oak 3.0 Comment: Restricted canopy to the north.Tree is attached at the base with tree#135. 135 20" live oak 2.5 Comment:Tree is attached at the base with tree#134.Tree leans to the west. 136 24" live oak 3.0 Comment: Restricted canopy on the north. 137 13" live oak 2.5 Comment: Restricted canopy on the south. Cavity in the base. 138 29" live oak 3.0 139 19" live oak 2,5 140 18" live oak 2.5 Comment: Restricted canopy on the east. Single leader tree growing out to the west under the canopy and 1' off the base of tree#141. 141 27" live oak 3.0 142 16",17",18" live oak 2,5 Comment: this is three trees attached at the base with 1' of included bark. 143 20" live oak 0.0 144 42" live oak 3.0 Comment: Co-dominant with 1' of included bark. A major scaffold branch is dead. Topping cuts on fower limbs towards the east. 13 145 29" live oak 3.0 Comment: A major scaffold branch is dead. 146 29" live oak 3.0 147 8" camphor 3.0 148 32" live oak 3.5 Comment: Topping cuts on the lawer limbs on the south side. 149 10" live oak 2,5 Comment: Comment: Not shown on survey. Single leader tree growing out to the south. 150 20" live oak 3.0 151 18" live oak 3.0 Comment: Restricted canopy on the north. 152 8" live oak 2.5 Comment: Tree not shown on the survey. Single leader tree growing to the southeast. 153 12" water oak (Quercus nigra) 2.5 Comment: Restricted canopy on the north and south. 154 13" water oak 3.0 Comment: Restricted canopy on the north. 155 19" laurel oak 3.0 Comment: Some scaffold branches are inctuded. 156 8" water oak 3.0 Comment: Restricted canopy on the north. Single leader tree growing off to the south. 157 5" water oak 2,5 Comment: Restricted canopy on the north. Single leader tree growing ofF to the south. 158 8" water oak 3.0 14 159 5" water oak 2.5 160 5" water oak 2.5 161 15" water oak 2,S Comment: Attached at the base with tree#160. 162 21" laurel oak 2,5 Comment: Restricted canopy on the north. Co-dominant trunk. One of the dominant leaders is dead. 163 7" water oak 2.5 164 � 8" live oak 2,5 Comment: Restricted canopy on the north. 165 4" water oak 2,0 166 5" water oak 2_5 167 4" water oak 2.5 168 5" water oak 2,5 169 4" laurel oak 2.5 170 11" laurel oak 3.0 171 13" water oak 2.5 172 6" laurel oak 2,5 173 5" laurel oak 2,5 Comment: Single leader tree growing to the south. 174 6" laurel oak 2.5 Comment: Not shown on the survey. Single leader tree growing to the south. 175 8" water oak 2.0 176 26" long leaf pine (Pinus palustris) 4.0 15 177 3", 5" water oak 2.0 Comment: Inciuded bark at the base. 178 12", 17" water oak 0.0 179 9" camphor 3.0 180 12" camphor 2.5 Comment: Co-dominant trunk with included bark 4' up from grade. 181 18" (ong leaf pine 0.0 182 35" live oak 0.0 183-191 Brazilian pepper 0.0 192 oak 0.0 Comment: Tree not show on the survey. 193 Brazilian pepper 0.0 194 8" Chinese tallow (Sapium sebiferum L. ) 0.0 195 9" live oak 0.0 196 12" live oak 0.0 197 6' CT Phoenix reclinatta 5.0 198 12" live oak 2.5 199 8" water oak 2.5 200 14" water oak 1.0 Comment: Severe basal damage. 201 4" water oak 1.0 202 7" water oak 1.0 203 7" water oak 0.0 204 8" water oak 2.5 16 205 6' CT Phoenix reclinatta 5.0 206 12" live oak 2.5 207 14" live oak 3.0 208 10" live oak 2.5 Comment: Tree is attached at the base with tree#209. 209 12" live oak 2,5 Comment: Tree is attached at the base with tree#208. 210 13" live oak 2.5 211 18" laurel oak 2,5 212 8" live oak 2,5 Comment: Entire root ffare is exposed due to creek erosion. 213 oak 0.0 214 10" live oak 1.0 215 8" live oak 1.0 216 15" live oak 2.5 217 11" live oak 2.5 218 4" water oak 2.0 Comment: Entire root flare is exposed due to creek erosion. 219 21" live oak 3.0 Comment: Co-dominant truck, no inclusion.Tree leans to the east. 220 15" live oak 2,5 Comment: Restricted canopy on the east. 221 10" live oak 2.5 Comment:Tree not shown on the survey. Restricted canopy on the east. 17 222 10" water oak 2.5 Comment: Entire root flare is exposed due to creek erosion. 223 14" live oak 3.0 Comment: Entire root flare is exposed due to creek erosion. 224 6" live oak 2.0 225 40" live oak 3.0 Comment: Tri-dominant trunk with 3' of included bark 2' above grade. 226 6" cherry(aurel 1.0 Comment: Top of tree is missing. 227 16" live oak 2.5 228 27" laurel oak 3.0 229 5" live oak 2.5 230 9" camphor 3.0 231 17" live oak 3.0 Comment: Restricted canopy on the east. 232 13" live oak 2.5 Comment: Co-dominant trunk, one of the leaders is dead. 233 6" live oak 1.0 234 7" live oak 2.0 235 14" live oak 2.5 Comment: Restricted canopy on the east. 236 8" live oak 2.5 Comment: Restricted canopy on the north, east and west. 237 6" live oak 2.0 18 Comment: Single leader tree growing to the south. 238 22" live oak 2.5 239 10" laurei oak 1.0 Comment: Severe decay at the base of the trunk. 240 25" live oak 3.0 241 19" live oak 2.5 242 17" live oak 2.5 Comment: Co-dominant trunk with no included bark. One of the leaders is dead. 243 17" live oak 2.0 Comment: Co-dominant trunk with no included bark. One of the leaders is dead. 244 20' CT Queen Palm 5.0 245 Brazilian pepper 0.0 246 26" live oak 3.0 Comment: Co-dominant trunk with no included bark. Cavity at the base on the northwest side. 247 10' CT sabel palm 5.0 248 21' CT Phoenix reclinatta 4.0 249 1' CT Queen Palm 4.0 250 28" live oak 3.0 251 22" live oak 3.0 Comment: Restricted canopy on the north. 252 1' CT Queen Palm 4.0 253 10" Chinaberry 3_0 254 6" laurel oak 2.5 255 12" water oak 3.0 19 Comment: Root fiare and roots are exposed due to creek erosion on the north, south and east. 256 257 25" live oak 3.0 Comment: Root flare and roots are exposed due to creek erosion on the north, south, east and west. 258 8" water oak 3.0 259 7" water oak 1.0 260 7" water oak 2.0 261 12" Chinaberry 2.5 262 4" black cherry (Prunus serotina) 2.5 263 28" camphor 2.5 Comment: Co-dominant with include bark 3' up from grade. 264 6" water oak 2.5 265 7" water oak 2.5 266 8" live oak 3.5 267 8" laurel oak 2.5 Comment: Co-dominant trunk with minor included bark 4' up from grade. 268 8" water oak 3.0 269 18" laurel oak 2.5 Comment: Co-dominant truck with 1' of include bark 3' up from grade. 270 29" long leaf pine 4.0 271 26" live oak 3.0 Comment: Restricted canopy on the south. 272 39" live oak 3.5 20 273 16' CT sable palm 5.0 274 30" live oak 3.5 Comment: Restricted canopy on the south. 275 31" live oak 3.0 Commet: Restricted canopy on the north. Multi-dominant trunk, 2' of included bark on the leader to the south 10' up from grade. Co-dominant scaffold branches. 276 14" live oak 3.0 Comment: Single leader tree growing to the east under the canopy of the#275. 277 46" live oak 4.5 Comments: No buttress roots on the east side. Either the roots were severed or they were restricted due to some type of structure. Co-dominant with 2' of included bark 5' up from grade on a major scaffold branch to the east. 278 36" live oak 3.0 Comments: No buttress roots on the east side. Either the roots were severed or they were restricted due to some type of structure. Poor crown density. 279 36" live oak 2,5 Comment: Restricted canopy on the south. Poor crown density with some die-back. 280 8" laurel oak 3.0 281 9" live oak 2.5 Comment: Restricted canopy on the east. 282 7" laurel oak 2.5 Comment: Restricted canopy on the south. Co-dominant truck with included bark 4' up from grade. 283 Brazilian pepper 0.0 284 6" laurel oak 3.0 Comment: Restricted canopy on the north. 21 285 4" carrotwood (Cupaniopsis anacardioides) 2.0 286 Brazilian pepper 0.0 287 17" Chinese tallow 0.0 288 33" live oak 4.0 289 15" water oak 2.5 Comment: Restricted canopy to the west. 290 14" live oak 2.5 Comment: Restricted canopy to the west. 291 8" water oak 1.0 Comment: Severe basal cavity. 292 Not Used 293 11" laurel oak 2.p Comment: Cavity 4' up from grade. 294 10" water oak 2.p 295 9" water oak 2.5 295 9" water oak 2.5 297 9" water oak 2.5 Comment: Restricted canopy on the south. 298 27" live oak 3.0 Comment: Restricted canopy on the north. Tree growing to the south under the canopy of tree #299. 299 48" live oak 2.0 Comment: Co-dominant at the base with 3' of included bark. The leader to the west is co- dominant with 1' of included bark with one of the leaders being dead. The leader to the east is half dead. 22 300 Not Used 301 9" water oak 2.5 Comment: Restricted canopy on the east. 302 23" live oak 3.0 303 21" live oak 0.0 304 19" live oak 2.5 Comment: Restricted canopy on the south. 305 9" water oak 2.5 Comment: Tree leans to the west. 306 9", 11" water oak 2.0 Comment: Tree is attached at the base with included bark. 307 8" water oak 2.5 , 308 10" water oak 2.5 Comment: Restricted canopy on the east and west. 309 9" water oak 3.0 Comment: Restricted canopy on the east. 310 7" water oak 1.0 Comment: Tree growing off to the east about 6' above the ground. 311 24" water oak 2,5 Comment: Co-dominant trunk 3' above grade with some included bark. 312 9" laurel oak Z,p Comment: Growing at the base of tree#313. 313 18" laurel oak 2.0 Comment: Co-dominant with some included bark. Growing at the base of tree#312. 23 314 6" water oak 2.0 Comment: Tree growing off to the north. 315 5" water oak 2.0 316 54" (ive oak 4.0 Comment: Co-dominant trunk with 2' of included bark. Topping cuts on the lower limbs to the south. 317 10" Chinaberry 3.0 318 13" Chinaberry 1.0 319 17" Chinaberry 2.0 320 9" Chinaberry 2.0 321 7" Chinaberry 2.5 322 7", 9" Chinaberry 2.0 Comment: Co-dominant at the base with included bark. 323 4", 7" Chinaberry 2.0 Comment: Co-dominant at the base with included bark. 324 7" Chinaberry 2.0 325 6" Chinaberry 2.5 326 7" Chinaberry 2.5 327 6" Chinaberry 2.5 328 Pine 0.0 Comment: Not shown on survey. 329 27" live oak 2.5 Comment: Restricted canopy on the northwest. 330 4" unknown 2.0 24 331 39" live oak 4.5 332 16" pine 0.0 Comment: Not shown on survey. 333 9", 11" water oak 2.p Comment: Co-dominant 2' up from grade with no inclusion. 334 Brazilian pepper 0.0 335 23" live oak 3.0 336 16" live oak 3.0 337 18" pine 0.0 Comment: Not shown on survey. 338 33" live oak 4A Comment: Restricted canopy on the south. 339 28" live oak 3.0 Comment: Co-dominant trunk with 1' of included bark 8' above grade. Topping cuts on the lower limbs. 340 17" live oak 2,5 Comment: Single leader tree growing out to the west under the canopy of tree#339. 341 38" live oak 2.5 Comment: Large cavity at the base on the northwest side. Possible lightning strike wound. 342 6" crape myrtle (Lagerstroemia indica) 4.0 343 5" crape myrtle 4.0 344 4" crape myrtle 3.0 345 7" crape myrtle 3.5 346 11" loquat (Eriobotrya japonica) 2.5 25 347 9" loquat 2.5 348 & 349 4' CT sago palm 3.0 350 4" crape myrtle 2.5 351 12" bottle brush (Callistemon citrinus) 2.0 Comment: Co-dominant trunk with 1' of included bark 4'from grade. 352 11" bottle brush 1.0 Comment: Co-dominant trunk with 1' of included bark 3'from grade. 353 8" crape myrtle 3.0 354 4' CT Canary Island date palm(Phoenix canariensis) 3.5 Comment: Fronds are chlorotic. 355 5" laurel oak 2.5 Comment: Restricted canopy on the north. 356 16" live oak 3.0 Comment: Restricted canopy on the south. 357 14" live oak 2.5 Comment: Restricted canopy to the south.Attached to tree#356 at the base. 358 5" live oak 2.p Comment: Restricted canopy on the south. 359 14" bald cypress (Taxodium distichum) 3.0 Comment: Restricted canopy on the east 360 16" bald cypress 4.0 361 13" bald cypress 3.0 Comment: Restricted canopy on the northeast. 362-379 4'-24' Chinese fan palm (Livistona chinensis) 4.0 26 NOTE:Trees 362-379 is a Chinese fan palm stand with a rating of a 4.0. 380 24' CT Queen paim 3.5 381 13' CT Queen palm 2,5 382 17' CT Queen palm 1.0 383 24' CT Queen palm 2.0 384 17' CT Queen palm 2,0 385 6",6",6",6" ligustrum (Ligustrum sp.) 3.0 386-394 4'-24' Chinese fan palm 4.0 NOTE: Trees 386-394 is a Chinese fan palm stand with a rating of a 4.0. 395 10' CT Queen palm 3.0 396 21' CT Queen palm 4.0 397 20' CT Queen palm 3.0 398 11' CT Queen palm 3.0 399 15' CT Queen palm 3.0 400 21' CT Queen palm 4,p 401 24' CT Queen palm 3.5 402 10' CT Queen palm 3.0 403 10' CT Queen palm 3.0 404 21' CT Queen paim 3.5 405 18" fern pine (Podocarpus gracilior) 4.0 406 21' CT Queen palm 3.0 407 13' Queen palm 2_5 408 27' CT Queen palm 1.0 409 24' CT Queen palm 2.0 27 410 6' CT Queen palm 2.0 411 24' CT Queen palm 4.0 412 30' CT Queen paim 4.5 413 8' CT 4ueen palm 2.5 414 27' CT Queen palm 4.0 415 20" bottle brush 2.0 Comment: Co-dominant with 1'of included bark 2'from grade. Cavity at the base. 416 17' CT Queen palm 5.0 417 20' CT Queen palm 2.0 418 24' CT Queen palm 2.5 419 10' CT Queen paim 3.0 420 15' CT Queen palm 4.0 421 6",10",13",14"Australian almond 2.0 422 51" laurel oak � ` Comment: Poor crown density, conchs, deadwood, dieback. 2.0 423 18" live oak 2.0 Comment: Attached at the base to tree#424 with 1' of included bark. 424 19" live oak 2.5 Comment: Attached at the base to tree#423 and tree#425 with 1' of included bark. 425 19" live oak 3.0 Comment: Attached at the base to tree#424 with 1' of included bark. 426 19" iive oak 2.5 Comment:Attached at the base to tree#423,#424 and tree#425 with 1' of included bark. 427 19",26" live oak 3.5 28 Comment: Co-dominant with no included bark. 428 28" water oak 2.0 Comment: Poor crown density, decay in the trunk. 429 35" live oak 3.0 Comment: Restricted canopy on the east side. Co-dominant with 3' of included bark 2' up from grade. 430 18" water oak 1.0 Comment: Six foot crack in the trunk. 431 16" long leaf pine 3.0 432 18" long leaf pine 3.0 Comment: Restricted canopy on the north side. 433 27" long leaf pine 3.0 Comment: Top of central leader is dead. 434 16" live oak 1.0 Comment: Severe decay in the base. 435 14" long leaf pine 2.5 436 16" Iong leaf pine 2,5 437 19" long leaf pine 2,5 Comment: Restricted canopy on the north. 438 22" long leaf pine 3.0 Comment: Restricted canopy on the northwest. 439 22" long leaf pine 3.5 Comment: Restricted canopy on the southeast. 440 7' CT sable palm 5.0 29 . 441 32" live oak 4A Comment: Restricted canopy on the north. 442 13" long leaf pine 2.5 Comment: Restricted canopy on the southwest. 443 16" long leaf pine 2.5 Comment: Restricted canopy on the northeast. 444 15" long leaf pine 3.0 445 16" long leaf pine 3.5 446 17" long leaf pine 3.0 Comment: Restricted canopy on the northeast. 447 28" water oak 2.5 Comment: Co-dominant trunk with no included bark. The leader running off to the northeast has a cavity at the base. 448 17" long leaf pine 2.5 449 21" laurel oak 2.5 Comment: Included bark throughout scaffold branches. 450 18" long leaf pine 3.5 451 12" water oak 3.0 452 13" long leaf pine 2.0 Comment: Wound at the base. 453 18" Iong leaf pine 3.0 Comment: Restricted canopy on the east. 454 13" long leaf pine 2.0 Comment: Restricted canopy on the west. 30 455 13" long leaf pine 2.0 Comment: Tree has a lean to the south. 456 21" long leaf pine 3.5 Comment: Restricted canopy on the east. 457 43" live oak 3.5 Comments: Severe pruning cuts on the scaffold branch that heads off to the southeast.Topping cuts on some of the lower limbs. 458 19" Iong leaf pine 3.5 459 22" live oak 3.0 Comment: Possible lightning strike scar on the south side. Tree has a slight tean to the south. 460 29" live oak 3.0 Comment: Cavity in the base on the southeast side. 461 5" water oak 2,5 462 10" Chinese tallow 0.0 463 7" laurel oak 2.5 464 5" laurel oak 3.0 465 6" laurel oak 2,5 466 11" Chinaberry 2,5 Comment: Not shown on survey. 467 9" Chinaberry 2.5 Comment: Not shown on survey. 468 8" Chinaberry 2.5 Comment: Not shown on survey. 469 5" Chinaberry 2.0 31 Comment: Not shown on survey. 470 15" Chinaberry 2.0 Comment: Co-dominant trunk with 2' of included bark 3' up from grade. Note: Whenever possible it is advised to adhere to inventory recommendations when selecting trees to be preserved. For example, trees rated 4.0 and higher should be preserved if at all possible, while trees rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them.Trees rated 3.0 and 3.5 are average trees that have good potential and warrant serious consideration for preservation but not to the extent that site plan modifications are necessary. To improve survival rate of the trees to remain, it is recommended that an arborist remain included throughout the design and construction phases of the project. Rick Albee ISA Certified Arborist,SO-0989A �� 32 , , SURFACE WATERS IMPACT REPORT Ruppel Farms,Pinellas County, City of Clearwater March 31,2013 To assist review of this report, attachments include the following: • Figure 1: Location Map • Figure 2: Quad Map • Figure 3: Project Aerial • Figure 4: Soil Map • Figure 5: County Parcel Map • 1962 Aerial • 1943 Aerial • SWFWMD Field Inspection Form • SWFWMD Project Wetland and Other Surface Water Summary Tables 1 and 2 • Site Plan/Tree Survey • Surface Water Boundary Surveys (North and South Halves) This project consist of filling and dredging 2.073 acres of upland-cut ditches and ponds for a 43 lot residential development. The site is currently a horse farm. Several fenced areas,a horse jumping area, and two large stables are on the site. Significant amounts horse manure has been discarded along the ditches on the site. A large residence and a tennis court are on the site. Several paved driveways exist on the site. The uplands on the site are dotted with mature live and laurel oaks,and pine trees. The surface water areas on the site are identified as Areas l-4,which are shown Figure 3. Dominant vegetation in the ditches and ponds are Brazilian pepper,primrose willow, elephant ear, and other undesirable species. The upstream invert elevations of ditches range from 38.0'-42.0' (north boundary)and approximately 43.0' (west boundary). All the ditches converge at a ditch at the east boundary of the site with an invert elevation of approximately 29.0', an average change in invert elevation of approximately 10'feet over an approximate linear 1000 feet. Due to the deepness,steep slopes,and excessive elevation changes in the ditches,the water flows through the site quickly and is ephemeral after rainfall events. On January 9, 2013, Mr. Cory Catts of the Southwest Florida Water Management District (S WFWMD)reviewed the surface water delineation and evaluated the upland-cut ditches and ponds. Attached is a SWFWMD Field Inspection Form and surface water delineation surveys. Based on the inspection form and conversations with SWFWMD staff, the SWFWMD has decided not to require mitigation for impacts to the surface waters on the site,since they are upland-cut and are of low value. As shown on the 1943 aerial, the only discernible surface waters or wetlands on the site in 1943 were a grove pond and a ditch that bisects the site east to west. Based on the soil map (Figure 4), no wetland soils were identified on the site. We believe that both areas appeared to had been upland-cut. Currently, the grove pond has been expanded and the ditch has been filled. Figure 3 shows both the historical and current surface water boundaries. McAlpine Environmental Consulting,Inc. 18312 Cortez Boulevard, Brooksville, FL 34601 352-585-2033 (Cell) davidmec7(a��mail.com . , : _.___ - `? Q-. 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Ruppel Farms Figure 4• Soil Ma� Cortez Boulevard, Brooksville, FL 34601 352-585-2033 (Cell) Clearwater Pinellas Coun From USDA Web Soil Survey davidmec7@gmail.com � � http://websoilsurvey.nres.usda.gov � w.. ��' �`�.-•.�...��.<�' �� '�� x 4� �!° ' , .. �. -.aiP� .;j «.�, � �s� � k . �� u ..... �f.rk •�*.... .�. ; � . � , e�; ��II�� :�'� °, � �' --�--� , �� . _ •�1�.' "� iL� � � � . ,� � iry,_ �- �'� � t . � � a t � ; � � . � . �----- .,� . . � -- ---s��' ^+ y �'- ,� ' � rj� �� r ! � Y ' � � �� _� � � �,,�� _`"� ''�� -�, ' t _' � ' e - ��t'' p� 1 �r , .. , • : . �� ;� . dT�$ �'�. � g ..I�t• � ` �� . �'A� x ,.a< -�., . � . ,. . .i ..} f.� � ' � �. � �� l�q�1 �. : _�F�f .__. «`� •. �', � 1 ' '�....;.,. � � �.; � `" ; .�,, '�'"��: , ,� - . ,, . , , � : . � ��i . � � . � .� h _ , . i � . , � � � ; � � � . � A , . . t k,. 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Cortez Boulevard.Brooksville,FL 34601 Ruppel Farms Fla ure 5� CD�lllt Parcel Man 352-585-2033(Celp Clearwater, Pinellas County b • � r davidmec7 ci gmail.com ��„�s �� .1 ��+��Yy�� . � n� +� � , � . . '� � �.t ii �.4.��t !I W -'�'�.,, �g'' � �` :.� M 1�` . , � ,.y �t � ��, �°�t ��, t ��'`� ��.;. � `�� LEGEND � A � �� "� ' Current Surface Water Boundary � � �" fl w F� � �_ � �" � �`�� ' M `, Historic Surface Waters � t � �� ,�� .��j.�� `:� :�� S+.r �iwM `�°,� � t. �3 . �� vt ��A"...dF'. �}p y� .. ��i � !N 'x� �.� �i�} E,.. � F �g��'�' _ �'. � � `�. * � � �. A � � ��, �� `�� 4� � �� 4� �� ¢ � � � �, �. ar4` #�" � M�s"YR �� Yfi��q' �� .� ' � �, ��, , � ��a, � �i� �� i� i ��+ ` �` " � �f � ��u� I l � `.»� � �� p.l� � �� . � , II, u, i �� '�� ._ �, ��F �* � «� ,�', � �" � �� ` �€ � w y� ., a.�:° ��•� � „.: ;. �'� � ,�� ,�.�� R.ie�s.. ...ey . . +�+�rbw �s • .♦ y. r��re "� . -,�eR �.. * ? �r�i�s�� s e.., .. a.rM�H��sl� .ap. ,"� b . � ay %! #• � {� ,�,�. ' , � ti. aNts�s♦� •.w+ w�•....,.raaAe�ya i•�Mn. �r�"�'"�k i � `. � . . . ' ��. wt+liYS�•....�r• rs��ira.�+,*.♦ ...k• ♦ :� ...�.a ..Yp� . rY y.l. �. � .:' :. , � , �,:.. •a11\�i� « M-s.w��1�t s!� .. � � w:�,y�„ . x sE�Mrif w'� • �ir awv�.#sYMMM♦ ♦�. r. ewi�+�^�.�. •x.a�,+:+ " •.: y�, s .e x s+4 � �2 "'�ti�e�.:.+�±,�° . N 'M �il�� .:� � ;„" S� = w � ��, �+,� « . � ....�, > n � � � q.wea .i � � � .. � '�" ' , _�� . �. w ms� a.a •iw •� w + -• . ,q �n i�sdlkl R .+Y.,.�-f ��'�s.. ..y � , �,. � �� a tlp�# �IYr 14�,YliR�� *��• �♦ k ,1 '. � �� V t ir4tlk« •# �i+M4 is• � x �L . • ♦i � .i �s•��! i . . .tc!44�IF♦ �� {' ��t b�� ,+b� �vl.� 111M.N�iRNMr��.a �t ♦.'k�'// � f� d` * y �. �. � �s , :.•.#p ♦.,q.b , s y�� .. yr...q . 9 �: .,i 1 t's . INS� . � Apparent Upland-Cut llitch �.;,,ti � � �'# +i�_ .ua..N.+�M�b+�..., �r .«.., �,� . �k �#�4i n R��r*'I►��:�F+A i**R•�1YNkt s .4♦ �k�1►,s4t�a►�.t i�waN�!M'S Y , .. . ♦1t � ��«i+ew+��+rrt.w�w�wt.4�,p*t! � � W4sr s�..w •sfaii#t�� . A� W '!� � \a�+�..��.e.a.,..♦l�RW�i11M'M�N� ; � ��,. � �s�IPNkxa�a+e x,�FNi�a�'�MM'N• . �♦ tewi��+osr.,.x ♦�s�l��e+Irl4 ?�� ik +s s...M*s.�xs��w4+M�! � �t�. � •ea +�.araa..w��.11��!! �� r r,: � .� �s#�k rw•...!M,��lii�� - �� : i W4� nsU*R�#.�*� � "�¢�„ + .�•o-�r+lti!!4 �c�a x w.+��i/!Y K♦ � . . . �•��s�FK.«s�.�+►"MRRat.i`!�4 � p.. . �••• �n,3..�t1qN�latra'4l�R4Mk� '� F . Apparent Upland-Cut Gro��e Pond w�� k �k ��, � �.� +�..a+.aw.�.s�►.4.r�:l�N ��' ,i . � $ x . � � �a��lNt��e�i+M��tilIM�� " �� a� . . ,,., ��+ � 4 ♦ ♦�► 1.a�s�RVri^1Kr1 � � ��r��# � + , •�N«ww+��a�+►•��.*�• ' 3 �*3" .. . . . . .. �a •�►�l+rwi�i�� . . . *: " ..� ::�. .. .. . _ .� � ....�$.'� -a 4, � �- , � � � ,�++a+�w. ��.,,�„ � . . . , �.. _.. �. � � � - �� .:.. � � �_� ��, �� '°°`��,.�.n�f1k+l�� , �y °g- �� N ! g � �� ,i ,.. . . .�.s� "� �,'4,� '�'- . U � . � ..� �+i9il4r� =qw.� y,h * �r 5 � 1 �� , , �! �� ;*+� �►. `"-s �- � t t +�",`.,�' „� . �� "�� } �� + �` ��e . *_ '� ^ �` ��1z ;� �"'��' a�`3. '�" , s. �: k �1c.41pine Emironmental Consulting,Inc Corlez Boulevard,Brooksville.FL,34601 Ruppel Farms 1943 Aerial 352-585-2033(Cell) �'�QQrWateT P• davidmec7@gmail.com , anellas County , , �. � - a , F � � , �. � . � � � �� " � � � � � �� ,� �r>'� LEGEND ` � �. "' ` � ° �� ' Approx.Wetland Line . ° `� . � � a� � (Surface Water Boundary) � � :,,.. � � � � � � . n - { w: ..i.�r.. �_ �' '� . . ..,� ,.. � .. �� ,..� � �� r . ..... . .� ��. �.� � aWr �` ar� . . ,^� s e � �� ,%��.�,; �, ..�. � �. � � �� , .. � �. �� .« � ,n �,. �r � � � i4, �,ti �� !� � �� , � � �k,a��` .,:aM�,o-o- �.'� . E�� ' , . 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'��' � �:�. � ,�� ,�� a �;�,:. , � ��:� �� z� � �. � �� ,. � ��.::.. � � . �� h �� ,:.:�..� �.*� � �� . �� x : : �� ;� � � ��- .:.� � �� =� .. ,_ � _ ..��.�..� �. , � � � .x- � �� .� �� #�'> �: " ��, � �,��'�� ►� :x .�� _ �«� �,:.,� ,; t. � � , ,� , ��. ��-w��►��'� +�� . .: •: ��, -"'� +� , ;� `� � ...�' � .�7l-. ��aW�44..a�k � _'!� . i��M�� F��.�k� � � �'� � � :a '; ., . , "s._ ,.. .:� . , � �.�s,=mq _ w ; McAlpine Environmental(unsultin�,Inc Ruppel j.�'Qj•ms Cortez Boulevard,Brooksvillc HL 3d601 �(�� AQrla� 352-585-2033(Cell) 7 da�;d,ne�,��,na;,�o,,, Clearwater, Pinellas County SOUTHEST FLOR[DiA WATERMANAGEMENT DISTRICT RE90URCE REGULATION , ,�,m,, ENVIROIWIENTAL S1TE II�LSPECT�ON FORM � � �''��+c.-�e*'K App ID/ Perrrit File No: County: Pinellas Date of Inspection: 1/9/2013 Ruppel Farms Property Project Name: Cory Catts, SWFWMD David McAlpine, McAlpine Environmental On Site Inspection By (list all attendees): Co nsulting, Inc. A: Project Description: Site visit to review wetland/surface water lines and confirm surface waters are upland cut. The project is in a pre-application stage. A subdivision is planned fo r the property. B: General Historical information: (Waterbody, Degree of Development, General History) The property is currently used as a horse stable for riding and boarding. In the past it was used for citrus grove. There are several upland cut ditches and upland cut ponds on the property. C: Project Site Location: 3030 Union St. Clearwater, FI, Pinellas County. Wateri�ody: (include Class I, II, III, OFW, AP) State Owned Sovereign �bmerged Lands: r Yes � No �' Title Determination Pending RPA Designation- include for Aquatic Preserve: (see CH 18-20, F.A.C.) Comments: include wildlife observations, conversation with permittee/agent if applicable, site specific corrments (degree of erosion, nuisance vegetation, condition of shoreline or wetland area, etc.) It was determined all surface waters on site are upland cut. The upland cut ponds on site have minimal vegetation on banks. Upland cut ditches have continuous waterflow. Portions ofthe ditches are primarily devoid of vegetation with other portions vegetated by a mix of native and exotic vegetation. Large amounts of manure onsite drain directly to the upland cut ditches. D: )urisdictional Determination(F.A.C. Rule 62-340) Wetland ID - (Ex: Wetland C2, Mixed Forested Wetland, FLUCCS 630) Upland cut ditches and upland cut ponds Seasonal High/ Normal Pool/ Regulatory Ordinary High Set (describe the locations and indicators used to set the elevation and include photos below) Water stains on seawall in upland cut surface water can be used to set indicators. Boundary Test(s)Applied: (Check all that apply) � "OBL plants- A Test" (62-340.300(2)(a), F.A.C.) ❑ 'fACW+OBL plants + hydrologic indicators- B Test" (62-340.300(2)(b), F.A.C.) 0 '�ery wet soils- C Test" (62-340.300(2))(c), F.A.C.) � ''soils+hydrology- D Test" (62-340.300(2)(d), F.A.C.) ❑ "altered sites" (62-340.300(3), F.A.C.) � ''surFace waters" (62-340.600, F.A.C.) Vegetation Plant Species Stratum Percent Cover Hydrologic Indicators Soils Include approxirrete location and number of soil plugs and a description of soils with lOYRcolorand/orhydric indicators used per62-340.200(9) Soils or�site are Adamsville sand and Myakka and Urban soil complex. General Comments (if any) Surface waters on the property were determined to be upland cut. Wetland/surface water lines were confirmed. - Photographs .c� � �, .r �_� , . . '�i� �� i � .� w�{. �' ' •i � "�, •�r *'� '�{` ,�:'� y, "_, � , :r�� , � � . .. Y ,� �,��- :� �,�: � ��,. 4 � „. S.-�r �,a�.' 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Application No. None Assi�ned to Date Project Name: Runnel Farms County: Pinellas Land Use: Residential TABLE 1: PROJECT WETLAND AND OTHER SURFACE WATER SUMMARY WL& SW WL& SW WL & SW WL& SW TEMPORARY PERMANENT MITIGATION I.D. TYPE SIZE IM ACTED WL& SW IMPACTS MPAC S AREA ID W1. & IMPACTS IMPACT W1, & �W IMPACT IMPACT SW TYPE SIZE(Ac.) TYPE TYPE SIZE(Ac.) TYPE Area 1 UCP 0.200 0.0 0.0 0.0 UCP 0.200 F None Area 2 UCP 0.804 0.0 0.0 0.0 UCP 0.804 F None Area 3 UCD 0.969 0.0 0.0 0.0 UCD 0.969 F/D None Area 4 UCD 0.100 0.0 0.0 0.0 UCD 0.100 F None PROJECT 2,073 0 2.073 TOTALS: Note: WL=Wetland,SW=Other,UCP=Upland-Cut Pond,UCD=Upland-Cut-Ditch,Surface Water ID Identification number,letter,etc. Wetland Type: from an established wetland classification system Impact type: D=dredge;F=fill;E=Enhancement,H=change hydrology; S=shading,C=clearing;0=other Multiple entries per cell not allowed,except in the"Mitigation ID"column. If more than one impact is proposed in a given area,indicate the final impact. Application No. _None Assigned to Date Project Name: Runnel Farms County: Pinellas Land Use: Residential TABLE 2: PROJECT MITIGATION SUMMARY* MITIGATION CREATION RESTORATION ENHANCEMENT WETLAND UPLAND OTl-�R AREA ID PRESERVE PRESERVE TARGET TARGET TARGET TARGET AC T�E AREA ,I,l,PE AREA ,I,�E AREA TYPE AREA TYPE AREA TYPE PROJECT � TOTALS Comment: Target Type=target or existing habitat type from an established wetland classification system or land use classification for non-wetland mitigation NOTE: Multiple entries per cell not allowed. * The 0.34 acre wetland is isolated. 0.12 acres of the wetland is onsite and is to be permanently impacted with a DRA. Since the wetland is isolated, less than 0.5 acres, and no listed species were noted, we believe the impacts are exempt from mitigation. ' ' 1 ' Stormwater M anagement Report � For ' Majestic Oaks � , Prepared For: Deeb Family Homes ' 9400 River Crossing Boulevard, Suite 102 New Port Richey, Florida 34655 ' Prepared By: ' Regency Design and Engineering, Inc. 9400 River Crossing Boulevard, Suite 104 ' New Port Richey, Florida 34655 , Phone: (727) 375-1155, Ext 4 ' � ,�. .... ,,, �„ �.,y. ' ea` � 0 `:�1�1��8✓,y`r�s May, 2013 �� .••• ••. t�.�,,,�" . �;��; •. '�r , �° �y�� ;��,��• �- �'�� .��= � � ° d� �'• ,. � �, 4�° �� •: z� ;t, , .• . �, � . � :° w •'��= #�`' . �N. ' p. � �'°� � . . �� ° �. � a�� . •M � ��' f�� 4�_, , � ' Majestic Oaks Stormwater Management Report Table of Contents ' 1 REPORT NARRATIVE ' PROJECT OVERVIEW EXISTING CONDITIONS ' WATER QUANTITY ATTENUATION WATER QUALITY TREATMENT ' HISTORIC BASIN STORAGE AND 100 YEAR FLOODPLAIN 2 PRE-DEVELOPMENT ANALYSIS ' PRE-DEVELOPMENT BASIN INFORMATION SHEETS DATA TAKEN FROM SAFETY HARBOR WATERSHED STUDY ,� PRE-DEVELOPMENT ICPR INPUT DATA PRE-DEVELOPMENT ICPR 25 YR AND 100 YR STORM EVENTS ITYDROGRAPH ' INPUT-OUTPUT SUMMARIES, INDIVIDUAL BASINS PRE-DEVELOPMENT ICPR 25 YR AND 100 YR STORM EVENTS ROUTING , SUMMARIES 3 POST-DEVELOPMENT ANALYSIS � POST-DEVELOPMENT BASIN INFORMATION SHEETS POST-DEVELOPMENT ICPR INPUT DATA ' POST-DEVELOPMENT ICPR 25 YR AND 100 YR STORM EVENTS ITYDROGRAPH INPUT-OUTPUT SUMMARIES, INDIVIDUAL BASINS POST-DEVELOPMENT ICPR 25 YR AND 100 YR STORM EVENTS ROUTING ' SUMMARIES WATER QUALITY CALCU�ATIONS ' HISTORIC BASIN STORAGE CALCULATIONS 4 APPENDIX ' 1" = 2000' U.S.G.S. QUADRANGLE MAP SITE SOILS EXHIBIT SITE AERIAL PHOTOGRAPH EXHIBIT ' LOCATION MAP PRE-DEVELOPMENT SCHEMATIC DIAGRAM PRE-DEVELOPMENT DRAINAGE MAP POST-DEVELOPMENT SCHEMATIC DIAGRAM ' POST-DEVELOPMENT DRAINAGE MAP ENGINEERING WORKSHEETS � May 2013 ' � � Majestic Oaks Stormwater Management Report , REPORT NARRATIVE ' PROJECT OVERVIEW The Majestic Oaks project is a residential subdivision with stormwater management ' facilities and associated outfall control structures. This project is located near the intersection of Union Street and McMullen Booth Road in Clearwater, Pinellas County. The project is located in section 33, Township 28 South, Range 16 East. The site is ' bounded on three sides by residential developments. The Elysium subdivision is to the west, the Crest borders on the north, and Meadow Brook Place is to the east. ' The purpose of this report and accompanying data is: 1) To present stormwater management calculations which show that the proposed � project will function in concert with the remaining natural portions of the project area to allow offsite flows not to exceed the predevelopment conditions. 2) To maintain historic site storage and 100-year flood storage characteristics of the site to equal or exceed predevelopment available volumes. ' EXISTING CONDITIONS � The project site condition is that of ongoing agrarian enterprise, a horse farm. The predevelopment stormwater drainage conditions of the project site and surroundings ' were developed using ICPR modeling software. Elevations used in this report are based on the NAVD88 vertical datum. Some of the project data taken from record files for offsite information was based on NGVD29 ' vertical datum. This was converted to NAVD88 for standardization. The site discharges to the Mullet Creek system. Flow across the site is generally from ' west to east, with the northern three quarters draining through a series of ditches. The south quarter of the site runs off to the residential area to the east, where it eventually drains to inlets connected to the street stormwater system. Offsite inflows occur on the , north and west sides of the project. The Elysium project's series of stormwater detention ponds ultimately discharge to the Ruppel farm property. Boundary conditions for Mullet Creek were taken from a study of the Safety Harbor Watershed by TBE Group � performed in 2005. Data for node NH1020 was used to establish boundary conditions for the 25 and 100 year 24-hour storms. The project property is part of an open basin system. Storm events simulated were the � 25 year and 100 year frequencies, 24 hour duration. Existing offsite flows were established by the 25 year storm. The 100 year storm was used to determine baseline flood elevations. IWATER QUANTITY ATTENUATION � The project will involve the construction of streets and home sites along with associated stormwater management ponds and control structures. Two detention ponds are ' May 2013 � - t Majestic Oaks Stormwater Management Report ' proposed, at the north and south ends of the project site. Some of the existing � conveyance ditches on site will be filled and replaced by pipes in the post-developed condition. The two existing surface waters will also be filled. Times of concentration for developed basins are assumed to be 15 minutes, therefore no calculation sheet is ' included for them. Curve number calculations for basins that remain unchanged from the predevelopment condition are not repeated in the postdevelopment data section of this report. ' Ponds and control structures are designed to maintain postdevelopment flows at predevelopment levels to Mullet Creek (MCBNDY) and the residential area to the east (BNDYSE). A summary of pre and postdevelopment offsite flows is below. ' Receivinq Node Predevelopment Postdevelopment 25-vear/24-hour 25-vear/24-hour � Flow cfs Flow cfs MCBNDY 224.04 223.67 � BNDYSE 14.39 0.00 � WATER QUALITY TREATMENT Water quality treatment for the project will be achieved through the technique of wet ' detention with permanent pool. Wet detention involves treatment of the first 1 inch of runoff from the project site, plus residence volume in the permanent pool method. Treatment discharge requirements are met by orifice bleed down devices. Permanent � pool and discharge minimum requirements are shown in spreadsheet calculations. ICPR input and output is also included to demonstrate 24 hour discharge standards are met. r , FLOODPLAIN AND HISTORIC BASIN STORAGE The pro�ect site is found on FEMA FIRM panels 12103C0089G and 12103C0127G and lies within Zone X —Area outside of 500 year floodplain. , Existing floodplain elevations have been established by the predevelopment modeling of the 100-year/24-hour storm event. Postdevelopment model results of the same � storm simulations are also included to demonstrate no adverse impact to offsite areas. Two onsite surface waters will be impacted by filling. The loss in historic basin storage volume will be compensated for by created volume in stormwater ponds. An analysis of , these volumes is included. ' ' May 2013 � , Majestic Oaks Stormwater Management Report ' � ' , ' � PRE-DEVELOPMENT ANALYSIS � � � � � � , � ' 1 ' May 2013 � , Majestic Oaks Stormwater Management Report , � ' ' ' � PRE-DEVELOPMENT BASIN INFORMATION SHEETS , ' ' � , , � ' � � ' May 2013 , , ' Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 7,2012 Location: Basin CRESTI Checked: Date: � Circle one: Pre-Dev Post-Dev :�:�D±t#:�:�:�:�:�:Soil�Name��:�: : :::t�j!dr.olsigic:::::: : �:�Eo.ver•Des�riptip!t::::::�:�C]V� �:�b'ea:�:�:�Fr.oduet:::: -:-�:�.F�:�:�:�:� �' '�'�'�'�'� :::;:.: ,.,�,a..: ��c'veiP�'�:'F'a�'�'�t:�'�d�:':�:-:- � c e ' ::;C. � :::t?iFlelias�:�:�:�:�:�:�:�:�:�:�:� �� :..(n. .YP.e�te_rmen�an . . .�a_. s}.�. . Nxa e . �:;Cdyn.ty':-:-:�:�:�:�:�:�:�:�:�:� �' :�:M'alralbgi�:gbni%itioiiJ:;:;:�:jaki.: :: �:�Soll:�:-:-:-:�:�:-:-:-:-:�:�: :: :;:y.y: :� �::SiIlVei')�:�:�:�:�:�:�:�:�:�:�:�: : , 17 MYAKKA B/D Resid. 1/3 acre 86 1.74 149.6 , 17 MYAKKA B/D Water 100 0.20 20.0 � � , ' � 1.94 169.6 CN(weighted)=total product/total area 87 � Refe�enCes: Urban Hyd��olo�ry ji�i�Sinall Water.clrecl.e Technical Release 55, Soil Conservation � Service,June 1986 ' ' ' ' RuppelCNpre CRESTI 4/26/2013 3:38 PM � , ' Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 7,2013 Location: Basin CREST2 Checked: Date: ' Circle one: Pre-Dev Post-Dev . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - � • - - • - • - • - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - • - - - . . . . . . . - - � - - - - - • - - . . . - - � � . . . . . . . . . . . . . . . . . . . . . . . . :�:�ait#:�:�:�:�:�:Soil:Name:�:�: : :::Hy.dr.olpgic:-.-.- - •:�Eover•Desc�iptipn::::::�'�CJV� �:%xi'e�:�:�:�Arod'uet:�:� �:-9!+�+�.I?:-:-:-:- -� '�'4f'-'-'- �.�'Fl�)�� c �ver�: :.:F:a:_: :��d.:-.-:-:. ��eie�' �:�C �:�F�a-:- , :::rp►.e.has::::::::::::::::::::::: :� :..(n...type,te.tmerit;an . . .�a_. s}:�. . Nxae . ::C:ouq.ry':::::::::::::::::::::::: : :::iryilrolbgi�g:�bnditi.onJ:::::: Ta6.: : �:�So(1�:�:�:�:�:�:�:�:�:�:-:-:�: :� � -2-2- -' �:�Si�rvB�)�:�:�:�:�:�:�:�:�:�:�:�: : ' 16 MATLACHA C Resid. 1/3 acre 81 1.06 85.9 1 17 MYAKKA 8/D Resid 1/3 acre 86 2 00 172 0 17 MYAKKA 8/D Water 100 0.20 20.0 , � ' , � 3.26 277.9 CN(weighted)=total product/total area 85 , References: Urfian Hydroingy f�r Smull Wulershed.c Technical Release 55, Soil Conservation Service,June 1986 � ' , ' ' RuppelCNpre CREST2 4/26/2013 3:38 PM ' , ' Runoff Curve Number � Project: Majestic Oaks By: RND Date: June 27,2011 Location: Basin CREST3 Checked: Date: 1 Circle one: Pre-Dev Post-Dev . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :�:Srii!#.�:�: :�:�:Sdi1�IVatr►e�:�:� �� :�:1tj!drologis:::::; :: �:�Cbver•p�scr•ip'tioc►;:;:;:;:�:G(U: :�Qiea�:•:�Fr.dd'u�et:�: :�::9r.qup:�:�:�:-: :-':�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: :�:�:�:�: :�'�:Qf.:�:�: , .':fPinellaS:': �' :::rcbV.er.t�Ype;YrAatitYerft,:add.�:�:�:-:: :(aCrES�;.::�NI X:BrAa:: �:Gouniy::: � :�:hydralogi�co»di�lon):�:�:�:ta�x.: : :-:�o7t-:-:- �' :�:�2�2� �' �:-Sii►ve"-:-: :� � . .Y). . 1 16 MATLACHA C Resid. 1/3 acre 81 0.50 40.5 17 MYAKKA 8/D Water 100 0.20 20.0 , 17 MYAKKA 8/D Resid. 1/3 acre 86 0.37 31.8 � � � , 1.07 92.3 , CN(weighted)=total producUtotal area 86 References: Urban Hvdrologv for SmnU Watersheds Technical Release 55, Soil Conservation ' Service,June 1986 ' , ' , RuppelCNpre CREST3 4/26/2013 3:38 PM ' ' � Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 1,2013 Location: Basin OFFNRTH Checked: Date: 1 Circle one: Pre-Dev Post-Dev . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :�:SaiF.#:�:�:�:�:�:Soil:Name:�:�: : :::Ny.dr.olp�ic:-.-.- - •:�Eover•Descr'ip�iprt::::::�:�ClV� �:i4'rea:�:�:�Fr.oduct:::: -:-�.FS:�:-:�:� �' '�'��'�'� �.�'M�1�'� ��'ver�: :::F:a:.: :_:tl:;:;.;.;. :�'are�' :;:C' ';'F'a:;: , :;:rq.e.�ax::::::::::::::::::::::: :� :::(cn...type.te.Unrrit;an . . .�a.. s}:�. . Nxa e . �:;C_dunty:::::::::::::::::::::::: :' ;::liyalrol'ogi�:gbnaiiti,ori):;:::::7'ati.; ;: �:�So(1�:-:�:�:�:�:�:�:-:�:�:�:�: :� �:�2-2� -' ��SirrvSi')::�:�:�:::�:�:�:�:�:�:�: : t Paved streets&roads,curb& 17 MYAKKA B/D storm sewers(excl.row) 98 3.9 382.2 1 17 MYAKKA B/D Water 100 0 9 90 0 2 ADAMSVILLE C Resid. 1/8 acre or less 90 6.0 540.0 ' 29 TAVARES A Resid. 1/8 acre or less 77 0.9 69.3 17 MYAKKA 8/D Resid. 1/8 acre or less 92 30.2 2778.4 ' 17 MYAKKA B/D Woods,Good condition 77 1,0 77.0 26 POMELLO C Woods,Good condition 70 0.9 63.0 � � ' 43.8 3999.9 CN(weighted)=total product/total area 91 � R2f2r'2nCBS: Urban Hydrology fiu Smal1 Walershed.s� Technical Release 55, Soil Conservation ' Service,June 1986 , ' ' � RuppelCNpre OFFN 4/26/2013 3:38 PM � _ _ ' � Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin OFFWESTI Checked: Date: ' Circle one: Pre-Dev Post-Dev :�:�ait#:�:�:�:�:�:Soil:Nahle:�:�: : �:�N�!dr.olp;qic:::::: : �:�Eovei Desci�p�ip!i::::�:� �ClV� �::�tr'e�:�:�:�A[oduCt:::� :::91rau.l�:::::::: ::':::::::::::::::::::::::::::::: :�:�: :;:;::::::::::::vf.;:;:;: � ::rP1Fle1h��:�:�:�:�:�:�:�:�:�:�:� � :::(cDV.er.tXpe;t�eatinertt;anal:�: : : :�a¢tes}:::�:CNX�afea:�: ::C6qn(y:::::::::::::::::::::::: : ::hyilialbgiF:cbni%itioirJ:;:;:: Tati.- - �:�Sol1�:�:�:�:�:-:�:�:-:-:-:-:-: :� - -2-2� �' �:�Sur'�e�1�:�:�:�:�:�:�:�:�:�:�:�: : � ' 17 MYAKKA B/D Water 100 0.2 20.0 29 TAVARES A Woods, Good condition 30 2.2 66.0 17 MYAKKA 8/D Woods, Good condition 77 2.4 184.8 � i 1 1 ' 4.8 270.8 � CN(weighted)=total producUtotal area 56 References: Urban Hydruluy,y jur Smal!Warcrsherlc Technical Release 55, Soil Conservation ' Service,June 1986 ' � ' ' RuppelCNpre OFFWESTI 4/26/2013 3:38 PM � , � Runoff Curve Number � Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin OFFWEST2 Checked: Date: ' Circle one: Pre-Dev Post-Dev . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :�:�DiF#:�:�:�:�:�:Soi/:Narne:�:�: : :::Nj!dr.olp;qie::-::: : •:�Eoyei:De�ci�ptitir!::::::�'�CH� �:%aiea:�:�:�Fr.oduC't:::: :::�rou�J):::::::: ::::::::::::::.:.:.:.:.:.:�:�:�:� -'-�- -:-:-:�:�:�:�:�:�-:�:�:� � :::rPineiras::::�:�:�:�:�:�:�:�:�:� �� :::(cpver.tKpe;tfearment:and:�: :� : :�aQi.ea}:::�:CIVx�eFea:�: ::C:dqntY:-:�:�:�:�:�:-:�:�:-:-:- - :�:hl'nlrvl'ogi��:�bnilitioii):::::: 7'a6.- - �:�Soll:�:-:�:�:�:-:-:-:�:�:-:-: :- � -2-2- -" ':::Si�'vBi�)�:�:�:�:�:�:�:�:�:�:�:�: :� ' 1 26 POMELLO C Woods,Good condition 70 1 8 126 0 Paved parking lots,roofs, 26 POMELLO C driveways,etc. (excl.row) 98 0.2 19.6 17 MYAKKA 8/D Water 100 0.6 60.0 , Woods-grass combination, Good 29 TAVARES A condition 32 7.0 224.0 17 MYAKKA B/D Woods, Good condition 77 9.0 693.0 ' � � ' 18.6 1122.6 , CN(weighted)=total product/total area 60 Refe�enCes: Urban Hydrulogyjor Smal1 Waler.chedr Technical Release 55, Soil Conservation , Service,June 1986 , ' r � RuppelCNpre OFFWEST2 4/26/2013 3:38 PM � � ' Runoff Curve N m r u be ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin OFFWEST3 Checked: Date: , Circle one: Pre-Dev Post-Dev :�:�aii.#:�:�:�:�:�:Soil:Naine:�:�: : �::N�!dr.olp�ie:::::: : �:��oyer Desc�'+p�ron:::::'� �CN� �:;4�e�:�:�:�Fr.odu�t�:�: -:��+'W.FS:�:�:�:� �:�:�:�:�:�:�:�:-:�:.:.:::::::::: :�:�: ::-:-:-:-:-:-:-:�:�:�:� , ::;�1'ine)ha��:�:�:�:�'�:�:��:�:�:� �� :::(crover,t}tpe;tfeaUn�i[f,•�'rtd:�: :� : :�aQiesj:::�:CN x�eFea:�: ::Cpyn(y:=: ::hyrirol'ogii�:cbpiiifioirJ:::;:� 7'a6.: : -:-Sofl-:-:�:�:�:�:�:�:�:-:-:-:-: :� �.-2-2� -� �:�S'urvsi�)�:�:�:�:�:�:�:�:�:�:�:�: : ' ' 17 MYAKKA B/D Woods, Good condition 77 20.0 1540.0 Paved parking lots,roofs, 29 TAVARES A driveways,etc.(excl.row) 98 0.5 49.0 Woods-grass combination, Good 29 TAVARES A condition 32 19.4 620.8 , 26 POMELLO C Woods, Good condition 70 1.6 112.0 13 IMMOKALEE B/D Woods,Good condition 77 0.7 53.9 ' , ' ' 42.2 2375.7 � CN(weighted)=total producbtotal area 56 RBf6�ences: Urban Hydrolu�,ry f��Snaall Wa�ershec%e Technical Release 55, Soil Conservation � Service,June 1986 � 1 � ' RuppelCNpre OFFWEST3 4/26/2013 3:38 PM � � � Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin PARK Checked: Date: � Circle one: Pre-Dev Post-Dev . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � - - - . . . . . . . - - • - • - - - � - - . . . . . - - - - - . . :�:�DiF.#:�:�:�:�:�:Soil:Na�7e:�:�: : :::tfi!dr.olpgie::::-: : �:��over•Descrip�i�irt::::::� �e]V� �:A'i'ea:�:�:�Ar.od'uet:::: :::�ro�u!?:::::::: :: ::�qf.�:�:�: ��'��r'� '.'f��: :�YPiFlellas�:�:�:�:�:�:�:�:�:�:�:� � :�:(cp.e.type;tfeatinPrtt;�rtd:�: : :.a¢r.es}:�:�:CNxaea.�: ' � � . :;Cdv,nhi::: ::hyilrol'ogii�:�bn't%jti�r):;:;:; 7'ali.: : �:�Soll�:�:�:�:�:�:�:�:�:�:�:�:�: :- �'-2-2- -' ��SirrvBi�1�:�:�:�:�:�:�:�:�:�:�:�: : , � 28 SEFFNER C Water 100 1.0 100.0 29 TAVARES A Woods, Good condition 30 6.7 201.0 17 MYAKKA 8/D Woods, Good condition 77 13.4 1031.8 ' ' � � ' 21.1 1332.8 CN(weighted)=total product/total area 63 � ReferenCes: Urhun Hydrology fi�r Smu!l Wuter.checdc Technical Release 55, Soil Conservation � Service,June 1986 � ' � ' RuppelCNpre PARK 4/26l2013 3:38 PM , � � Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin SE Checked: Date: , Circle one: Pre-Dev Post-Dev . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - - - . . . . . . . . . . . . . . . . - - • - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :�:�aiF.#:�:�:�:�:�:Soil:Naine:�:�: : �::N�!dr.olpgic:::::: : �:�Eovei Desr✓'ipPinn::_:_:�:�CH� �:%tre�:�:�:�Ar.od'ue't:�:� �:-�:ou.F>:�:-:�:- -:�:�:�:-:-:�:�:�:�:�:�:�:�:�:�:�'�'�'� -:�:-:-:�:�:�:-:�:-:-:� ' �:�j'PiFle)has�:�:�:�:�:�:�:�:�:�:�:� �� :::(c»v.er.'type;tfeatin�,it;and:�:�:�:�: :�ac'sr.eaj:::�:CiJx�afea:�: �::C;buntY:�:�:�:�:�:�:�:�:�:�:�:� �' :�:hydrolbgi�:�bnaiitioiiJ:::::::7'ati.; :: �:�Sol1�:-:-:�:-:�:�:-:�:-:�:�:�: :- -:-2-2- :: �:�Si�v�)�:�:�:�:�:�:�:�:�:�:�:�: : � � 17 MYAKKA 8/D Woods, Good condition 77 1.9 146.3 Open space,Fair condition(grass 17 MYAKKA 8/D cover 50-75%) 84 3.3 277.2 , , � ' , 5.2 423.5 , CN(weighted)=total product/total area 81 ReferenCes: (h�bun HVdrology fur Smu7/Wa�er.eltecls Technical Release 55, Soil Conservation ' Service,June 1986 ' � , ' RuppelCNpre SE 4/26/2013 3:38 PM ' � ' Runoff Curve Number � Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W1 Checked: Date: ' Circle one: Pre-Dev Post-Dev :�:SDiF.#:�:�:�:�:�:Soil:Name:�-'- - �:�tFy.dr.olpgic�::::: : :::Eover•Des�i�ptivn::::::�'�CT!� �:A'ie�:�:�'�Fr.oduet:�:� :�:fl:�:;: :::�{Id:::::::: :' -:;'v,f.;:�:�: :�rP► elas::::::::::::::::::::::: : �:cpv.er.��e�tFeaUneitfand:�:�:�::. :�'aie�' ��C � f�a�� . (. . . h�P. , , . .�a.. s}:�. . Nxa e . �::CpqntY:::::::':':':�:�:�:-:-:� �' :�:hYalrol'ogi�y:FonditioieJ::::-::Teti.; :`. -:-Soll-:-:�:�:�:�:-:-:�:-:-:�:�: :� �:�2-2- -" �:�Sirr'�ei')::::�:�:::�:�:�:�:�:�:�: : � � 17 MYAKKA 8/D Water 100 0.23 23.0 Paved parking lots,roofs, 17 MYAKKA B/D driveways,etc.(excl.row) 98 0.03 2.9 Woods-grass combination, Good 17 MYAKKA 8/D condition 79 0.44 34.8 , ' ' ' , 0.7 60.7 , CN(weighted)=total product/total area 87 RBfe�ences: Urbun Hydro/ogy fr�r Smull Wu[er.shedr Technical Release 55, Soil Conservation � Service,June 1986 ' � r ' RuppelCNpre W1 4/26/2013 3:38 PM � i ' Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W2 Checked: Date: , Circle one: Pre-Dev Post-Dev :�:�viF.#:�:�:�:�:�:Sop:Name:�:�: :• :::tf�!dr.olpgic:�'�'� �' �'�Eb.ver Desr,�'�ptron::::::�'�CN� �:�tre�'�'�'�Fr.oduFt:�:� :�:fl:�::: :::9trau!?:::::::: :: ::;'v,f;:;:�: ' .:�rpi elac�:�:�:�:�:�:�:�:�:�:�:� � :�:cpv.ei��'e:tfeatin�rrtf,•anal:�:•:�:�: :�aQies�:�:�:CIVx�efea;�: '�'�'-'� - - •....... .: . . . . . . . . . . . . . . . . . .�:�:�:�:�:�:�:�:�:�:� �: . ( . . ?XP . . . - - • - - � - - f . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - - - . . . . . . . . . . . . . •::C:oyntY:�:::�':':':':':'-'-'-': -' :::hYrlrol'ogi�:qonditionf-_:_::'Tati._ ;: �:�Sol/�:�:�:�:-:�:-:-:�:�:-:-:-: :� �'-2-2� �' �'�S�Sir)�:�:�:�:�:�:�:�:�:�:�:�: : ' � 17 MYAKKA 8/D Water 100 0.84 84.0 Paved parking lots,roofs, 17 MYAKKA B/D driveways,etc.(excl.row) 98 0.05 4.9 17 MYAKKA B/D Woods, Good condition 77 1.00 77.0 , � � � , 1.9 165.9 , CN(weighted)=total product/total area 88 ReferenCes: (/rban Hydrology Ji�r Smal!Waler.ehed.c Technical Release 55, Soil Conservation � Service,June 1986 ' � � , RuppelCNpre W2 4/26/2013 3:38 PM � � ' Runoff Curve Number , Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W3A Checked: Date: ' Circle one: Pre-Dev Post-Dev :�:SDiF#:�:�:�:�:�:So�I:Nairle:�:�: : �'�Ky.dr.olpgic:::::: : ::�Eover•Desr,�'�ptro+i�:::::�'�C�(� �'iVrea:�:�:�J?r.od'uC't:�'� :�:Fl:�::: �:��.d:�:�:-:- -" -:-of.::;:;: :�rP� e ha�::::::::::::::::::::::: : ::c;�v.er.��e�tfeatmerct�a+id:�:':�:�: :�aar.es�:�:�:CN ir�a�ea:�: � -: . • � '�'�'-'- - - �..._... .:. : . . . . . . . . . . . . . . . . . .::::::::::::::::::::: :::. (. . . ?�w. , . . . . � . . . . . f . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •::CBynhi:.:::::::::::::::::::::. .' :::hyalral'ogi�:gbniiiti¢n):::::: Tati.: :: -:-Sol1�:�:�:�:�:�:�:-:�:-:-:�:-: :- �:-2-2� �' �:�Sui�e'i')�:�:�:�:�:�:�:�:�:�:�:�: : � , 2 ADAMSVILLE C Woods, Good condition 70 0.30 21.0 Paved parking lots,roofs, 17 MYAKKA 8/D driveways,etc.(excl.row) 98 0.40 39.2 17 MYAKKA 8/D Water 100 0.16 16.0 � Woods-grass combination, Fair 17 MYAKKA 8/D condition 82 3.70 303.4 ' ' � � 4.6 379.6 � CN(weighted)=total producbtotal area 83 ReferenCes: Urbun Hydroluyy��r SmaU Waler.ehede Technical Release 55, Soil Conservation ' Service,June 1986 � r r , RuppelCNpre W3A 4/26/2013 3:38 PM � , ' Runoff Curve Number � Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W38 Checked: Date: ' Circle one: Pre-Dev Post-Dev . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � - - - . . . . . . . . . . . . . . . . . . . . - - - � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � :�:SpiF.#:�:�:�:�:�:SoU:Naine:�:�: :� :::(�Fy:dr.olpyic:::::: :: �:�EbYei Desc�iptitirt::::::�.�CH� �:1tr`e�:�:�:�1?r.oduCt:�:� �:-�1?:::::::: :� �::4f.;:�:�: :::fl:�::: :::V:r::: �:�li'� eras�:�:�:�:�:�:�:�:�:�:�:� �� (cn.e. e;tFeatmer[t;and:�:�:�:�: :.aisces':�:��CNx�a�ea:�: ' •:�:•:•.•.•.•:�:•:•: := .•.•.•.•.•.•.•.•.•.•. .- - - . . tYP. . . . . . . . . . . . . � . . I . . . . . . . . �::C:dy�ty:�:�:�:�:�:�:�:�:�:�:�:- - :::hyrlrol'ogii�:�6niiitionJ::::::.j'a6.: : �:�Sotl�:�:-:�:�:-:-:-:�:�:�:-:-: :- -:�2-2- -' �:�SII!'VSi')�:�:�:�:�:�:�:�:�:�:�:�: : , Newly graded areas(pervious ' 17 MYAKKA B/D areas only,no veg.) 94 0.3 28.2 17 MYAKKA 8/D Woods, Good condition 77 0.6 46.2 2 ADAMSVILLE C Woods, Good condition 70 0.3 21.0 , 17 MYAKKA 8/D Water 100 0.26 26.0 Open space,Fair condition(grass 17 MYAKKA 8/D cover 50-75%) 84 3.44 289.0 ' ' ' i4.9 410.4 ' CN(weighted)=total product/total area 84 ReferenCes: Urfian Hydroloyylor Small Watershed.r Technical Release 55, Soil Conservation � Service,June 1986 ' ' � ' RuppelCNpre W3B 4/26I2013 3:38 PM ' ' ' Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W3C Checked: Date: ' Circle one: Pre-Dev Post-Dev :�:�Dit#:�:�:�:�:�:Soil:Naine��:�' : :::t�j!dr.olpgis��'�': :� �:�Eovei•Desci�ptron::::::� �ClV� �:ar'e�:�:�:�Arod'u�t�:�: .•.Fl.;.:. �:��.Ff:�:�:�:� �' -:-of.:-:-:- :��P1 elaS.:�:�:�:�:�:�:�:�:�:�:� �� :�:cpv.er..��B�tfCatmPi[f�rld:�: :� :.a¢r.eS.:�:�:CMX�dFBa:�: ' . . : ::: •:-:-:- - •.•:•:•-'- -' . .•.•.•.•:•:•.•.•.•.•. .: . � . . �YP , - - - . , . . . � � � . . } . ::C:6qnXy:::::::::::::::::::::::: : ::hydial'ogi�:coniiitioieJ:::::: Tafi.� : �:�Soll.:.:.:.:.:.:.:�:�:�:�:�:�: :- -:�2-2� �' ��SifrvBi�)�:�:�:�:�:�:�:�:�:�:�:�: : , 17 MYAKKA 8/D Water 100 0.46 46.0 � Woods-grass combination,Fair 17 MYAKKA B/D condition 82 0.64 52.5 t , ' , ' 1.1 98.5 , CN(weighted)=total product/total area 90 ReferenCes: Urhan Hydrulogy fi�r Sinall Wutera�laede Technical Release 55, Soil Conservation � Service,June 1986 ' ' � � RuppelCNpre W3C 4/26/2013 3:38 PM � ' ' Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W3D Checked: Date: ' Circle one: Pre-Dev Post-Dev :�:5ait#:�:�:�:�:�:Soi1:Na'rrle:�:�: : :::Ki!dr.olpyi's:::::: : �:�Eoyei•Desc�'iptivn:-:-:-':�C�l� �:�e�:�:�:-:pr,oduCt:::: -:-�i!F.FS:�:�:�:� �:�:�:�:�:-:-:�:�:-:-:�:-:�:�:�:�'�'�'� �:�:�:�:�:�:�:�:�-:-:�:� ' ::ri'ii�e)h�s�:�:�:�:�:�:�:�:�:�:�:� � :�:(cpv.er.fypert�eaUnL�tt;artd:�:�:�:�: :�ais[esj:::�:CNx�afea:�: ::CdqnXy:::::::::::::::.:::::::: . ::hl'�Iral'ogi�:cbnaliti,on):::::�:7'ali.: : �:�So(/�:�:�:�:�:�:�:-:-:-:-:�:�: :� -:�2-2- -' �:�Si�r've�1�:�:�:�:�:�:�:�:�:�:�:�: : ' Newly graded areas(pervious ' 17 MYAKKA B/D areas only,no veg.) 94 0.7 65.8 17 MYAKKA B/D Woods, Good condition 77 0.4 30.8 17 MYAKKA 8/D Water 100 0.1 10.0 ' Open space,Fair condition(grass 17 MYAKKA 8/D cover 50-75%) 84 0.6 50.4 ' ' t ' 1.8 157.0 , CN(weighted)=total producUtotal area 87 R2fB�ences Urbun Hydruln�ry ji�i•Small Walershecl.c Technical Release 55, Soil Conservation , Service,June 1986 , � ' ' RuppelCNpre W3D 4/26/2013 3:38 PM ' ' ' Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W3E Checked: Date: ' Circle one: Pre-Dev Post-Dev :�:Sv±t#:�'�'�:�:�:Soil:Name:�:�: : �::K�!dr.olp�ic::-:-: : �:�Eo.ver•Des�riptDi�t::::::�:�CH� �:A'ie�:�:�:�Fr.vduC't:�:� �:-9i:d!{I?::;:;:;: :- �-��:-:-:� ...r.,' :::C .:.�.a-:. ::�Pii�e)Fa�::::�:�:�:�:�:�;�:�:�:� � :�:(cnv.er.tyPert�eaGnert,and:�:�:�:�: : ae.es}:�. . Nxa e . , .r. . � - �::CpuqtY:::::::.:.:.:�:-:�:�:�:- -' :::hyi.d�ol'ogiC:4bnil%tiQiiJ:::::: Tati.; ;: �:�So[1-:�:�:�:�:�:�:-:-:-:-:�:�: :� ;,;Z_y: :: ��S+�rv€S')�:�:�:�:�:�:�:�:�:�:�:�: : ' 17 MYAKKA 8/D Water 100 0.1 10.0 1 17 MYAKKA 8/D Woods,Good condition 77 0 6 46 2 Newly graded areas(pervious 17 MYAKKA 8/D areas only,no veg.) 94 0.1 9.4 ' ' ' , ' 0.8 65.6 CN(weighted)=total producUtotal area 82 � R2f@r2nC@S: Urban HydrnlogyJi�r Smal1 Wuter.cheds Technical Release 55, Soil Conservation ' Service,June 1986 ' ' ' ' RuppelCNpre W3E 4I26/2013 3:38 PM � ' ' Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W4 Checked: Date: ' Circle one: Pre-Dev Post-Dev '�:Saif#:�:�'�:�:�:Soil�Name��: : �::Ky.dr.olpgie::':': �' �:�EoYel:Desc�'�p�ivn�:�:�:� �ClV� �:A'i'e�:�:�:�Ar.od'uC't:�:� -:�9U'�.F�:�:�:�:� �' '�'�:�:�:� '�'a:;:,.;.;. :�'¢ie�:: ;::C. '.'f'a:;: ' •:�YPiFleila��:�:�:�:�:�:�:�:�:�:�:� � :�:(c;ov.er.type;tfeaUn�v[t;an . . .�a.. s}.:. . Nxa e . �::CdynXy:::-:�:::�:�:�:::�:�:-:- - :�:hyilrol'ogi�;goniiiti.on)::::-:�Tati.- - -:-So(1�:�:�:�:�:�:-:-:-:-:�:�:�: :� �:�2-2� �' ��Si�rve�)�:�:�:�:�:�:�:�:�:�:�:�: : ' 17 MYAKKA B/D Water 100 0.07 7.0 ' Paved parking lots,roofs, 17 MYAKKA 8/D driveways,etc.(excl.row) 98 0.04 3.9 17 MYAKKA B/D Woods, Good condition 77 0.29 22.3 ' ' ' ' ' 0.4 33.3 CN(weighted)=total producUtotal area 83 � RBfe�enCes: Urhan Hydrnlogy f�r Small Waler.eleed.c Technical Release 55, Soil Conservation � Service,June 1986 , 1 ' ' RuppelCNpre W4 4/26/2013 3:38 PM ' , ' Time of Concenfration(TcJ or Trave/Time(TtJ ' Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin OFFWESTI Checked: Date: ' Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea , NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include map,schematic,or descnption of flow segments. Sheet flow (Applicable to Tc only) ' Segment ID Up elev 91 1. Surface desc�iption(Table 3-1) Grass/D Dwn elev 88.5 2. Mannings roughness coeff,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 300 4. Two-yr 24-hr rainfall, P2 in 4.40 ' 5. Land slope,s fUft 0.0083 - 6. Compute Tt hr 0.693 + 0.693 Shallow concentrated flow ' Segment ID Up elev 88.5 7. Surface description(Paved or Unpaved) Unpaved Dwn elev 58 8. Flowlength,L it 1,500 9. Watercourse slope,s ft/ft 0.0203 , 10.Average velocity, V(Figure 3-1) ft/s 2.301 - 11. Tt=L/3600V Compute Tt hr 0.181 + 0.181 Channel Flow Segment ID ' 12.Pipe flow length,PL ft 13. Tt=PU9000 ft/hr hr 14.Channel flow length, CL ft 15. Tt=CU9000 it/hr hr 1 16 Tt Sub-Total(13 +15) hr 0 000 + 0.000 = 0 000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11, and 19) � hr 0.874 ' min 52 Reference: Urban Hvdroloav for Small Watersheds Technical Release 55, Soil Conservation Service ' U.S.Department of Agnculture,June 1986 File Name:Tcp�e.xls 1 1 1 1 1 1 _ _ ' ' Time of Concentration(TcJ or Travel Time(TtJ ' Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin OFFWEST2 Checked: Date: ' Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea ' NOTES: Space for as many as two segments per flow type can be used for each worksheet.Include map, schematic, or descnption of flow segments. Sheet flow (Applicable to Tc only) ' Segment ID Up elev 91 1. Surface description(Table 3-1) Grass/D Dwn elev 90 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 300 4. Two-y�24-hrrainfall, P2 in 4.40 ' 5. Land slope, s ft/ft 0.0033 - 6. Compute Tt hr 1.000 + 1.000 Shal/ow concentrated flow , Segment ID Up elev 90 7. Surface description(Paved or Unpaved) Unpaved Dwn elev 53 8. Flow length, L R 1,520 9. Watercourse slope,s ft/ft 0.0243 10.Average velocity, V(Figure 3-1) ft/s 2.517 ' 11. Tt=U3600V Compute Tt hr 0.168 + = 0.168 Channel Flow Segment ID ' 12.Pipe flow length,PL ft 13. Tt=PU9000 it/hr hr 14.Channel flow length, CL ft 15. Tt=CL/9000 ff/hr hr ' 16. Tt Sub-Total(13. +15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11, and 19) � hr 1.168 , min 70 Reference: Urban Hvdroloqv for Small Watersheds Technical Release 55, Soil Conservation Service 1 U.S.Department of Agriculture,June 1986 F��Na�:r�we.,is ' , � ' ' ' . , ' Time of Concentration(TcJ or Travel Time(Tt) ' Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin OFFWEST3 Checked: Date: , Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through su6area ' NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include map, schematic,or description of flow segments. Sheet flow (Applicable to Tc only) ' Segment ID Up elev 91 1. Surface description(Table 3-1) Grass/D Dwn elev 90 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length, L(total L<300 ft.) ft 300 ' 4. Two-yr 24-hr rainfall,P2 in 4.40 - 5. Land slope,s ff/ft 0.0033 6. Compute Tt hr 1.000 + 1.000 Shallow concentrated flow � Segment ID Up elev 90 7. Surface description(Paved or Unpaved) Unpaved Dwn elev 50 8. Flowlength,L ft 1,900 9. Watercourse slope,s ff/ft 0.0211 ' 10.Average velocity, V(Figure 3-1) ft/s 2.341 _ 11. Tt=U3600V Compute Tt hr 0.225 + 0.225 Channel Flow Segment ID , 12.Pipe flow length,PL ft 13. Tt=PU9000 ft/hr hr 14.Channel flow length, CL ft 15. Tt=CL/9000 ff/hr hr ' 16. Tt Sub-Total(13. +15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11, and 19) � hr 1.226 ' min 74 Reference: Urban Hvdrolopv for Small Watersheds Technical Release 55, Soil Conservation Service , U.S.Department of Agriculture,June 1986 F��Neme:roa�e..is ' ' ' , ' ' ' ' Time of Concentration(TcJ or Travel Time(Tt) ' Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin PARK Checked: Date: , Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea ' NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include map, schematic,or description of flow segments. Sheet flow (Applicable to Tc onlyJ ' Segment ID Up elev 90.5 1. Surface description(Table 3-1) Grass/D Dwn elev 89.1 2. Mannings roughness coeff,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 300 ' 4. Two-yr 24-hr rainfall, P2 in 4.40 - 5. Land slope,s ft/ft 0.0047 6. Compute Tt hr 0.874 + 0.874 Shallow concentrated flow ' Segment ID Up elev 89.1 7. Surface description(Paved or Unpaved) Unpaved Dwn elev 59 8. Flow length,L ft 1,305 9. Watercourse slope,s ft/ft 0.0231 , 10.Average velocity, V(Figure 3-1) ft/s 2.450 _ 11. Tt=U3600V Compute Tt hr 0.148 + 0.148 Channel Flow Segment ID � 12.Pipe flow length,PL (t 13. Tt=PU9000 ft/hr hr 14.Channel flow length, CL (t 15. Tt=CL/9000 ft/hr hr � 16. Tt Sub-Total(13. +15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11, and 19) � hr 1.022 ' min 61 Reference: Urban Hvdrolopv for Small Watersheds Technical Release 55, Soil Conservation Service ' U.S_Department of Agriculture,June 1986 Fik Name:Tcpre.xls ' , , ' ' ' ' ' Time of Concentration(Tc)or Travel Time(TtJ ' Project : Maiestic Oaks By: Date: Fe6ruary 5,2013 Location: Basin SE Checked: Date: , Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea ' NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include map, schematic,or description of flow segments. Sheet flow (Applicable to Tc only) ' Segment ID Up elev 51 1. Surface description(Table 3-1) Grass/D Dwn elev 43.5 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 300 ' 4. Two-yr 24-hr rainfall, P2 in 4.40 - 5. Land slope,s ft/ft 0.0250 6. Compute Tt hr 0.447 + 0.447 Shallow concentrated flow , Segment ID Up elev 43.5 7. Surface description(Paved or Unpaved) Unpaved Dwn elev 34.9 8. Flow length,L ft 411 9. Watercourse slope,s ft/ft 0.0209 , 10.Average velocity, V(Figure 3-1) ft/s 2.334 - 11. Tt=U3600V Compute Tt hr 0.049 + 0.049 Channel F/ow Segment ID � 12.Pipe flow length,PL ft 13. Tt=PL/9000 ft/hr hr 14. Channel flow length, CL ft 15. Tt=CU9000 ft/hr hr ' 16. Tt Sub-Total(13. +15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11, and 19) � hr 0.496 � min 30 Reference: Urban Hvdrolopv for Small Watersheds Technical Release 55, Soil Conservation Service � U.S.Department of Agnculture,June 1986 Fk Name:Tcpie xls � 1 ' ' ' ' ' , Time of Concentration(Tc)or Travel Time(TtJ ' Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin Wl Checked: Date: , Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea , NOTES: Space for as many as two segments per flow type can be used for each worksheet.Include map, schematic,or description of flow segments. Sheet flow (Applicable to Tc only) , Segment ID Up elev 44 1. Surface description(Table 3-1) Grass/D Dwn elev 41 2. Mannings roughness coeff,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 117 ' 4. Two-yr 24-hr rainfall, P2 in 4.40 _ 5. Land slope, s ft/k 0.0256 6. Compute Tt hr 0.208 + 0.208 Shallow concentrated flow ' Segment/D Up elev 41 7. Surface description(Paved or Unpaved) Dwn elev 0 8. Flow length,L ft 9. Watercourse slope,s it/ft ' 10.Average velocity, V(Figure 3-1) ft/s - 11. Tt=U3600V Compute Tt hr + 0.000 Channel Flow Segment/D , 12.Pipe flow length,PL ft 13. Tt=PL/9000 ft/hr hr 14.Channel flow length,CL ft 15. Tt=CL/9000 fUhr hr ' 16. Tt Sub-Total(13.+15.) hr 0.000 + 0.000 = 0.000 17. Watershed or su6area Tc or Tt(add Tt in steps 6,11,and 19) � hr 0.208 ' min 12 Reference: Urban Hvdroloqv for Small Watersheds (Use 15 minutes minimum) Technical Release 55, Soil Conservation Service , U.S.Department of Agriculture,June 1986 File Name:Tcpre.xls ' ' ' r � � � ' Time of Concentration(TcJ or Travel Time(Tt) , Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin W2 Checked: Date: , Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea ' NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include map.schematic,or description of flow segments. Sheet flow (Applicable to Tc only) ' Segment ID Up elev 53.5 1. Surface description(Table 3-1) Grass/D Dwn elev 46.4 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length, L(total L<300 ft.) ft 142 ' 4. Two-yr 24-hr rainfall,P2 in 4.40 - 5. Land slope,s ft/ft 0.0500 6. Compute Tt hr 0.186 + 0.186 Shallow concentrated flow ' Segment ID Up elev 46.4 7. Surface description(Paved or Unpaved) Dwn elev 0 8. Flow length,L ft 9. Watercourse slope,s ft/ft ' 10.Average velocity, V(Figure 3-1) ft/s - 11. Tt=U3600V Compute Tt hr + 0.000 Channel Flow Segment ID ' 12.Pipe flow length,PL ft 13. Tt=PL/9000 ft/hr hr 14.Channel flow length,CL ft 15. Tt=CU9000 ft/hr hr ' 16. Tt Sub-Total(13.+15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11,and 19) � hr 0.186 ' min 11 Reference: Urban Hvdroloqv for Sma/l Watersheds (Use 15 minutes minimum) Technical Release 55, Soil Conservation Service ' U.S.Department of Agriculture,June 1986 File Name:Rpre.xls ' ' ' � � ' i i � Time of Concentration(Tc)or Travel Time(Tt) Project . Maiestic Oaks By. Date. February 5, 2013 Location: Basin W3A Checked: Date: � Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea ' NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include map, schematic,or description of flow segments. Sheet flow (Applicable to Tc only) , Segment ID Up elev 53 1. Surface description(Table 3-1) Grass/D Dwn elev 42 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 300 4. Two-yr 24-hr rainfall,P2 in 4.40 ' S. Land slope,s ft/ft 0.0367 - 6. Compute Tt hr 0.383 + 0.383 Shallow concentrated flow ' Segment ID Up elev 42 7. Surface description(Paved or Unpaved) Unpaved Dwn elev 32 8. Flow length,L ft 398 9. Watercourse slope,s ft/ft 0.0251 , 10.Average velocity, V(Figure 3-1) ft/s 2.558 - 11. Tt=U3600V Compute Tt hr 0.043 + 0.043 Channe/Flow Segment ID � 12.Pipe flow length,PL ft 13. Tt=PL/9000 ft/hr hr 14.Channel flow length, CL ft 15. Tt=CL/9000 it/hr hr ' 16. Tt Sub-Total(13.+15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11,and 19) hr 0.427 ' min 26 Reference: Urban Hvdrolopv for Small Watersheds Technical Release 55, Soil Conservation Service 1 U S Department of Agriculture,June 1986 Fik Neme:Tcpre.xls ' 1 ' � ' ' � ' Time of Concentration(Tc)or Travel Time(Tt) ' Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin W3B Checked: Date: ' Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea ' NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include map,schematic,or description of flow segments. Sheet flow (Applicab/e to Tc only) ' Segment ID Up elev 53 1. Surface description(Table 3-1) Grass/D Dwn elev 42.2 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 300 ' 4. Two-yr 24-hr rainfall,P2 in 4.40 - 5. Land slope, s ff/ft 0.0360 6. Compute Tt hr 0.386 + 0.386 Shallow concentrated flow ' Segment ID Up elev 42.2 7. Surface description(Paved or Unpaved) Unpaved Dwn elev 34 8. Flow length,L ft 309 9. Watercourse slope,s ft/R 0.0265 ' 10.Average velocity, V(Figure 3-1) ft/s 2.628 _ 11. Tt=U3600V Compute Tt hr 0.033 + 0.033 Channel Flow Segment ID � 12.Pipe flow length,PL ft 13. Tt=PU9000 ft/hr hr 14.Channel flow length,CL ft 15. Tt=CL/9000 ft/hr hr ' 16. Tt Sub-Total(13. +15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11,and 19) � hr 0.419 � min 25 Reference: Urban Hvdrolopv for Small Watersheds Technical Release 55, Soil Conservation Service 1 U.S.Department of Agriculture,June 1986 Fik Neme:Tcpre.xls ' ' ' � ' ' , i Time of Concentration(Tc)or Travel Time(Tt) � Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin W3C Checked: Date: � Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea � NOTES: Space for as many as two segments per flow type can be used for each worksheet.Include map,schematic,or description of flow segments. Sheet flow (Applica6le to Tc only) � Segment ID Up elev 34.5 1. Surface descnption(Table 3-1) Grass/D Dwn elev 29.5 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 40 4. Two-yr 24-hr rainfall,P2 in 4.40 , 5. Land slope,s ft/ft 0.1250 - 6. Compute Tt hr 0.047 + 0.047 Shallow concentrated flow , Segment ID Up elev 29.5 7. Surface description(Paved or Unpaved) Dwn elev 0 8. Flow length,L ft 9. Watercourse slope,s ft/ft , 10.Average velocity, V(Figure 3-1) ft/s - 11. Tt=L/3600V Compute Tt hr + 0.000 Channel Flow Segment ID � 12.Pipe flow length,PL ft 13. Tt=PL/9000 ft/hr hr 14.Channel flow length, CL ft 15. Tt=CL/9000 ft/hr hr ' 16. Tt Sub-Total(13.+15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11,and 19) hr 0.047 � min�3 Reference: Urban HvdroloqvforSmall Watersheds (Use 15 minutes minimum) Technical Release 55, Soil Conservation Service , U.S.Department ofAgriculture,June 1986 F��Name:r�p.e.,i: � , ' ' ' , ' ' Time of Concentration(TcJ or Travel Time(Tt) � Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin W3D Checked: Date: � Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea , NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include map,schematic, or description of flow segments. Sheet flow (Applicable to Tc on/y) � Segment ID Up elev 49 1. Surface descnption(Table 3-1) Grass/D Dwn elev 43 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 300 4. Two-yr 24-hr rainfall,P2 in 4.40 � 5. Land slope, s ff/ft 0.0200 _ 6. Compute Tt hr 0.488 + 0_488 Shallow concentrated f/ow , Segment ID Up elev 43 7. Surface description(Paved or Unpaved) Unpaved Dwn elev 41 8. Flow length, L ft 55 9. Watercourse slope,s ff/ft 0.0364 � 10.Average velocity, V(Figure 3-1) it/s 3.077 _ 11. Tt=U3600V Compute Tt hr 0.005 + 0.005 Channel Flow Segment ID ' 12.Pipe flow length,PL ft 13. Tt=PU9000 fUhr hr 14.Channel flow length, CL ft 15. Tt=CL/9000 ft/hr hr ' 16. Tt Sub-Total(13. +15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11,and 19) hr 0.493 � min 30 Reference: Urban Hvdroloqv for Small Watersheds Technical Release 55, Soil Conservation Service ' U.S.Department ofAgriculture,June 1986 Fik Name:Tcpre xls , � , ' ' ' ' ' ' Time of Concentration(Tc)or Trave/Time(Tt) Project : Maiestic Oaks By: Date: February 5,2013 Location: Basin W3E Checked: Date: ' Circ/e One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea ' NOTES: Space for as many as two segments per flow type can be used for each worksheet.Include map, schematic,or description of flow segments. Sheet flow (Applicab/e to Tc only) , Segment ID Up elev 45.4 1. Surface description(Table 3-1) G�ass/D Dwn elev 39.5 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 43 ' 4. Two-yr 24-hr rainfall, P2 in 4.40 - 5. Land slope,s ft/ft 0.1372 6. Compute Tt hr 0.048 + 0.048 Shallow concentrated flow � Segment/D Up elev 39.5 7. Surface description(Paved or Unpaved) Dwn elev 32.2 8. Flow length,L ft 9. Watercourse slope,s ft/ft ' 10.Average velocity, V(Figure 3-1) ft/s - 11. Tt=U3600V Compute Tt hr + 0.000 Channel Flow Segment/D � 12.Pipe flow length,PL ft 13. Tt=PU9000 ft/hr hr 14. Channel flow length, CL ft 15. Tt=CU9000 ft/hr hr ' 16. Tt Sub-Total(13. +15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11, and 19) � hr 0.048 ' min�3 Reference: Urban Hvdroloqv for Small Watersheds (Use 15 minutes minimum) Technical Release 55, Soil Conservation Service ' U.S.Department of Agriculture,June 1986 File Name:Tcprexls ' ' 1 ' ' ' ' ' ' Time of Concentration(Tc)or Travel Time(Tt) Project : Maiestic Oaks By: Date: February 5, 2013 Location: Basin W4 Checked: Date: ' Circle One: Pre-Dev Post-Dev Circle One: Tc Tt through subarea ' NOTES: Space for as many as two segments per flow type can be used for each worksheet.Include map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) ' Segment ID Up elev 49.5 1. Surface description(Ta61e 3-1) Grass/D Dwn elev 44 2. Mannings roughness coeff.,n(Table 3-1) 0.240 3. Flow length,L(total L<300 ft.) ft 89 , 4. Two-yr 24-hr rainfall, P2 in 4.40 - 5. Land slope, s ft/ft 0.0618 6. Compute Tt hr 0.118 + 0.118 Shallow concentrated flow � Segment ID Up elev 44 7. Surface description(Paved or Unpaved) Dwn elev 30.4 8. Flow length,L ft 9. Watercourse slope,s ft/ft � 10.Average velocity, V(Figure 3-1) ft/s - 11. Tt=U3600V Compute Tt hr + 0.000 Channel F/ow Segment ID ' 12.Pipe flow length,PL ft 13. Tt=PL/9000 ft/hr hr 14.Channel flow length, CL ft 15. Tt=CL/9000 fUhr hr � 16. Tt Su6-Total(13.+15.) hr 0.000 + 0.000 = 0.000 17. Watershed or subarea Tc or Tt(add Tt in steps 6,11,and 19) � hr 0.118 � min O7 Reference: Urban Hvdrolopv for Small Watersheds (Use 15 minutes minimum) Technical Release 55, Soil Conservation Service ' U.S.Department of Agriculture,June 1986 F��Name:rcwe..is ' ' , , , , ' Majestic Oaks Stormwater Management Report ' � ' ' ' DATA TAKEN FROM SAFETY HARBOR WATERSHED STUDY � � , ' ' � ' , , � � � May 2013 ' _ .�_ ..._ ,� , . d- °� , � _ • �� r q� .,�. � �� ; .r� .�• '. �� , �� vS� �, at� 'r '�k�, i�ilU �. ��F °7N 4 '�r+;*M � . . � ;r� . � � } y� ♦{�~ � � 4 r::: „ �_,,J �-5�'+�"n. y. .� "�.i � � . ... a 1 . .k _ �.. l "B�� 3 �� I � .sS r ry � � r � >� '�/ •• � . ' �� - �t -..._ . �� g.�::�. . . .. � �� . 'd at".�,� �� s �� `� '��, " . ' - •y . � ' R� �i'. -.1 J�� I; �3 . . +i :. 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Type: SCS Onit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 75.00 , Area(ac): 5.790 Time Shift(hrs): 0.00 Curve Number: 57.00 Max Allowable Q(cfs): 999999.000 DCIA(':�.): 0.00 ________________________________"'__'______________________________________________________________ � Name: ELYSM30 Node: ELYSM30 � Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrogzaph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 � Area(ac): 21.870 Time Shift(hrs): 0.00 Curve Number: 59.00 Max Allowable Q(cfs): 999999.000 DCIA�-�.): 0.00 , Name: ELYSM90 Node: ELYSM90 StatuS: OnSite Group: BASE Type: SCS Onit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 ' Area(ac): 19.550 Time Shift(hrs): 0.00 Curve Number: 62.00 Max Allowable Q(cfs): 999999.000 DCIA('"�): 0.00 ___'_ ' Narne: OFFNRTH Node: OFFNRTH Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Facto r. 256.0 Rainfall File: Flmod Storm Durationlhrs): 29.00 Rainfall Amount(in): 0.000 Time of Conclmin): 15.00 , Area(ac): 93.800 Time Shift(hrs): O.UO Interconnected Channel and Pond Routing Model QCPR) 02002 Streamline Technologies,Inc. Page 1 of 19 � 1 Majestic Oaks , Pie-Development. _... ___.. ...... _..... . . . . . ... _ .... .. . . ... . 9/26/2013,2:55:16 PM Curve Number: 91.00 Max Allowable Q(cfs): 999995.000 �� DCIA1 ): 0.00 ' __________'_'___________________ ___'_ _______ Name: OFFWESTI Node: OFFWESTI Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Facto r. 256.0 ' Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 0.000 Time of Conc(min): 52.00 Area(ac): 9.800 Time Shift(hrs): 0.00 Curve Number: 56.00 Max Allowable Q(cfs): 999999.000 DCIA("�.): 0.00 , ________________________________________'__________________________________' Name: OFFWEST2 Node: OFFWEST2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 , Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 70.00 Area(ac): 18.600 Time Shift(hrs): 0.00 Curve Number: 60.00 Max Allowable Q(cfs): 999999.000 DCIA(��): 0.00 M ________________________________________________________________________________ Name: OFFWEST3 Node: OFFWEST3 Status: Onsite Group: BASE Type: SCS Unit Hydroqraph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 , Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 79.00 Area(ac): 92.200 Time Shift(hrs): 0.00 Curve Numbe n 56.00 Max Allowable Q(cfs): 999999.000 DCIA("�.): 0.00 , ______________________""'____________________________________________""__' Name: PARK Node: PARKWET Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 � Rainfall Amount(in): 0.000 Time of Conc(min): 61.00 Area(ac): 21.100 Time Shift(hrs): 0.00 Curve Number: 63.00 Max Allowable Q(cfs): 999999.000 DCIA(':J: 0.00 1 _'___""""__'______________________________________________________________""____ Name: RENOKB Node: RENOKB Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 ' Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 12.700 Time Shift(hrs): 0.00 Curve Number: 86.00 Max Allowable Q(cfs): 999999.000 DCIA(��): 0.00 , ___________________________________________________ ________________________"_"_'_"_______________ Name: SE Node: BNDYSE Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Facto r. 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 � Rainfall Amount(in): 0.000 Time of Conc(min): 30.00 Area(ac): 5.200 Time Shift(hrs): 0.00 Curve Number: 81.00 Max Allowable Q(cfs): 999999.000 DCIAI`��): 0.00 , ' _"__'__"'__'_____'__ '____'____'__'_____' '_'__'_ Name: W1 Node: W1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydzegraph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 ' Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 0.700 Time Shift(hrs): 0.00 Curve Number: 87.00 Max Allowable Q(cfs): 999999.000 DCIA("�): 0.00 ' ______'_"'_"'_"_____"__"""'_"'_"_"_'_"""'_"'_'___'_______'_"'__"____________________ Name: W2 Node: W2 Status: Onsite Group: BASE Type: SCS Unit Hydrogzaph CN Unit Hydrograph: Uh256 Peakinq Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 � Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Interconnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technologies,Inc. Page 2 of 19 r ' Majestic Oak.s , Pre-Development _ . _._.. ..._.... _.... . . . . _.. . ... . . . . .... 9/26/2013,2:55:16 PM ._._ _._.._____. _-- -____.. _.-.... Area(ac): 1.900 Time Shift(hrs): 0.00 Curve Number: 88.00 Max Allowable Q(cfs): 999999.000 DCIA(�'�.): 0.00 ' _' Name: W3A Node: W3A1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN ' Unit Hydrograph: Uh256 Peaking Fac[o r. 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 26.00 Area(ac): 9.600 Time Shift(hrs): 0.00 Curve Number: 83.00 Max Allowable Q(cfs): 999999.000 DCIA(�c.): 0.00 � � ________________________________________________________'_'_________________________________"______ Name: W3B Node: W3B Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN 1 Unit Hydrogcaph: Uh256 Peakinq Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 25.00 Area(ac): 9.900 Time Shift(hrs): 0.00 Curve Number: 89.00 Max Allowable Q(cfs): 999999.000 DCIA('i): 0.00 , __"__________________________' __' _"_______ Name: W3C Node: W3C Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN ' Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 1.100 Time Shift(hrs): 0.00 Curve Number: 90.00 Max Allowable Q(cfs): 999999.000 DCIA(��.): 0.00 , _______________________""'___________________________________ _ Narne: W3D Node: W3D Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN � Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrsl: 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 30.00 Area(ac): 1.800 Time Shift(hrs): 0.00 Curve Number: 87.00 Max Allowable Q(cfs): 999999.000 DCIA('+,): 0.00 1 _______'____________________________________________"' Name: W3E Node: W3E Status: Onsite Group: BASE Type: SCS Unit Hydroqraph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 , Rainfall File: Flmod Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 0.800 Time Shift(hrs): 0.00 Curve Number: 82.00 Max Allowable Q(cfs): 999999.000 DCIA(�:`��.): 0.00 � ____________________________________________"_"_""'___'__"'__"'_"____________________________ Name: W9 Node: W9 Status: OnSite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 � Rainfall Fi1e: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(i�): 0.000 Time of Conc(min): 15.00 Area(ac): 0.900 Time Shift(hrs): 0.00 Curve Numbe r. 83.00 Max Allowable Q(cfs): 999999.000 DCIA(':-): 0.00 -_= Nodes ___-____-_____-_-_---__°°°°---_---_---__-_---_-__--_-----__°_° ' __________________________________________________________________________________________ Name: BNDYSE Base Flow(cfs): 0.000 Init Stage(ft): 25.000 ' Group: BASE warn Stage(ft): 30.000 Type: Time/Stage Time(hrs) Stage(ft) ' O.OD 17.000 __________30_00__________ll.000 ___________________________________________________________'__ Name: CRESTI Base Flow�cfs): 0.000 Init Stagelft): 91.200 Group: BASE warn Stagelft): 93.200 ' TYPe: Stage/VOlume _ . ._._ ._.._ .. ..... Interconnected Channel and Pond Routing Model([CPR) 002002 Streamline Technologies,Inc. Page 3 of 19 ' � Majestic Oaks Pre-Development ' 9/26/2013,2:55:16 PM... . . . . . .. _.. . . ..__ .. _. .. . . .. .. . . . . .. ._ __.. .. .._.._ . . . _..... .. .. , ______Stage(ft) Volume(af) 91.200 0 0000 92.200 0.0610 93.200 0.1420 ' Name: CREST2 Base Flow(cfs): 0.000 Init Stage(ft): 39.200 Group: BASE Warn Stage(ft): 93.200 Type: Stage/VOlume � ______Stage(ft) Volume(af) 39.200 0 0000 90,200 0.0770 91.200 0.1790 . 92.200 0.2930 93.200 0.9350 , ______'_______'_""_"___"'___ _____""_'_'_"____'_"'_'___g_________________ Name: CREST3 BaSe Flow(Cf5): 0.000 Init Sta e(ft): 38.200 Group: BASE Warn Stage(ft): 92 J00 Type: Stage/VOlume 1 ______Stage(ft) _____Volumelaf) 38.200 0.0000 39.200 0.0380 90.200 0.0900 ' 91.200 0.1550 92.200 0.2350 92.700 0.2810 Name: ELYSMIO Base Flow(cfs): 0.000 Init Stsge(ft): 68.200 Group: BASE Warn Stage(ft): 79.200 ' TYPe: Stage/VOlame Stage(ft) Volume(af) 68.150 0.0000 � 69.200 0.7500 70.200 1.5600 71.200 2.9200 72.200 3.3900 73.200 4.3300 79.200 5.3700 ' '__"_______________________9__________________ Name: ELYSM20 Base Flow(cfs): 0.000 Init Sta e(ft): 62.200 Group: BASE Warn Stage(ft): 6d.200 Type: Stage/VOlume � ______Stage(ft) _____Vol�me(af) 62.150 0 0000 63.200 0.7900 69.200 1.6900 ' 65.200 2.5900 66.200 3.5000 67.200 9.5300 68.200 5.6100 __________________________________________________________________________________________ Name: ELYSM30 Base Flow(cfs): 7.500 Init Stage(ft): 99.200 � Group: BASE Warn Stage(ft): 55.200 Type: Stage/VOlume Stage(ft) Volume(af) ' 99.150 0.0000 50.200 0.5900 51.200 1.1100 52.200 1.7900 53.200 2.9200 59.200 3.1300 � 55.200 3.9000 "_______ ________'__'_________________________' Name: ELYSM90 Base Flow(cfs): 0.000 Init Stage(ft): 95 J00 Group: BASE Warn Stage(ftl: 51.200 Type: Stage/VOlume , ______S[age(ft) ____VOlume(af) 95.700 0.0000 96.200 0.1100 9"7.200 1.0900 ' .. . _______.-__. . .._____-__-___ . .._._-_-___-._. __ -_-__._ ..__.... . . ____.-_- .____. _._... _ ____ _.-__..__ _.______... ]nterconnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technologies,Inc. Page 4 of 19 � , Majestic Oaks � Pre-Development _.. . . . . _.. ._ ..... . . _.. ...... .._._ _.. ... . .. ... 9/26/2013,2:55:16 PM .._.. .48.200 1.7900... ...�. . 99.200 2.5900 50.200 3.9700 ' S1.200 9.3700 _____________________________________________ Name: MCBNDY Base Flow(cfs): 0.000 Init Stage(ft): 17.000 Group: BASE N1arn Stage(ft): 30.000 Type: Time/Stage � ______Time(hrs) _____Stage(ft) 0.00 17.000 30.00 17.000 ' Nazne: MULCRI Base Flow(cfs): 0 000 Init Stage(ft): 92.000 Group: BASE Warn Stage(ft): 52.000 Type: Stage/Area � __'___Stagelft) _______Arealac) 92.000 0.0050 98.000 0.0300 52.000 0.1600 ' Name: MULCR2 Base Flow(cfs) 0 000 Init Stage(ft): 90.00U Group: BASE Warn Stage(ft): 99.000 Type: Stage/Area � ______Stage(ft) Area(ac) 40.000 0.0050 43.000 0.0100 98.000 0.1100 49.000 0.4100 , ____________________________________________________'__________________g__________________ Name: MULCR3 Base Flow(cfs): 0.000 Init Sta e(ft): 90.000 Group: BASE Warn Staqe(ft): 98.000 Type: Stage/Area � '_____Stagelft) _______Area(ac) 90.000 0.0050 47.000 0.0800 98.000 0.1000 ' ______________________________________________"_'_'______________________________________ . Name: MOLCR4 Base Flow(cfs): 0.000 Init Staqe(ft): 38.000 Group: BASE Warn Stage(ft): 92.000 Type: Stage/Area , ______Stage(ft) Area(ac) 38.000 0 0500 92.000 0.1700 ' Name: OFFNRTH a Base Flow(cfs): 0.000 Init Stage(ft): 50.550 Group: BASE Warn Stagelft): 59.000 Type: Stage/Are � ______Stagelft) _______Area(ac) SU.500 0.5000 52.000 0.7300 53.000 0.8500 59.000 0.9800 , ___'_'_____"""_""_'__""_'__"________________________ Name: OFFWESTI Base Flow(cfs): 0.000 Init SEage(ft): 57.500 Group: BASE Warn Stage(ft): 60.000 Type: Stage/Area ' ______Stage(ft) _______Area(ac) 57.500 0.0500 58.000 0.1800 � 59.000 0.8200 60.000 0.9600 ' '_"_'__'___________________________________________________ Name: OFFWEST2 Base Flow(cfs): 0.000 Init Stage(ft): 53.000 Group: BASE Warn Stage(ft): 58.000 Type: Stage/Area ' _._--__. .... . . . .____.__.__-__ -__-.. _. ____.. . ... ._ _._.... __. _. _. ___. ___..._ __.__-___ .__.._ -_______. _.______. lnterconnected Channel and Pond Routing Model QCPR) 02002 Streamline Technologies.Inc. Page 5 of 19 , � Majestic Oaks , Pre-Development .. .._... ... . .. .. ... ... .. . __._. . . . . . ...... _. . . . 9/26/2013,2:55:16 PM Stage(ft) Area(ac) , 53.000 0.5100 54.000 0.5700 55.000 0.6100 56.000 0.6600 58.000 1.8300 ' Name: OFFWEST3 Base Flow(cfs): 0.000 Init Staqe(ft): 99.000 Group: BASE Warn Stage(ft): 50.000 Type: Stage/Area , ______Stage(ft) _______Area(ac) 99.000 0.0060 97.000 0.2200 99.000 0.9600 50.000 1.5900 ' ' ___'_______________________________ Name: PARKWET Base Flow(cfs): 0.000 Init Stage(ft): 59.000 Group: BASE Warn Stage(ft): 61.000 Type: Stage/Area ' ____'_Stage(ft) _______Area(ac) 59.000 0.7100 60.000 1�.9100 61.000 2.9500 , _________P_____________________________________________________________g__________________ Name: RENOKB Base Flow(cfs): 0.000 Init Sta e(ft): 93.900 Grou BASE Warn Stage(fU: 96.000 Type: Stage/VOlume � ______Staqe(ft) _____Volume(af) 93.900 0.0000 99.500 0.3200 95.OU0 0.6100 95.500 0.9200 � 96.000 L 4200 _________________ _______________________' '______ Name: W1 Base Flow(cfs): 0.000 Init Stage(ft): 36.800 Group: BASE Warn Stage(ft): 90.000 Type: Stage/AZea ' ______Stage(ft) _______Area(ac) 36.800 0.2300 38.000 0.2900 90.000 0,3900 ' _' '___________________'_ ___" Name: W2 Base Flow(cfs): 0.000 Init Stage(ft): 91.600 Group: BASE Warn Stage(ft): 46.000 Type: Stage/Area , ______Stage(ft) _______Area(ac) 91.600 0.7900 96.000 1.1200 ' _________________________________________ " _' Name: W3A Base Flow(cfs): 0.000 Init Stage(ftl: 27.000 Group: BASE Warn Stage(ft): 37.000 Type: Stage/Area ' ______Stage(ft) _______Arealac) 27.000 0.0100 37.000 0.0200 ________________'_ _' "______ � Name: W3A1 Base Flow(cfs): 0.000 Init Stage(ft): 35.000 Group: BASE Warn Stage(ft): 37.000 Type: Stage/Area Stage(ft) Area(ac) ' 35.000 0 0100 37.000 0.0200 ______' "_ _"_________""'_'______"__'_' _"__'_'_________ Name: W3B Base Flow(cfs): 0.000 Init Stage(ft): 29.000 , Group: BASE Warn Stage(ft): 91.000 .._ ._... _. _.___ __..__.... ...__.. _.... Interconnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technologies,Inc. Page 6 of 19 ' � Majestic Oaks � , Pre-Development ....__ _. ...._ .... . . .. .. . ...... ..... _.. ... .... . . . _. ....._. 4/26/2013,2:55:16 PM � � Type: Stage/Area � ______Stagelft) _______Area(ac) 29.000 0.0100 41.000 0.0200 ' Name: W3C Base Flow(cfs): 0.000 Init Stagelft): 29.000 Group: BASE Warn Stage(ft): 91.000 Type: Stage/Area , ______Stage(ft) _______Area(ac) 29.000 0.0100 91.000 0.0200 Name: W3D Base Flow(cfs): 0.000 Init Staqe(ft): 38.000 , Group: BASE Warn Stage(ft): 92.000 Type: Stage/Area Stage(ft) Area(ac) � 38.000 0.0100 -----__--92_000----------0-0200 ___________________________________________________________ Name: W3E Base Flow(cfs): 0.000 Init Stage(ft): 37.000 Group: BASE Warn Stage(ft): 92.000 , TYPe: Stage/Area Stage(ft) Area(ac) 37.000 0.0100 ' 42.000 0.0200 ____________ ________________________________________g_________________ Name: W9 Base Flow(cfs): 0.000 Init Sta e(ft): 99.000 Group: BASE Warn Stage(ft): 96.000 Type: Stage/Area , ______Stage(ft) _'_____Area(ac) 99.000 0.0200 95.000 0.0900 ' ______=_-96.000====-_====0-1500-==-__-__-__---__-_----___________________-_____-_-_ = Cross Sections = Name: XS3A1 Gzoup: SASE ' Encroachment: No Station(ft) Elevation(ft) Manning's N _ _'__ '______________ _____________'_ , -16.000 37.000 0.095000 -8.000 36.000 0.045000 0.000 35.000 0.095000 io.00a 3s.000 o.oas000 16.500 36.000 0.095000 21.000 36.600 0.095000 � ""_ _"_ _'_ Name: XS3A2 Group: BASE Encroachment: No ' ____Station(ft) Elevation(ft) Manninq's N -9.500 32.000 0 095000 -8.000 31.000 0.095000 -6.000 30.000 0.095000 -9.000 29.000 0.045000 -2.OJ0 28.000 0.095000 � 0.000 27.000 0.095000 1.500 27.000 0.095000 9.000 28.000 0.095000 7.000 29.000 0.095000 9.500 30.000 0.095000 1L 500 31.000 0.095000 13.500 32.000 0.095000 � _____________________________________________P-______________ Name: X53A3 Grou BASE E�croachment: No ' ._._ .____. ____.. .._-___ .__.. ._.___- .___. ._.._ _._.__ . . ..__ .__..._. .__.___.- ___.... ..____- ____... .. . Interconnected Channel and Pond Routing Model(1CPR) 002002 Streamline Technologies,Inc. Paee 7 of 19 , � Majestic OaAs Pre-Development � A/26/2013,2:55:16 PM . ._ ._ ... ._.__ _.. _.. . ... ._. ._.. .. _.... ......... . .. ._. __._ .___.. �Station(ft) Elevation(ft)�� Manning's N � � -10.000 30.000 0.095000 ' -7.500 29.000 0.095000 -5.000 28.000 0.095000 -2.500 27.000 0.095000 0.000 26.000 0.095000 2.000 26.000 0.095000 9.000 27.000 0.095000 5.500 28.000 0.095000 ' 7.500 29.000 0.095000 9.500 30.000 0.095000 _____________________________________________________________________ Name: XS3B1 Group: BASE EnCroaChment: No � Station(ft) Elevation(ft) Manning's N -9.000 91.000 0 03H000 -6.000 40.000 0.038000 , -9.000 39.000 0.038000 -2.000 38.000 0.038000 0.000 37.000 0.038000 2.500 37.000 0.038000 5.000 38.000 0.038000 7.000 39.000 0.038000 9.500 90.000 0.038000 � 12.000 91.000 0.038000 _____P___"_____'_'__ Name: XS3B2 Grou BASE Encroachment: No ' ____Station(ft) Elevation(ft) Manninq's N -45.000 39 500 0.038000 -30.000 39.000 0.038000 -29.000 33.000 0.038000 � -18.000 32.000 0.038000 -12.000 31.000 0.038000 -6.000 30.000 0.0380G0 0.000 29.000 0.038000 1.500 29.000 0.038000 5.000 30.000 0.038000 7.000 31.000 0.038000 � 9.500 32.000 0.038000 12.500 33.000 0.038000 15.500 39.000 0.038000 17.500 35.000 0.038000 , Name: XS3C1 Group: BASE '-_-_ Encroachment: No Station(ft) Elevation(ft) Manning's N ' -18.000 91.000 0.045000 -9.500 90.000 0.095000 -7.000 39.000 0.095000 -5.000 38.000 0.095000 -2.500 37.000 0.095000 0.000 36.000 0.095000 ' 1.000 36.000 0.045000 3.000 37.000 0.095000 5.000 38.000 0.095000 7.000 39.000 0.095000 9.000 90.000 0.095000 11.000 91.000 0.095000 ' ____________'_' ___'_P_______________ Narne: X53C2 Grou BASE Encroachment: No Station(ft) Elevation(ft) Manning's N � -16.500 35.000 0 045000 -13.500 34.000 0.095000 -10.500 33.000 0.095000 -7.500 32.000 0.095000 -5.000 31.000 0.095000 -2.500 30.000 0.095000 ' 0.000 29.000 0.095000 9.000 29.000 0.095000 12.000 30.000 0.095000 19.000 31.000 0.095000 25.OU0 32.000 0.095000 3i.aoo 33.000 o.o9sooa � 3�.�� 39.�a� �.�95�� 92.500 35-000 0.095000 _________________________ Name: XS3D1 Group: BASE Encroachment: No � .__-__. ____ .__ . _.._- _.___ __.._-. .-____.... .. . .. . ..._ ....... . _ .. _ Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technoloeies,Inc. Page 8 of 19 ' ' Majestic Oaks Pre-Development ' 4/2G/2013,2:55:16 PM. . . . . . ._ .... ... .. . _ . _.. . __.. . .. . .. . . ..... Station(ft) Elevation(ft) Manning's N � -11.500 42 000 U 026000 -7.000 41.000 0.026000 -2.500 90.000 0.026000 0.000 39.900 0.026000 9.000 90.000 0.026000 11.000 91.000 0.026000 � ---------29_000----------92.000--------0.026000 ______P_______________ Name: X53D2 Grou BASE Encroachment: No , ____Station(ft) Elevation(ft) Manning's N ____ _______________ _______________ -7.000 91.000 0.026000 -9.000 90.000 0.026000 -2.000 39.000 0.026000 , 0.000 38.000 0.026000 11.000 38.000 0.026000 15.000 39.000 0.026000 19.000 90.000 0.026000 23.000 91.000 0.026000 ______'______________________________________________________________ ' Name: X53E1 Group: BASE Encroachment: No Station(ft) Elevation(ft) Manning's N , __'____________ _______________ ____________"' -5.500 92.000 0.095000 -3.500 41.000 0.045000 -2.000 90.000 0.045000 0.000 39.000 0.04500G 9.000 39.000 0.095000 11.500 90.000 0.095000 � 19,000 91.000 0.095000 26.500 92.000 0.095000 _______________________ Name: XS3E2 Group: BASE Encroachment: No � ____Station(fU Elevation(ft) ____Manning's N _______________ __ -17.500 92.000 0.095000 -14.500 91.000 0.095000 , -io.soo 9a.000 o.oas000 -7.500 39.000 0.095000 -9.000 38.000 0.095000 0.000 37.000 0.095000 2.000 37.000 0.095000 2.500 38.000 0.045000 5.000 39.000 0.095000 ' 7.000 40.000 0.095000 9.500 91.000 0.095000 11.500 92.000 0.095000 '_" __' _'_____ Name: XS4-3D Group: BASE � Encroachment: No Station(ft) Elevation(ft) Manning's N _______________ _______________ _______________ -27.000 99.500 0.000000 ' 0.000 99.000 0.000000 31.000 95.000 0.000000 ________p.______________ Name: XSOFFI-NRTH Grou BASE Encroachment: No , ____Station(ft) Elevation(ft) ____Manning's N _______"______ -75.000 58.000 0.000000 0.000 57.500 0.000000 � �5.0�� 58-�Oa �-�� "________ '___________p_______________ Name: XSOFFI-OFF2 Grou BASE Encroachment: No � ____Station(ft) Elevation(fC) Manning's N -93.000 58.000 0.000000 0.000 57.500 0.000000 93.000 58.000 0.000000 ' _____- . ____-_.__. .___ .__.... .__._.__. _._.._____... .._.__-- _ . ._. .____ . . ..__.--.._. _._._-. _.-__.. ______- .___... Interconnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technologies,Inc. Page 9 of 19 i ' Majestic Oaks Yre-Development ' 9/26/2013 2:55:16 PM . ___ __.. ... _... . .. _ . _ _ . _.. . . . ______ _____ ______ ___________________________P.______________ Name: XSOFF2-OFF3 Grou BASE Encroachment: No , Station(ft) Elevation(fU Manning's N -?7 000 58.000 0.000000 0.000 57.500 0.000000 ' ---------9?-000--"'-----58.000---'----0.000000----"- Name: XSW1-3A Group: BASE Encroachment: No ' ____Station(ft) Elevation(ft) Manning's N -90.000 38.000 0.000000 -30.000 37.500 0.000000 0.000 37.300 0.000000 ' ---_-_-_-38.000-_-=__=---38.000_-_===__0.000000--________________________________________ = Pipes = Name: PMULCRI-2 From Node: MULCRI Length(ft): 76.00 ' Group: BASE To Node: MULCR2 Count: 2 Friction Equation: Automa[ic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 , Invert(ft): 92.670 93.690 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or [w Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None , Upstream FHWA Inlet Edge Description: Cizcular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' __________________________________g__'____________________________ Name: PMULCR2-3 From Node: MULCR2 Len th(ft): 73.00 Group: BASE To Node: MULCR3 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive , Geometry: Circular Circular Flow: Both Spanlin): 92.00 92.00 Entrance Loss Coef: 0.50 Rise(in): 92.00 92.00 Exit Loss Ccef: 1.00 Invert(ft): 90.780 40.080 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None ' Upstzeam FHWA Inlet Edge Description: Circular Conczete: Square edge w/ headwall , Downstream FHWA Inlet Edge Description: Circular ConcTete: Square edge w/ headwall _________________________________________________'_"'_'____________________________________________ Name: PhNLCR3-9 From Node: MULCR3 Length(ft): 250.00 ' Group: BASE To Node: MOLCR4 Count: 2 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Spa�(in): 38.00 38.00 Entrance Loss Coef: 0.50 Riselin): 29.00 29.00 Exit Loss Coef: 1.OU Invert(ft): 91.850 38.050 Bend Loss Coef: 0.00 ' Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None , Upstream FHwA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ' ____________P____________________________________________________'__9__'____________________________ Name: POFF3-W3E From Node: OFFWEST3 Len th(ft): 88.00 Grou BASE To Node: W3E Count: 2 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both ' -_._.. . .. ..._.. _..... ___.-_ -_.__._ __.__... _._____ ...___-__ _ .__.___-_ -___._- __.._. _._.______ -_..__ ._..__ ________ Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page I O of 19 ' ' L4ajestic Oaks ' Pre-Development._.... .._.. . _... __.. . _. ... _ . .._. _ ... . ..._ . ..._ _ . ._.... 9/26/2013,2:55:16 PM �Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 � �� Rise(in): 38.00 38.00 Exit Loss Coef: 1.00 Invert(ft): 43.090 42.130 Bend Loss Ccef: 0.00 ' Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctil Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizei Option: None ' Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ' ____________P___________________________ _________________________________'_ Name: PPARK-OFF1 From Node� PARKWET Lengthlft): 75.00 Grou BASE To Node: OFFWESTI Count: 3 Friction Equation: Automatic � UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both ' Span(in): 24.00 29.00 Entrance Loss Coef: 0.50 Rise(in): 29.00 29.00 Exit Loss Coef: 1.00 Invert(ft): 59.200 59.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None � Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: � Circular Concrete: Square edge w/ headwall Inverts assumed from lidar data, not surveyed. ______________________'_____________________________'_________________' _' Name: PW1-W3A1 From Node: W1 Lenqth(ft): 29.00 Group: BASE To Node: W3A1 Count: 1 ' Friction Equation: Automaric UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(inl: 21.00 21.00 Entrance Loss Ccef: 0.50 Rise(in): 21.00 21.00 Exit Loss Coef: 1.00 Invert(ft): 39.120 33.B90 Bend Loss Ccef: 0.00 ' Manning's N: 0.029000 0.029000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 6.800 Stabilizer Option: None Upstream FHWA Inlet Edge Description: ' Circular CMP: Headwall Downstream FHWA Inlet Edge Desciiption: Circular CMP: Headwall ' ____________P-____'_________________'_ ___g______'________________________ Name: PW2-Wl From Node: W2 Len thlft): 85.00 Grou BASE To Node: W1 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both � Span(in): 21.00 21.00 Entrance Loss Coef: 0.50 Rise(in): 21.00 21.00 Exit Loss Coef: 1.00 Invert(ft): 39.600 35.890 Bend Loss Ccef: 0.00 Manning's N: 0.029000 0.029000 Outlet Ctrl Spec: [Ise dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Sot Clip(in): 0.000 0.000 Stabilizer Option: None ' Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ' _________________________________________________'_________________________" Name: PW9-3D From Node: W4 Lenqth�ft): 21.00 Group: BASE To Node: W3D Count: 1 ' Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span�in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 92.930 90.790 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw � Top Clipli�): O.D00 0.000 In1et Ctrl Spec� Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Opstream FHWA Inlet Edge Description: tCircular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model QCPR) 02002 Streamline Technologies,lnc. Page 1 I of 19 , 1 Majestic Oaks ' Pre-Development . _.__ .. ... . . . .. . . .... . . _. . _..._ ... _. . ..__ . 9/26/2013,2:55:16 PM Downstream FHW.A Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' _______________________________________________________________________________ ___= Channels -______________________________________'_-_---______ ' Name: CH3A-BNDY From Node: W3A Length(fU: 195.00 Group: BASE To Node: MCBNDY Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Ixregular Irregular Solution Algorithm: Automatic Invert(ft): 27.000 26.000 Flow: Both 1 TC1pInitZ(ft): 9999.000 9599.000 Contraction Coef: 0.100 Manning's N: Expansion Ccef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS3A2 XS3A3 Outlet Ctrl Spec: Use dc or tw AuxElevl(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSecl: Stabilizer Option: None 1 AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): � RtSdSlp(h/v): _________________________________________________'_"______________________________________ Name: CH3A1-BNDY From Node: W3A1 Length(ft): 292.00 Group: BASE Ta Node: MCBNDY Count: 1 � UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregalar Solution Algoritt: Automatic Invert(ft): 35.000 26.000 Flow: Both TC1pInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 ' Bot Clip�ft): � Exit Loss Coef: 0.000 Main XSec: XS3A1 X53A3 Outlet Ctrl Spec: Use dc or tw AuxElevllft): 0.000 0.000 Inlet Ctrl Spec: Ose dc Aux XSecl: Stabilizei Option: None AuxElev2(ft): 0.000 0.000 Aux xSec2: � Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/vl: ' _____________P_________________________'____""'___"_'_____ '______________________________ Name: CH3B-3C From Node: W3B Length(ft): 997.00 Grou BASE To Node: W3C Coant: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic ' Invert(ft): 37.000 29.000 Flow: Both TC1pInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Ccef: 0.000 Main XSec: X53B1 XS3B2 Outlet Ctrl Spec: Use dc or tw � AuxElevl(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSecl: Stabilizer Option: None AuxElev2(fU: 0.000 0.000 Aux XSec2: Top Widthlft): Depth(ft): Bot Width(ft): ' LtSdSlp(h/v): RtSdSlp(h/v): '_________"_______________________________9______________________________ Name: CH3C-3A From Node: W3C Len th(ft): 696.00 ' Group: BASE To Node: W3A Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 36.000 29.000 Flow: Both TC1pInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 ' Manni�g's N: Expansion Coef: 0.300 Top Cliplft): Entrance Loss Coef: 0.000 Bot Cliplft): Exit Loss Coef: 0.000 Main XSec: XS3C1 XS3C2 Outlet Ctrl Spec: Use dc or tw AuxElevl(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSecl: Stabilizer Option: None AuxElev2(fU: 0.000 0.000 � Au;c XSec2: Top �idth(ftl: Depth(ft): Bot WidthlfU: Lt5d51p(h/v): RtSdSlp(h/v): ' .__. -_______.. ._._.__._ .-___ __. . . . . _ _____.. _._..._... ..... _ . . ._ _ ... _ ._.__ _.__ _.-_._. Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 12 of 19 ' ' Majestic Oaks ' Pre-Development ... .._ _..... ._._ .._. . _ .._ _. .. .._ .... .. _ .. _ . . .. ...._.. . . . . . . .. __ __ - 4/26/2013,2:55:16 PM _____________P________________' ' _______________________ ' Name: CH3D-3B From Node: W3D Length(ft): 200.00 Grou BASE To Node: W3B Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irreqular Solution Algorithm: Automatic Invert(ft): 39.900 36.000 Flow: Both ' TC1pInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Ccef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS3D1 X53D2 Outlet Ctrl Spec: Use dc or tw AuxElevl(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSecl: Stabilizer Option: None ' AuxElev2(ft): 0.000 0.000 Aux x5ec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ' Name: CH3E-3C From Node: W3E Length(ft): 261.00 Group: BASE To Node: W3C Count: 1 � ' OPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 39.000 37.000 Flow: Both TC1pInitZ(ft): 9999.000 9999.000 Contraction Ccef: 0.100 Manning's N: Expansion Ccef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 ' Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS3E1 XS3E2 Outlet Ctrl Spec: Use dc or tw AuxElevl(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSecl: Stabilizer Option: None AusElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): ' Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): _____Drop-Structures ____ _____ ___ __ _ __ ____ _ _ ___________________________________ ' __________________________________________________________________________________________ Name: DSCR1-W3E From Node: CRESTI Length(ft): 39.00 Group: BASE To Node: W3E Count: 1 , UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Ccef: 0.500 Eavert(ft): 92.950 92.350 Exit Loss Ccef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw ' Top C1ip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall � Downstrearn FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure DSCR1-W3E *** TABLE � Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 98.00 Invert(ft): 93.720 Rise(in): 99999.00 Control Elev(ft): 43.720 , **` Weir 2 of 2 for Drop StruCture DSCR1-W3E "** � TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 ' Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.78 In.vert(ft): 92.280 Rise(in): 17.30 Control Elev(ft): 92.280 � Narne� DSCR2-W3C From Node: CREST2 Lenqth(ft): 85.00 Group: BASE To Node: W3C Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Alqorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Hoth � Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 ' -_..__ .______ __.__ _.__.. ___.__ . .__.. ___..... . .._. __ .__.__.. . .._.._ .__-______ . . __.._ __._ ___._. .. Interconnected Channel and Pond Routing Model QCPR) 002002 Streamline Technologies,[nc. Page 13 of 19 � 1 Majestic Oaks Pre-Development � 4/26/2013,2:SS:1G PM _ ._._.. _. . . _._ .. . _.. ... . ... .._.. .. .. _.. .. . _.._. .__... .__.. __._____ __. ___.. Invert(ft): 39.650 37.850 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Ose dc ' Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edqe Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' **' Weir 1 of 2 for Drop Structure DSCR2-W3C *** TABLE Count: 1 Bottom Clip(in): 0.000 ' Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.18 Invert(ft): 90.590 Rise(in�: 23.90 Control Elev(ft): 90.590 ' +** Weir 2 of 2 for Drop Structure DSCR2-W3C *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Ccef: 0.600 ' Span(in): 98.00 Invert(ft): 92.560 Riselin): 99999.00 Control Elev(ft): 92.560 _____________________________'__'____'__________________________________________ Name: DSCR3-MC9 From Node: CREST3 Length(ft): 50.00 i Group: BASE To Node: MULCR9 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 38.00 38.00 Flow: Both Rise(in): 24.00 29.00 Entrance Loss Coef: 0.500 Invert(ft): 38.650 38.050 Exit Loss Coef: 1.000 ' Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ' Downstream FHWA Inlet Edge Description: Horizon[al Ellipse Co�ciete: Square edge with headwall '** Weir 1 of 2 tor Dzop Stzucture DSCR3-MC9 *** ' TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectanqular Orifice Disc Coef: 0.600 Span(in): 1.15 Invert(ft): 39.150 ' } Riselin): 22.10 **COntro1 Elev(ft): 39.150 * Weir 2 Of 2 fOr Drop StruCtUre DSCR3-MC9 * TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 � Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 98.00 Invert(ft): 90.990 Rise(in): 99999.00 Control Elevlft): 90.990 , '___"__'____'_________________________________________________ Name: DSELYSIO-20 From Node: ELYSMIO Length(ft): 80.00 Group: BASE To Node: ELYSM20 Count: 1 UPSTREAM DOWNSTREAM FTiCtion Equation: AutomatiC Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(inl: 24.00 24.00 Flow: Both , Rise(in): 29.00 29.00 Entrance Loss Coef: 0.500 Invert(ft): 60.310 60.150 Exit Loss Ccef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 1 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edqe w/ headwall � '** Weir 1 of 2 for Drop Structure DSELYSIO-20 **' TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometry: Recta�gular Orifice Disc Coef: 0.600 , ____.._ ___.. __._ ___..__--____ .. _. . _ ...__ ._._ _.____ ... ______ .__.... ___ ._ ._ . . . . Interconnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technoloe�es,Inc. Page 14 of 19 � , Majestic Oaks , Pre-Development .. . .._. _._ . . .. . .... ._... ....... ... . .... .. . . ...._. .... ........ 9/26/2013,2:SS:lE PM Span(in): 19.00 Invert(ft): 65.150 Rise(inj: 99.10 Control Elev(ft): 68.150 ' *** Weir 2 of 2 for Drop Structure DSELY510-2U *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometry: Rectangular Orifice Disc Coef: 0.600 ' Span(in): 120.00 Invert(ft): 72.290 Rise(in): 99999.00 Control Elev(ft): 72.290 ________________"'________________________________"____ � Name: DSELY520-30 From Node: ELYSM20 Length�ft): 310.00 Group: BASE To Node: ELYSM30 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Res[rictive � Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 ' Invert(ft): 58.500 97.650 Exit Loss Ccef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: � Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall � *** Weir 1 of 2 for Drop Structure DSELY520-30 *** TABLE Cou�C 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometry: Rectangular Orifice Disc Coef: 0.600 � *{ Span(in): 6.00 ** Invert(ft): 62.150 Rise(in): 68.60 Control Elev(ft): 62.150 * Weir 2 of 2 for Drop Structure DSELYS20-30 * TABLE Count: 1 Bottom Clip(in): 0.000 ' Type: Vertical: Mavis Top Clip(inl: O.U00 Flow: Both Weir Disc Coef: 3.300 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 120.00 Invert(ft): 67.870 Rise(in): 99999.00 Control Elev(ft): 67.870 1 _'__________p____'_______'__________________________________________g_________'_________'__'_'___'_' Name: DSELY530-40 From Node: ELYSM30 Le❑ th(ft): 70.00 Grou BASE To Node: ELYSM90 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive � Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 95.100 92.650 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Ose dc Bat Clip(in): 0.000 0.000 Solution Incs: 10 � Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall 1 *** Weir 1 of 2 for Drop Structure DSELY530-90 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 � Geometry: Rectangular Orifice Disc Ceef: 0.600 Span(in�: 30.00 Invert(ft): 95.150 Rise(in): 69.90 Control Elev(ft): 99.150 *** Weir 2 of 2 for Drop Structure DSELYS30-90 **' , TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometiy: Rectangular Orifice Disc Ccef: 0.600 Span(in): 120.00 Invert(ft): 59.520 , Riselin): 99999.00 Control Elev(fU: 54.520 _____ ________________________________________ Name: DSELY590-W9 From Node: ELYSM40 Lengthlft): 26.00 Group: BASE To Node: W9 Count: 1 ' . _--_ .-__. . .__-__.-___._--__-_._ _____- .________ ._.. . ... .._... _... ______-__-- _._-.__ ._ . ... . . . . . . .. . Interconnected Channel and Pond Routing h7odei(ICPR) 002002 Streamline Technologies,lnc. Page 15 of 19 � , Majestic Oaks Pre-Development ' 9/26/2013,2:55:16 PM _ .._ .. . .. . ..... . . .. . .. ._ . __..... . .._ ... ___... ...__. . _. . ._ _ UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 92.00 42.00 Flow: Both ' Rise(in): 42.00 92.00 Entrance Loss Coef: 0.500 Invert(ft): 45.1OG 95.000 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Sot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: , Circular Concrete: Square edqe w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' *** Weir 1 of 2 for Drop Structure DSELYS90-W9 *** TABLE Count: 1 Bottom Cliplin): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometiy: Rectangular Orifice Disc Coef: 0.600 � Span(in): 120.00 Invert(ft): 99.150 Rise(in): 15.70 Control Elev(ft): 49.150 **' Weir 2 of 2 for Drop Structure DSELYS90-W9 *** TABLE Count: 1 Bottom Clip(in): 0.000 ' Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometry: Rectangular Orifice Disc Coe& 0.600 Span(in): 120.00 Invert(ft): 50.960 Rise(in): 99999.00 Control Elev(ft): 50.460 , Name: DSNRT-CR1 From Node: OFFNRTH Length(ft): 50.00 Groap: BASE To Node: MULCRI Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic ' Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 29.00 29.00 Entrance Loss Coef: 0.500 Invett(ft): 49.200 48.700 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Ose dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 � Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstrearn FHWA Inlet Edge Description: Circular Concrete: Sqaare edge w/ headwall , *** Weir 1 of 2 for Drop Structure DSNRT-CR1 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 ' Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Ccef: 0.600 Span(in): 46.00 Invert(ft): 50.550 Rise(in): 36.00 Control Elev(fU: 50.550 *** Weir 2 of 2 for Drop Structure DSNRT-CR1 *** , TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 ' Span(in): 120.00 Invert(ft): 53.550 Rise(in): 99999.00 Control Elev(ft): 53.550 '_____'__________________________________________g_______________________________ Name: DSREN-ML3 From Node: RENOKB Len th(ft): 28.00 Group: BASE To Node: MULCR3 Count: 2 ' UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 91.990 91.730 Exit Loss Coef: 1.000 ' Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall , Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall **' Weir 1 of 2 for Drop Structure DSREN-ML3 *'* TABLE � ._______ _.... ... _. ... _-__.__..-______ __._... ... . .____....__-__-_ _____-_ ___.. . _..._. . . . _.. . _ ...___. _.____ Interconnected Channel and Pond Routing Model QCPR) �2002 Streamline Technologies,Inc. Page 16 of 19 ' , D:ajestic Oaks 1 Pre-Development 9/26/2013,2:55:16 PM ._ _____.___ Count: 1 Bottom Clip(in): O.00u Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 , Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 43.2G Invert(ft): 99.620 Rise(in): 26.60 Control Elev(ft): 49.620 *** Weir 2 of 2 for Drop Structure DSREN-ML3 *** TABLE , Count: 1 Bottom Clip(in): 0.000 Type: Vertica L Mavis Top Cliplin): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 151.00 Invert(ft): 96.840 ' Rise(in): 99999.00 Control Elev(ft): 46.890 _ _____ _________ __ _______ ______ ___ ________ ________________ _________ ______________ ___= weirs =______--- 1 Name: WMUL9-3C From Node: MULCR9 Group: BASE To Node: W3C Flow; Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 300.00 � Rise(in): 99999.00 Invert(ft): 91.200 Control Elevation(ft): 91.200 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Ccef: 3.000 ' Orifice Discharge Coef: 0.600 ___"_______________________________________________________________________________________________ Name: WNRTH-CR1 F�om Node: OFFNRTH Group: BASE To Node: MULCRI � Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectanqular Span(in): 920.00 Riselin): 99999.00 Invert(ft): 59.500 , Control Elevation(ft): 59.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 2.800 Orifice Discharge Coef: 0.600 , Name: WOFF1-NRTH From Node: OFFWESTI Group: BASE TO Node: OFFNRTH Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular � XSec: XSOFFI-NRTH Invert(ft): SZ 500 Control Elevation(ft): 57.500 Struct Opening Dim(ft): 9999.00 TABLE � Bottom Clip(ft): 0.000 Top Clip(f[): 0.000 Weir Discharge Coef: 2.500 Orifice Discharge Coef: 0.600 ' _ _"' __"'_______________________ Name: WOFF1-OFF2 From Node: OFFWESTI Group: BASE To Node: OFFWEST2 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XSOFFI-OFF2 ' Invert(ft): 57.500 Control Elevation(ft): 57.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ftl: 0.000 Top Clip(ft): 0.000 � Weir Discharge Coef: 2.500 Orifice Discharge Coef: 0.600 "_' "_ " ' Name: WOFF2-OFF3 From Node: OFFWEST2 , Group: BASE To Node: OFFWEST3 Flow: Both Count: 1 Type: Veitical: Mavis Geometry: Irregular XSec: XSOFF2-OFF3 Invert(ft): 57.500 ' Control Elevation(ft): SZ500 Interconnected Channel and Pond Routing Model(ICPR) 0�2002 Streamline Technologies,Inc. Page 17 of 19 , , Majestic Oaks � Fre-Development . . _. . __. .___ .. . . . . . . . . ....... . _.._. 4/26/2013,2:55:16 YM _ ____.. ._._ . Struct Opening Dim(ft): 5999.00 TABLE Bottom Clip(ft): 0.000 ' Top Clip(ft): 0.000 Weir Discharge Coef: 2 500 Orifice Discharge Coef: 0.600 ____________________________________________________________________________________________________ � Name: WW1-3A1 From Node: W1 Gioup: BASE To Node: W3A1 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XSW1-3A � Invert(ft): 37.300 Control Elevation(ft): 37.300 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.500 1 Orifice Discharge Coef: 0.600 ______________________________________________________ __ Name: WW2-W1 From Node: W2 , Group: BASE To Node: Wl Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectanqular Span(in): 360.00 P.ise(in): 99999.00 Invert(ft): 99.000 ' Control Elevation(ft): 99.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 2 500 Orifice Discharge Coef: 0.600 � ________'_"_'________________________" "' Name: WN19-3D From lVOde: W9 Group: BASE To Node: W3D Flow: Both Count: 1 , Type: Vertical: Mavis Geometry: Irregular XSec: X59-3D Invert(ft): 99.000 Control Elevationlft): 49.000 Struct Opening Dim(ft): 9999.00 TABLE ' Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Ccef: 2.500 Orifice Discharge Coef: 0.600 ___= Hydrology-Simulations-====°°°____________ _____________________________________ ____ , __-____--______________________________ _ Name: RUPPRE100 Filename: C:\Users\Ryan Dempsey\Documents\Drainage\ICPR\RUppel Farm\Predev\RUPPREl00.R32 � Override Defaults: Yes Storm Duration(hrs): 29.00 Rainfall File: Flmod Rainfall Fvnount(in): 12.00 Time(hrs) Print Inc(min) � , _______________ _______________ 30.000 5.00 ______________________________________________________________"_'________________________ Narne: RUPPRE25 Filename: C:\Users\Ryan Dempsey\Documents\Drainaqe\ICPR\RUppel Farm\Predev\RUPPRE25.R32 ' Overzide Defaults: Yes Storm Duration�hrs): 29.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) , 30.000==__=_-==-5_00______________________—_—_—__---_--------------_°__°__° ___= Routing Simulations ___-----___—__--_---_--__-------------___-_______ , Name: RUPPRE100 Hydrology Sim: RUPPRE100 Filename: C:\Users\Ryan Dempsey\DOCUments\Diainage\ICPR\RUppel Faim\Piedev\RUPPREl00.I32 � Execute: Yes Restart: No Patch: No Alternative: No ' Max Delta Z(ft): 1.00 Delta Z Facto r. 0.00500 Interconnected Channel and Pond Routing Model QCPR) �02002 Streamline Technologies,Inc. Page 18 of 19 ' � Majestic Oaks , Pre-Development .._.... . _._... ... _. ___..... .. _. . . . . __... . . 9/26/2013,2:55:16 PM _._ Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Timelsec): 0.5000 Max Calc Time(sec): 60.00OG � Boundary Stages: 100/29 Boundary Flows: RUPPEL FARM PRE-DEVELOPMENT 100-YEAR/29-HOUR 2/11/13 � Time(hrs) Print Inc(min) _______________ ___'___'_______ 999.000 15.000 Group Run ____'__________ _____ , BASE Yes _____________________________________________________________________________________'______________ Name: RUPPRE25 � Hydrology Sim: RUPPRE25 Filename: C:\Users\Ryan Dempsey\Documents\Drainage\ICPR\RUppel Farm\Predev\RUPPRE25.I32 ' Execute: No Restart: No Patch: No Alternative: No Max Del[a Z(fU: 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 ' Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Soundary Stages: 25/29 Boundary Flows: RUPPEL FARM PRE-DEVELOPMENT 25-YEAR/29-HOUR 2/11/13 ' Time(hrs) Print Inc(min) _______________ _______________ 999.000 15.000 Group Run ____'__________ _____ , BASE Yes _--- Boundary Conditions --_---_---__-_-_---___-__-_______-_--___________________ ' Name: 25/29 Node: MCBNDY Type: Stage Time(hrs) Staye(ft) 0.000 17.000 8.000 17.000 , 11.000 19.290 12.000 21.090 13.000 25.210 13.330 25.370 19.000 25.000 18.000 22.590 29.000 20.820 � 30.000 ------18.920----------- ___________________ _____________________YP______g____________________________ Name: 100/29 Node: MCBNDY T e: Sta e Timelhrs) Stage(ft) ' 0.000 17.000 8.000 18.290 11.000 20.290 12.000 22.560 13.330 27.950 15.000 26.130 , 20.000 22.520 29.000 21.380 30.000 19.070 _'_"_______________________________________________________________________________________________ Name: 25/29 Node: BNDYSE Type: Stage � ______Time(hrs) ______Staqe(ft) 0.000 25.000 13.000 27.000 30.000 28.000 ____"____'__'__________________________________________________ ' Name: 100/29 Node: SNDYSE Type: Stage Time(hrs) Stage(ft) _"______'_____ _______________ D.000 25.000 13.000 29.000 � 30.000 27.000 ' ___.-___ -__-__ _ __.... . . .. .._..__. _-.. -_-__.- _-___._. ..... . _.__.. ______- .___.. ...__._. . ._ ... .. . .. . ___. ..._.. Interconnected Channel and Pond Routing Model QCPR) 002002 Streamline Technoloei�s,Inc. Paee 19 of 19 , � Majestic Oaks Stormwater Management Report ' ' � 1 ' ' PRE-DEVELOPMENT ICPR 25 YR AND 100 YR STORM EVENTS ITYDROGRAPH INPUT-OUTPUT SUMMARIES, INDIVIDUAL BASINS ' � ' , � , � , ' r � May 2013 � ' Majestic Oaks ' Pre-Development. ._ .._ . . _ ._ . . . ... . .. .. . _. .._ . ._ . 25-Year/29 Hour 9/26/2(113,2:51:49 PM Basin Name: CRESTl Group Name: BASE ' Simulation: RUPPRE25 Node Name: CRESTI Basin Type: SCS Unit Hydrogiaph Unit Hydrograph: Uh256 Peaking Fator: 256.0 � Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time o£ Conc (min): 15.00 , Time Shift (hrs): 0.00 Area (ac): 1.990 Vol of Unit Hyd (in): 1.000 Curve Number: 87.000 DCIA (�'�): 0.000 Time Max (hrs): 12.10 � Flow Max (cfs): 8.25 Runoff Volume (in): 7.923 Runoff Volume (ft3): 52277 ' Basin Name: CREST2 Group Name: BASE Simulation: RUPPRE25 Node Narne: CREST2 Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 ' Status: Onsite Time of Conc (min): 15.00 Time Shift (hrsi: 0.00 Area (ac): 3.260 Vol of Unit Hyd (in�: 1.000 Curve Number: 85.000 ' DCIA ('�1: 0.000 Time Max (hr5): 12.10 Flow Max (cfs): 13.59 Runoff Volume (in): 7.119 Runoff Volume (£t3): 89955 ' __________________________' Basin Name: CREST3 Group Narne: BASE SimUlation: RUPPRE25 Node Name: CREST3 1 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 � Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 1.070 , vol of Unit Hyd (in): 1.000 Curve Number: 86.000 DCIA (-'�): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 9.50 Runoff Volume (in): 7.301 ' ----Runoff Volume (ft3): 26359 ___________________________'____________________________________________ Basin Narne: ELYSMIO ' Group Narne: BASE Simulation: RUPPRE25 NOde Name: ELYSMIO Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 � Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite � Time of Conc (min): 15.00 Interconnected Channel and Pond Routine Model(ICPR) 02002 Streamline Technologies,[nc. Page] of 7 1 ' Majestic Oaks , Pre-Uevelopment . _. _._ ... ._ . ._ . . . ... . . . . .. . . . . .. .. . .. . .. 25-Year/29-HOUr 9/26/2013,2:51:99 PM Time Shift�Ihrs): 0.00 Area (ac): 20.250 ' Vol of Unit Hyd (in): 1.000 Curve Number: 56.000 DCIA ('.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 91.89 Runoff Voliune (in): 3.605 , ----Runoff Volume (ft3): 265282 Basin Narne: ELYSM20 , Group Name: BASE Simulation: RUPPRE25 Node Name: ELYSM20 Basin Type: SCS Unit Hydmgiaph Unit Hydzograph: Uh256 Peaking Fator: 256.0 ' Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (his): 29.00 Status: Onsite � � Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 5.790 Vol of Unit Hyd (in): 1.000 Curve Number: 57.000 DCIA (�-;�,): 0.000 ' Time Max (hrs): 12.10 Flow Max (cfs): 12.33 Runoff Volume (in): 3.731 RUnoff Volume (ft3): 77795 ________'__________________________"_'________________________________""_____ ' Basin Name: ELYSM30 Group Name: BASE Simulation: RUPPRE25 Node Name: ELYSM30 Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc fmin): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 ' Storm Dura[ion (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Pime Shift (hrs): 0.00 Area (ac): 21.870 Vol of Unit Hyd (in): 1.000 Curve Number: 59.000 , DCIA (��.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 50.57 Runoff Volume (in): 3.976 Runoff Volume (ft3): 315686 , _______'_'_'_"__'________________________________________________ Basin Name: ELYSM90 Group Name: BASE Simulation: RUPPRE25 � Node Name: ELYSM90 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 � ' Rainfall File: Flmod Rainfall Amount (in)i 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 , Area (ac): 19.550 Vol of [lnit Hyd (in): 1.000 Curve Number: 62.000 DCZA (-.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 37.17 � Runoff Volume (in): 9.396 Runoff Volume (ft3): 229518 ___'____________________________________________________________________________ Basin Name: OFFNRTH ' .____.._ __..._ .____ _ . ... ._ .__... __.. ..._. .. . _ ..... . . ......_ .__...._ .__—._— _.____ Interconnected Channel and Pond Routing Model QCPR) �02002 Streamline Technologies,Inc. Page 2 of 7 , , Majestic Oaks , Pre-Development . . . .._ ...... . . ._.. .._ .... . . . . . _.. _ . 25-Year/24-Hour 9/26/2013,2:51:99 FM �� Group Narne: BASE Simulation: RUPPRE25 ' Node Name: OFFNRTH Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 � Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duratio❑ (hrs): 29.00 Status: Onsite Time of Canc (min): 15.00 Time Shift (hrs): 0.00 , Area (ac): 93.800 Vol of Unit Hyd (in): 1.000 Curve Number: 91.000 DCIA (':.): 0.000 Time Max (hrs): 1[.10 F1ow Max (cfs): 193.89 ' Runoff Volume (in): 7.910 Runoff Volume (ft3): 1257709 _______________________________'________________________________________________ , Basin Name: OFFWESTI Group Name: BASE Simulation: RUPPRE25 Node Name: OFFWESTI Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 ' Peaking Fator: 256.0 Spec Time Inc (min): 6.93 Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite , Time of Conc (min): 52.00 Time Shift (hrs): 0.00 Area (ac): 9.800 Vol of Unit Hyd (ini: 1.000 Curve Number: 56.000 DCZA (-'�): 0.000 ' Time Max (hrs): 12.58 Flow Max (cfs): 9.99 Runoff Volume (in): 3.606 Runoff Volume (ft3): 62831 ' _____________________________________________________________ Basin Name: OFFWEST2 Group Name: BASE Simulation: RUPPRE25 Node Name: OFFWEST2 Basin Type: SCS Unit Hydrograph � Unit Hydrograph: Uh256 Peaking Fator. 256.0 Spec Time Inc (min): 9.33 Comp Time Inc (min): 5.00 Rainfall File: Flmod , Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 70.00 Time Shift (hrs): 0.00 Area (ac): 18.600 Vol of Unit Hyd (in): 1.000 � Curve Numbe r. 60.000 DCIA („): 0.000 Time Max (hrs): 12.83 Flow Max (cfs): 18.17 Runoff Volume (in): 9.097 Runoff Volume (ft3): 276698 , Basin Name: OFFWEST3 Group Name: SASE ' Simulation: RUPPRE25 Node Name: OFFWEST3 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fato r. 256.0 Spec Time Inc (min): 9.87 � Comp Time Inc (min): 5.00 Rainfall File: Flmod Aainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 79.00 , Time Shift (hrsl: 0.00 Interconnected Channel and Pond Routing Model QCPR) �O'2002 Streamline Technologies,Inc. Page 3 of 7 , � Majestic Oak.s Pre-Development , 25-Year/29 Hour ...._..... .. . _ __._ . . _ . . . . ....._ . 9/26/2013,2 51:9`+ PM Area (ac): 42.200 � Vol of Unit Hyd (in): 1.000 ' Curve Number: 56.000 DCIA ('��.): 0.000 Time Max (hrs): 12.92 Flow Max (cfs): 39.06 Runoff Voliune (in): 3.608 Runoff Volume (ft3): 552753 � _______________________'________________________' Basin Name: PARK Group Name: BASE 1 Simulation: RUPPRE25 Node Name: PARKWET Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 � Peaking Fator: 256.0 Spec Time Inc (min): 8.13 , Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 61.00 � Time Shift ihrs): 0.00 � Area (ac): 21.100 Vol of Unit Hyd (in): 1.000 Curve Number: 63.000 DCIA ('��): 0.000 Time Max (hrs): 12.67 ' Flow Max (cfs): ?5.02 Runoff Volume (in): 9.966 Runoff Volume (ft3): 392097 _________________________________________________________________________'______ � Basin Name: RENOKB Group Narne: BASE Simulation: RIIPPRE25 Node Narne: RENOKB Basi❑ Type: SCS Unit Hydrograph � Unit Hydrograph: Uh?56 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 ' Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 12.700 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA ('-:.): 0.000 � Time Max (hrs): 12.10 Flow Max (cfs): 59.62 Runoff Volume (in): 7.595 Runoff Volume (ft3): 397899 i ________________________________________________________________________________ Basin Name: SE Group Name: BASE Simulation: RUPPRE25 Node Name: SNDYSE , Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 4.00 Comp Time Inc (min): 9.00 Rainfall File: Flmod 1 Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 30.00 Time Shift (hrs): 0.00 Area (ac): 5.200 ' Vol of Unit Hyd (in): 1.000 Curve Number: 81.000 DCIA (��): 0.000 Time Max (hrs): 12.27 F1ow Max (cfs): 19.93 Runoff Volume (in): 6.689 ' _---RUnoff Volume (ft3): 126258 ________________________________________________________________________ Basin Name: W1 ' Group Name: BASE .._... ..... ..... . . .. .. . ... ... .. ........ . . . . . . ..._ . . . Interconnected Channel and Pond Routing Model QCPR) �02002 Streamline Technologies,Inc. Page 4 of 7 ' ' Majestic Oaks � Pre-Development 25-Year/29-HOUr 4/26/2013,2:51:99 PM ._.._. .._ _. .... . _ .... .. _ . . .. ... ..._. . .... _... .. . . _ .__. _... _ _. .. Simulation: RUPPRE25 Node Name: W1 ' Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min;: 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod ' Rainfall Amount (inl: 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 0.700 , Vol of Unit Hyd (in): 1.000 Curve Number: H7.000 DCIA ('r�.): 0.000 Time Max (hrs): 12.1U Flow Max (cfs): 2.98 Runoff Volume (in): 7.923 � Runoff Volume Ift3): 18863 _____'_'___________________________________________________________________ Basin Name: W2 , Group Name: BASE Simulation: RUPPRE25 Node Name: W2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 ' Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 ' Time Shift (hrs): 0.00 Area (ac): 1.900 Vo1 of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA ('): 0.000 ' Time Max (hrs): 12.10 Flow Max (cfs): 8.17 Runoff Volume (in): 7.595 Runoff Volume (ft3): 52090 ' Basin Name: W3A Gioup Name: BASE Simulation: RUPPRE25 Node Name: W3A1 Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 3.97 Comp Time Inc (min): 3.97 Rainfall File: Flmod Rainfall Amount (in): 9.000 ' Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 26.00 Time Shift (hrs): 0.00 Area (ac): 9.600 Vol of Unit Hyd (in): 1.000 Curve Number: 83.000 � DCIA (-): 0.000 Time Max (hrs): 12.19 Flow Max (cfs): 19.19 Runoff Volume (in): 6.932 Runoff Volume (ft3): ll5759 , Basin Name: W3B . Group Name: SASE Simulation: RUPPRE25 ' Node Name: W3B Basin Type: SCS Unit Hydrograph Unit Hydzograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 3.33 Comp Time Inc (min): 3.33 ' Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 25.00 Time Shift (hrs): 0.00 ' Area (ac): 9.900. . ... ... . ... . . . ... _. _ ___.._ .___ ... _.__- - ._____.. Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 5 of 7 ' , Majestic OaKs Pre-Develooment ' �5-Year/29 Hour . . . . .. . .... ... .. .. . .. .. _.. .._ .. . . . . 9/26/2U13,2:51:99 PM _.____. ._ . ..._ .._... . . Vol of Unit Hyd (in): 1.000 Curve Number: 89.000 ' DCIA ('..): 0.000 Time Max (hrs): 12.17 Flow Max (cfs): 15.65 Runoff Volume (in): 7.057 Runoff Volume (ft3): 125517 � ________________________________________________________________________________ BaSin Name: W3C Group Name: BASE Simulation: RUPPRE25 , Node Name: W3C Basin Type: SCS �nit Hydrograph Unit Hydiograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 � Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Statas: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 1.100 ' Vol of Unit Hyd (in): 1.000 Curve Nwnber: 90.000 DCIA (''): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 4.83 , Runoff Volume (in): 7.789 Runoff Volume Ift3): 31101 ________________________________________________________________________________ Basin Name: W3D ' Group Name: BASE Simulation: RUPPRE25 Node Name: W3D Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 , Spec Time Inc (min): 9.00 Comp Time Inc (min): 9.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration ;hrs): 29.00 Status: Onsite ' Time of Conc (min): 30.00 Time Shift (hrs): 0.00 Area (ac): 1.800 Vol of Unit Hyd (in): 1.000 Curve Number: 87.000 DCIA (<.): 0.000 � Time Max (hrs): 12.29 Flow Max (cfs): 5.99 Runoff Volume (in): ?.923 Runoff Volume (ft3): 98504 _______________________" ' � Basin Name: W3E Group Name: BASE Simulation: RUPPRE25 Node Name: W3E Basin Type: SCS Onit Hydrograph � Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 ' Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 0.800 Vol of Unit Hyd (in): 1.00U , Curve Number: 82.000 DCIA (-): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 3.19 Runoff Volume (in): 6.812 Runoff Volume (ft3): 19781 , _______'________________________________________________________________________ Basin Name: W9 Group Name: BASE Simulation: RUPPRE25 ' . .__ __..—__. __..-_____.__ . ._____._.. . . __________. . .___.___—___. . ._...__ ____ . .___—.___._._ .. _. _ ._._.____.... interconnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technologies,Inc. Page 6 of 7 , ' Majestic Oaks � Pie-Development _.... .__... ........ ... . . ... .. . ... . ..... . ........ 25-Year/29-Hour 9/26/2013,2:51:99 PM -___ __—__ - Node Name: W9 Basin Type: SCS Uoit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fatox: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall Fi1e: Flmod Rainfall Amount (in): 9.000 , Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 0.900 Vol of Onit Hyd (in): 1.000 , Curve Number: 83.000 DCIA (::): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 1.62 Runoff Volume (in): 6.939 Runoff Volume (ft3): 10068 ' ' , � 1 i 1 1 1 � i 1 � Interconnected Channel and Pond Routing Model QCPR) �2002 Streamline Technologies,lnc. Page 7 of 7 ' � Majestic Oaks Pre-Development ' 100-Yeai/29-HOUr .. ... ........ .... .. ... . ... . . ._....... ._. .. 9/26/2013,2:53:5� FM Basin Name: CRESTI Group Name: BASE ' Simulation: RUPPRE100 Node Name: CRESTI Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 , Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 , Time Shift (hrs): O.00 Area (ac): 1.940 Vol of Unit Hyd (in): 1.000 Curve Number: 87.G00 DCIA ('-.�): 0.000 Time Max (hrs): 12.10 ' Flow Max (cfs): 11.39 Runoff Volume (in): 10.373 Runoff Volume (ft3): 73096 ________________________________________________________________________________ . ' Sasin Name: CREST2 Group Name: BASE Simulation: RUPPRE100 Node Name: CREST2 Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 , Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 3.260 Vol of Unit Hyd (in): 1.000 Curve Number: 55.000 � GCIA (<): 0.000 Time Max (hrs): 12.10 Flow Max (Cf5): 18.75 Runoff Volume (in): 10.111 Runoff Volume (ft3): 119653 ' _____________________________________________________________"__ Basin Name: CREST3 Group Name: BASE Simulation: RUPPRE100 Node Name: CREST3 ' Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 ' Rainfall File: Flmod � Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 1.070 � Vol of Unit Hyd (in): 1.000 Curve Number: 86.000 DCIA (��.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 6.21 Aunoff Volume (in): 10.292 , Runoff Volume (ft3): 39782 Basin Name: ELYSMIO ' Group Name: BASE Simulation: RUPPRE100 Node Name: ELYSMIO Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 � Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 � .___ . ____...... .. ______._ . ._.____—— __ . _____. .._...._. . .. ____.__ . _..... _. . _.._ ___.__ .__._ . __...__ Interconnected Channel and Pond Routing Model pCPR) 02002 Streamline Technologies,Inc. Page I of 7 � ' Majestic Oaks , Pre-Development 100-Year/29-HOUr 9/26/2013.2:53:57 FM.. . .. ..... . . ... . _ . . .. ... .... _ _... _.._... ...._ .. Time Shift (his): 0.00 Area (ac): 20.250 � vol of Unit Hyd (in): 1.000 Curve Number: 56.000 DCIA (� ): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 70.95 Runoff Volume (in): 5.996 ' Runoff Volume (ft3): 937090 � __________________________________________________________________ Basin Name: ELYSM20 � Group Name: BASE Simulation: RUPPRE100 Node Name: ELYSM20 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 , Spec Time I�c (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 24.00 Status: Onsite � Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 5.790 Vol of Unit Hyd (in): 1.000 Curve Number: 57.000 DCIA (�.): 0.000 ' Time Max (hrs): 12.10 Flow Max (cfs): 20.68 Ru�off Volume (in): 6.101 Runoff Volume (ft3): 127117 ' Basin Name: ELYSM30 Group Name: BASE Simulation: RUPPRE100 Node Name: ELYSM30 Basin Type: SCS Unit Hydrograph , Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 , Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (acl: 21.870 Vol of Unit Hyd (in): 1.000 Curve Number: 59.000 ' DCIA ("): 0.000 Time Max (hzs): 12.10 Flow Max (cfs): 83.09 Runoff Volume (in): 6.909 Runoff Voltune (ft3): 508797 ' '___'__'_____________________"_'______________________'__" Sasin Name: ELYSM40 Group Name: BASE Simulation: RUPPRE100 � Node Name: ELYSM90 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fa[o n 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 , Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 ' Area (ac): 19.550 Vol of Unit Hyd (in): 1.000 Curve Number: 62.000 DCIA (� ): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 59.90 � Runoff Volume (in): 6.865 Runoff Volume (ft3): 362595 ________'_______________________________________________________________________ ' Basin Name: OFFNRTH _.__.. _._.._ ..___ __—._.__ Intercunnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technologies,Inc. Page 2 of 7 ' ' Majestic Oaks ' Pre-Development ...._ _ ____ _. . . .. . ... . ... . .. ... . . . .. ... . . . . 100-Year/24-Hour 4/26/?_013,2:53:57 PM � Group Name: BASE �� Simulation: RUPPRE100 ' Node Name: OFFNRTH Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 ' Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 � Area (ac): 93.800 Vol of Unit Hyd (in): 1.000 Curve Number: 91.000 DCIA ('.�.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 262.60 ' Runoff Volume (in): 10.886 Runoff Volume (ft3): 1730806 ________________________________________'____'__________________________________ Basin Name: OFFWESTI ' Group Name: BASE Simulation: RUPPRE100 Node Name: OFFWESTI Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 ' Peaking Fator: 256.0 Spec Time Inc (min): 6.93 Comp Time Inc (min): S.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite ' Time of Co�c (min): 52.00 Time Shift (hrs): 0.00 Area (ac): 9.800 Vol of Unit Hyd (in): 1.000 Curve Number: 56.000 DCIA (':.): 0.000 ' Time Max (hrs): 12.58 Flow Max (cf5): 8.99 Runoff Volume (in): 5.991 Runoff Volume (ft3): 103511 ' BaSin Name: OFFWEST2 Group Name: BASE Simulation: ROPPRE100 Node Name: OFFWEST2 Basi❑ Type: SCS Unit Hydrograph ' Unit Hydroqraph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 9.33 Comp Time Inc (min): 5.00 Rainfall File: Flmod ' Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 70.00 Time Shift (hrs): 0.00 Area (ac): 18.600 Vol of Unit Hyd (in): 1.000 , Curve Numbe r. 60.000 DCIA ('-J: 0.000 Time Max Ihrsl: 12.83 Flow Max (cfs): 29.80 Runoff Volume (in): 6.559 Runoff Volume (ft3): 992830 ' ________________________________________________________________________________ Basin Name: OFFWEST3 Group Name: BASE ' Simulation: RUPPRE100 Node Name: OFFWEST3 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 9.B7 , Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 79.00 Time Shift (hrs): 0.00 ��. , _ . ._______ _--___.. _.. _.__.__— ______—__ ____._ _._.. ...___.. __.__._ __.._.. . ._.. . . ..._ ._._._ ..__ ... __ . ... Interconnected Channel and Pond Routing Modei(ICPR) �02002 Streamline Technoloeies,Inc. Page 3 of 7 ' , Majestic Oaks ' Pre-Development 100-Year/29-HOUr 4/26/2013,2:53:57 PM __.... ..__. .__. .__._.. ......_. .._.. . .. . . . . ... _ ___. . _._.._. _.___. .._.... Area (ac1: 92.200 Vol of Unit Hyd (in): 1.000 ' Curve Numben 56.000 DCIA (��): 0.000 Time Ma� (hrs): 12.83 Flow Max (cfs): 58.23 Runoff Volume (in): 5.945 ' Runoff Volume (ft3): 910639 ______________________________________________________________________ Basin Name: PARK Group Narne: BASE ' Simulation: RUPPRE100 Node Name: PARKWET Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 . Peaking Fato r. 256.0 Spec Time Inc (min): 8.13 ' Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 61.00 ' Time Shift (hrs): 0.00 Area (ac): 21.100 Vol of Unit Hyd (in): 1.000 Curve Number: 63.000 DCIA (':,): 0.000 Time Max (hrs): 12.67 ' Flow Max (cfs): 90.02 Runoff Volume (in): 7.011 Runoff Volume (ft3): 5369"78 ' Basin Name: RENOKB Group Name: BASE Simulation: RUPPRE100 Node Name: RENOKB Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (inl: 12.000 Storm Duration (hrs): 29.00 ' Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (aC): 12.700 Vol of Unit Hyd (in): 1.000 � Curve Number: B8.000 DCIA ("��): 0.000 ' Time Max (hrs): 12.10 Flow Max (cfs): 79.76 Runoff Volume (in): 10.502 Runoff Volume (ft3): 989159 , ______' __ Basin Name: SE Group Name: BASE Simulation: RUPPRE100 Node Narne: BNDYSE ' Basin Type: SCS Unit Hydroqraph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 9.00 Comp Time Inc (min): 9.00 Rainfall File: Flmod ' Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 30.00 Time Shift (hrs�: 0.00 Area (ac): 5.200 ' Vol of Unit Hyd (in): 1.000 Curve Number: 81.U00 DCIA (�-:.): 0.000 Time Max (hrs): 12.27 F1ow Max (cfs): 20.92 Runoff Volume (in): 9.578 , Runoff Volume (ft3): 180803 _____"____________'____________________________________________________ Basin Name: W1 � Group Name: BASE ... .. ....... .. _..____ .___... .....__ _.—.__.. Interconnected Channel and Pond Routing Model(ICPR) C�2002 Streamline Technologies,Inc Page 4 of 7 ' , Plajestic Oaks ' Pre-Development 100-Year/29-HOUr 9/26/2013,2:53:57 PM .... .. ..... _._.... . _ .._. .. . _ . . . . .._. . ... . _ .. . . _ .._. .._ . . .. . . . . . . ..._.. ._..._ Simulation: RUPPRE100 Node Name: W1 ' Basin Type: SCS Unit Hydrograph Unit Hyd:ograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): Z 00 Rainfall File: Flmod ' Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 0.700 ' Vol of Unit Hyd (in): 1.000 Curve Number: 87.000 DCIA (�+.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 9.09 Runoff Volwme (in): 10.373 ' ____Runoff Volame (ft3): 26357 ________________________________________________________________________ Basin Name: W2 , Group Name: BASE Simulation: RUPPRE100 Node Name: W2 Sasin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 � Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (his): 29.00 Status: Onsite Time of Conc (min): 15.00 � Time Shift (hzs): 0.00 Aiea (ac): 1.900 Vol of Unit Hyd (inj: 1.000 Curve Number: 88.000 DCIA ('�): 0.000 ' Time Max (hrs): 12.10 Flow Max (cfs): 11.18 Runoff Volume (in): 10.502 RunofP Volume (ft3): 72933 ' Basin Name: W3A Group Name: BASE Simulation: RUPPRE100 Node Name: W3A1 Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 3.97 Comp Time Inc (min): 3.97 Rainfall File: Flmod Rainfall Amount (in): 12.000 , Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 26.00 Time Shift (hrs): 0.00 Area (ac): 9.600 Vol of U�it Hyd (in): 1.000 Curve Number: 83.000 � DCIA f��): 0.000 Time Max (hrs): 12.19 Flow Max (cfs): 19.90 P.unoff Volume (in): 9.899 Runoff Volume (ft3): 169372 , ________________________________________________________________________________ Basin Name: W36 Group Name: SASE Simulation: RUPPRE100 ' Node Name: W3B Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fato r. 256.0 Spec Time Inc (min): 3.33 Comp 'Pime Inc (min): 3.33 , Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 25.00 Time Shift (hrs): 0.00 , ... Area (ac): 4.900... . . .. . Interconnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technologies,Inc. Page 5 of 7 � ' Majestic Oaks ' Pre-Development ..._._ . _ . . ._.... ... . .._._ _._. ._.. __.. 100-Year/29-Aour 9/26/2013,2:53:57 PM Vol of Unit�Hyd (in)�:�1.000 � Curve Number: 89.000 � DCIA (�..): 0.000 Time Max (hrs): 12.17 Flow Max (Cf5): 21.85 Runoff Volume (in): 9.979 Runoff Volume (ft3): 177500 ' __________________________________________'_________' __________'______ Basin Name: W3C Group Name: BASE Simulation: RUPPRE100 ' Node Name: W3C Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 � Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 ' Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 � Area (ac): 1.100 Vol of Unit Hyd (in): 1.000 Curve Number: 90.000 DCIA ('��): 0.000 Time Max (hrs): 12.10 Elow Max (cfs): 6.56 , Runoff Volume (in): 10.759 Runoff Volume (ft3): 92960 Basin Name: W3D ' Group Name: BASE Simulation: RUPPRE100 Nede Name: W3D Basin Type: SCS Unit Hydroyraph Unit Hydroqraph: Uh256 ' Peakinq Fator: 256.0 Spec Time Inc (min): 9.00 Camp Time Inc (min): 9.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite ' Time of Conc (min): 30.00 Time Shift (hrs): 0.00 Area (ac): 1.800 Vol of Unit Hyd (in): 1.000 Curve Number: 87.000 DCIA (':.): 0,000 ' Time Max (hrs): 12.27 Flow Max (cfs): 7.99 Runoff Volume (in): 10.373 Runoff Volume (ft3): 67775 ______________'_________________________________________'_____________ � Basin Name: W3E Group Name: BASE Simulation: RUPPRE100 Node Name: w3E Basin Type: SCS [lnit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 ' Storm Duration (hrs): 29.00 Status: Onsite Time of Conc Imin): 15.00 Time Shift (hrs): 0.00 Area (ac): 0.800 . Vol of Unit Hyd (in): 1.000 ' Curve Number: 82.000 DCIA (�:): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 9.98 Runoff Volume (in): 9.713 Runoff Volume (ft3): 28206 , _____________________________________ Basin Name: w9 Group Name: BASE Simulation: RUPPRE100 � _____ _-___._. __...... .. _______.. ... .. ____. _.___.. . ...__.__ .._.. .__. .__._. . ._.___ . .. _______—._ .__--___ ... __. [nterconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 6 of 7 , , Majestic Oaks , Pre-Development ...._.. . . . . __ ...... . . .. ..... . _..... . ._.._. . ... 100-Year/29-Houz 9/26/2013,2:53:57 FM ._�.._ Node Narne: W9 ...__ . ..___.�. Basin Type: SCS Unit Hydrograph ' Unit Hydio9raph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 ' Storm Duration (hrs): 29.00 � Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs1: 0.00 Area (ac): 0.900 Vol of Unit Hyd (in): 1.000 ' Curve Numbe r. 83.OU0 DCIA ('-:): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 2.26 Runoff Volume (in): 9.896 Runoff Volume (ft3): 14297 ' , ' ' ' � � � , ' , 1 ' _._ __ ..__._ .. __.__ _—.___. .____.___ . . _ - __ __ ._._ ____ _._-.. _. ..____._ __._ .. . . .__. _.__- __ ... . .__ _._-_ Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 7 of 7 , , Majestic Oaks Stormwater Management Report , ' ' i 1 ' PRE-DEVELOPMENT ICPR 25 YR AND 100 YR STORM EVENTS ROUTING SUMMARIES , ' ' ' ' � , , ' , ' May 2013 � 0 � an R 0. mow ,'��,u a ',. � r. `+r.N� ,yri`.� m� a y.i .. 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'�� r+xxxFCaau�v��rn(Lfilr]a.a4.`,4,y W o. Hti,-iN 33 'i N � ,-�,, '. x�uuuc�uuuaaaa��o�a �'�000� I � yn�Y�� UU �DO�P�O qC]�o.�.aww 333 'i � O v � � r�i o� � .�-� � �w.+m _ � _ - - - � - _ _ - - - - _ _ - _ - . � Majestic Oaks Stormwater Management Report � ' , ' 1 � POST-DEVELOPMENT ANALYSIS ' ' ' , ' , , ' ' , ' May 2013 � , Majestic Oaks Stormwater Management Report , 1 ' ' , 1 POST-DEVELOPMENT BASIN INFORMATION SHEETS 1 1 1 1 i 1 1 1 i 1 , May 2013 ' , , Runoff Curve Number ' Project: Majestic Oaks By: RND Date: April 9,2013 Location: Basin POND10 Checked: Date: , Circle one: Pre-Dev Post-Dev '�:Sait#:�:�:�:�:�:Soil:l4ame��:�: : :':Ni!drolpgic:::::: : �:�EoYei•D'esGrip�ivn::::::�:�C�l� �:�trea:�:�:�Ar.oduct:::: �:��.F?:�:�:�:- �� "-:of::;::: ':'f'•: ��'re�� C a � :��Plflellas�:�:�:�:�:�:�:�:�:�:�:� � :�:(cpver.'type;treatmertt;and:�:�:�:�: : ae. s}:�. . Nxa e . , .r. . E . ::Cdun}y:: ::hyaliolbgiic:4bnilitioirJ:;::::'jati.: : �:�Sol1-:-:�:�:�:-:-:-:-:�:�:�:-: :� �:�2-2- �- �'�S'uf�€�)�:�:�:�:�:�:�:�:�:�:�:�: : , 17 MYAKKA 8/D Water 100 1.10 110.0 , Paved parking lots,roofs, 17 MYAKKA 8/D driveways,etc.(excl.row) 98 0.50 49.0 17 MYAKKA 8/D Resid. 1/8 acre or less 92 3.50 322.0 , Open space, Good condition 17 MYAKKA B/D (grass cover>75%) 80 1.20 96.0 17 MYAKKA B/D Woods, Good condition 77 0.30 23.1 , � � ' 6.6 600.1 CN(weighted)=total producUtotal area 91 , ReferenCes: Urbun Hydraluf;y Jbr Srnull Water.eheds Technical Release 55, Soil Conservation ' Service,June 1986 i 1 1 ' RuppelCNpost POND10 4/29/2013 11:13 AM ' ' , Runoff Curve Number ' Project: Majestic Oaks By: RND Date: April 9,2013 Location: Basin POND20 Checked: Date: ' Circle one: Pre-Dev Post-Dev :�:Sa+`l.#:�:�:�:�:�:Soil:Name��:�: : :::Ni!dr.olpgic:::�:: : �:�Eovei D'esci�p�ip►l:::':'�:�C�11� �::�'e�:�:�:�Fr.vduC't:�:� :::9irau.F>:-:;:::: -' '�'�:�:-:� ��"i��' ��C � sea:�: '�'•A�� :�:(cAV.er.type;t�eatm�rU;and:�:.: : :�ae.es}::. . N X a , �:�fPi.e.las�:::::�:�:::�:�:::::�:� ::::�::::::::::::::::: :: . . . . . . . •::C:dun�y:::::::::::::::::::::::: :� :�:hydrolbgi�:4bnolitiarJ:::::::Tati.: :: �:�So[1�:-:-:�:�:�:-:�:�:�:�:�:�: :- ' '2-2' ' ��:Si�rvB'i�)�:�:�:�:�:�:�:�:�:�:�:�: : ' 2 ADAMSVILLE C Resid. 1/8 acre or less 90 0.20 18.0 , 2 ADAMSVILLE C Woods,Good condition 70 0.10 7.0 Paved parking lots,roofs, 17 MYAKKA 8/D driveways,etc.(excl.row) 98 1.20 117.6 , 17 MYAKKA B/D Water 100 1.20 120.0 17 MYAKKA 8/D Resid. 1/8 acre or less 92 10.70 984.4 , Open space,Fair condition(grass 17 MYAKKA 8/D cover 50-75%) 84 0.50 42.0 17 MYAKKA B/D Woods. Good condition 77 0.20 15.4 ' ' � 14.1 1304.4 , CN(weighted)=total product/total area 93 RBfer'ences: Urban Hydruingvli��'Small Wa�er.e/aed.c Technical Release 55, Soil Conservation � Service,June 1986 , , , � RuppelCNpost POND20 4/29/2013 11:13 AM ' , ' Runoff Curve Number � Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W3C Checked: Date: ' Circle one: Pre-Dev Post-Dev :�:SaiF.#:�:�:�:�:�:Soil:Naine:�'�: ' :::Flj!dr.olpyie::':': : �:�EbYer•DeSCrip�iprt:'::::�:�CTf� �:�trea:�:�:�Ar.oduC't:�:� �:��+:�.Fy:�:�:�:- -' .�vf.•'•'•" ':'�'a::: �'�f��d��••�•�: :�aar.es�:•:�:CNxae . :�(PiFlelh.rs:::::::::::::::::.::::: : :�:(c'liv.er.'type;tFeaUnEr[,afi . � . . }. : , .- �. . .:-:-'�'�'- '�:C:o�1ntY:::::::::::::::::::::::: :� :::hyalrvl'ogi�:�bnafiti.ortJ::.:.::jiti.; ;: �:�SoU-:�:�:�:�:-:�:�:-:-:�:�:�: :- . '2-y' '• �:�Si1rv��1�:�:�:�:�:�:�:�:�:�:�:�: : , 17 MYAKKA 8/D Water 100 0.23 23.0 � Woods-grass combination, Fair 17 MYAKKA 8/D condition 82 0.27 22.1 , ' ' ' , 0.5 45.1 CN(weighted)=total product/total area 9� � Refer'enCes: Urban Hydi'olu�fin'Small Warer.clzecl.r Technical Release 55, Soil Conservation Service,June 1986 ' � , ' � RuppelCNpost W3C 4/29/2013 11:13 AM ' , , Runoff Curve Number ' Project: Majestic Oaks By: RND Date: February 5,2013 Location: Basin W3E Checked: Date: ' Circle one: Pre-Dev ost-Dev '�:SD±F.#:�:�:�'�'�'Soil:Name�� :� :::t%!dr.olpgis:::::: :: �'�Eoye1:De�cr�ptipr!::::::�.�ClV� �:Are�:�:�:�Fr.oduC't:�:� :::'y�o,;p:::::::: :� ':'°r-:-:�: '••�••� ':'C'':'�•a::: :��Pi�elhas�:�:�:�:�:�:�:�:�:�:�:� � :�:(cpv.er.iype;tFearm�'+[f,•and:�:�:�:�: :�aa.es}:�. . Nxa e . � .r. . ::Cdv,pty:=: =:hy<Irql'ogii�:qbniiitiarJ:;:;:: Tati.- - �:�Soll�:-:-:�:�:�:�:�:-:-:�:�:�: :� : :2.y: ;: �'�Siriv�i')�:�:�:�:�:�:�:�:�:�:�:�: : � 17 MYAKKA 8/D Water 100 0.06 6.0 ' 17 MYAKKA B/D Woods, Good condition 77 0.24 18.5 , , ' ' ' 0.3 24.5 CN(weighted)=total producUtotal area 82 � Refe�enCeS: Urhan Hydrulut;y.j<�r Small Wa(er.checLr Technical Release 55, Soil Conservation ' Service,June 1986 � , , � RuppelCNpost W3E 4/29/2013 11:13 AM , , Majestic Oaks Stormwater Management Report � i i 1 i ' POST-DEVELOPMENT ICPR INPUT DATA � ' ' , , � � ' i i � May 2013 ' ' MAJE5T1� neAKs ' POST-DEVELOPMENT. . . .. . .. .... . .. . . . . . . . . . . . . ... . . . 9/26/2013,2:39:19 PM __ _ _________ ___ _________ __ ___ __________ Basins ----_-___--------____-___-___--____-_- ' Name: CRESTI Node CRESTI Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydzograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 � Rainfall Amountlin): 0.000 Time of Conc(min): 15.00 Area(ac): 1.940 Time Shift(hrs): 0.00 Curve Numbe r. 87.00 Max Allowable Q(cfs): 999999.U00 DCIA(-h): 0.00 t _________________'______________________________________________________'_______________'___________ Name: CREST2 Node: CREST2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Ducation(hrs): 29.00 � Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 3.260 Time Shift(hrs): 0.00 Curve Number: 85.00 Max Allowable Q(cfs): 999999.000 DCIA(��): 0.00 ' _____________________'________________'_ " ' Name: CREST3 Node: CREST3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 � Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 1.070 Time Shift(hrs): 0.00 Curve Number: 86.00 Max Allowable Q(cfsl: 999999.000 DCIA(',�): 0.00 ' _____'_______________' " ________________________________ Name: ELYSMIO Node: ELYSMIO Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 � Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Arealac): 20.250 Time Shift(hrs): 0.00 Curve Number: 56.00 Max Allowable Q(cfs): 999999.000 DCIA(P,): 0.00 ' __________________________________________'_' _____________________'___ Name: ELYSM20 Node: ELYSM20 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Facto n 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 � Area(ac): 5.790 Time Shift(hrs): 0.00 Cuive Number: 57.00 Max A1lowable Q(cfs): 999999.000 DCIA(+): 0.00 ' Name: ELYSM30 Node: ELYSM30 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 ' Area(ac): 21.870 Time Shift(hrs): 0.00 Curve Number: 59.00 Max Allowable 4(cfs): 999999.000 DCIA('!.): 0.00 ___________________________________'________________________________________________ ' Name: ELYSM40 Node: ELYSM40 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 ' Area(ac): 19.550 Time Shift(hrs): 0.00 Curve Number: 62.00 Max Allowable Q(cfs): 999999.000 DCIA("): 0.00 _______________________________________________'__________ ' Name: OFFNRTH Node: OFFNRTH Status: Onsite Group: BASE Type: SCS Unit tIydrograph CN Unit Hydroqraph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 ' Area(ac): 93.800 Time Shift(hrs): 0.00 Interconnectcd Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 18 ' , MP.JESTIC OAKS ' POST-DEVELOPMENT .._. ...._ ._ .. .__ .. .. ... .. .. . . ...... ... . . ... . 9/26/2013,2:39:15 PM Curve Number: 91.G0 Max Allowable 41cfs): 995999.000 ncrA1 ): o.ou ' ----------------------------------------------------------------- Name: OFFWESTI Node: OFFWESTI Status: Ons�te Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Facto r. 256.0 ' Rainfall File: Flmod S[orm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 52.00 Area(ac): 9.800 Time Shift(hrs): 0.00 Curve Number: 56.00 Max Allowable Q(cfs): 999999.000 DCIA(+�.): 0.00 , __________________________________________________' Name: OFFWEST2 Node: OFFWEST2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN U�it Hydrograph: Uh256 Peaking Factor: 256.0 ' Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 70.00 Area(ac): 18.600 Time Shift(hrs): 0.00 Curve Number: 60.00 Max Allowable Q(cfs): 999999.000 DCIA('�'�,): 0.00 , _____________________________________________'_____________________________ _'_ Narne: OFFWEST3 Node: OFFWEST3 Status: Onsite Group: BASE Type: SCS Onit Hydrograph CN Unit Hydrograph: Uh256 PeaY,ing Factor: 256.0 ' Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 74.00 Area(ac): 92.200 Time Shift(hrs): 0.00 Curve Number: 56.00 Max Allowable 4(cfs): 999999.000 DCIA(.i: 0.00 ' _______________________________________________________________'__'__________________________'______ Name: PARK Node: PARKWET Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 ' Rainfall File: Flmod Storm Duration(hrs): 29.00 Rainfall Amount(in): 0.000 Time of Conc(min): 61.00 Area(ac): 21.100 Time Shift(hrs): 0.00 Curve Numbe r. 63.00 Max Allowable Q(cfs): 999999.000 DCIA(-:�): 0.00 ' _'____________________________________'_""__' "' Name: POND10 Node: POND10 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 ' Rainfall Amountlin): 0.000 Time of Conc(min): 15.00 Area(ac): 6.600 Time Shift(hrs): 0.00 Curve Number: 91.00 Max Allowable Q(cfs): 999999.000 DCIA(-.): 0.00 � ____________________________________________________________________________________'_'_'___________ Name: POND20 Node: POND20 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Onit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.OU ' Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 19.100 Time Shift(hrsl: 0.00 Curve Number: 93.00 Max Allowable Q(cfs): 999999.000 DCIA(;): 0.00 ' __________'________________'________________________________________________________________________ Name: RENOKB Node: RENOKB Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 ' Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 12 J00 Time Shift(hrs): 0.00 Curve Number: 88.00 Max Allowable Q(cfs): 999999.000 DCIA(�.:): 0.00 ' _'__'___'__"_'____'__________________'___""'_""""____________________________________________ Name: W3C Node: W3C Sta[us: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 29.00 ' Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 2 of 18 i ' MFIJESTIC OAKS ' POST-DEVELOPMENT . ....... . . . . . .. . . ... . ... .......... 4/26/2013,2:39:19 PM Area(ac): 0.500 Time Shift(hrs): O.UO Curve Number: 90.00 Max Allowable Q(cfsl: 999999.000 DCIA(�-.): 0.00 ' _____________________________________ _______________________________________________ Name: W3E Node: W3E Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN ' Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.OG Area(ac): 0.300 Time Shift(hrs): 0.00 Curve Number: 82.00 Max Allowable Q(cfs): 999999.000 DCIA(��):�0.00 ' __= Nodes =___-_---_-__________ ___--_-__--___�_-----_-_____- --____-__--_----- ' Name: BNDYSE Base Flow(cfs): 0.000 Init Stage(ft): 25.000 Group: BASE Warn Stage(ft): 30.000 Type: Time/Stage ' ______T_me(hrs) ______Stage(ft) 0.00 17.000 30.00 17.000 _____________________________________________' ' _________ Name: CRESTI Base Flow(cfs): 0.000 Init Stage(ft): 91.200 ' Group: BASE Warn Stage(ft): 93.200 Type: Stage/Volume Stagelft) Volume(af) _______________ _______________ ' 91.200 0.0000 92.200 0.0610 93.200 0.1420 ' _____________________________________'__________ Name: CREST2 Base Flow(cfs): 0.000 Init Staqe(ft): 39.200 ' Group: BASE Warn Stage(ft): 93.200 Type: Stage/VOlume Stage�ft) Volume(af) ' 39.200 0.0000 90.200 0.0770 91.200 0.1790 92.200 0.2930 93.200 0.9350 __________________________'_"'_____________________'_" _" � Name: CREST3 Base Flow(cfs): 0.000 Init Stage(ft): 38.200 Group: BASE Warn Stage(ft): 92.700 Type: Stage/VOlume , ______Stage(ft) _____Volume(af) 38.200 0.0000 39.200 0.0380 90.200 0.090G 91.200 0.1550 92.200 0.2350 ' 92.700 0.2810 Name: ELYSMIO Base Flow(cfs): 0.000 Init Stage(ft): 68.200 Group: BASE Warn Stage(ftl: 79.200 Type: Stage/VOlume � ' ______Stage(ft) _____VOlume(af) 68.150 0.0000 69.200 0.7500 ' 70.200 1.5600 71.200 2.9200 72.200 3.3900 73.200 9.3300 79.200 5.3700 ' Name: ELYSM20 Base F1owlcfs): 0.000 Init Stage(ft): 62.200 Group: BASE war❑ Stage(ft): 68.200 Type: Stage/VOlume ' Stage(ft) Volume(af) _. .. ..__ . . . . .._. ___ Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 3 of 18 ' , MAJESTIC OAKS POST-GEVELOPMENT ' 9/26/2013,2:3a:19 PM ...._... .. ..._.. _....... . ... . .. ._ .... .. .. . .. . ...... . . _____ ___ _______________ 62.150 0.0000 63.200 OJ900 ' 69.200 1.6900 65.200 2.5400 66.200 3.5000 67.200 9.5300 68.200 5.6100 ___________________________'___________________ ' Name: ELYSM30 Base Flow(cfs): 7.500 Init Stage(ft): 49.200 Group: BASE Warn Stage(ft): 55.200 Type: Stage/VOlume ' ______Stage(ft) Volume(af) 99.150 0 0000 50.200 0.5900 51.200 1.1100 52.200 1.7900 53.200 2.9200 ' S9.200 3.1300 55-200 3.9000 _________'_'_ ____________________'______ Name: ELYSM90 Base Flow(cfs): 0.000 Init Stage(ft): 45.700 Group: BASE � Warn Stage(ft): 51.200 Type: Stage/VOlume ' Stage(ft) Volume(af) _______________ __________'____ 95.700 0.0000 ' 96.200 0.1100 97.200 1.0900 9&.200 1.7900 99.200 2.5900 50.200 3.9700 51.200 9.3700 ' ____________________________________________________ Name: MCBNDY Base Flow(Cfs): 0.000 Init Stage(ft): 17.000 Group: BASE warn Stage(ft): 30.000 Type: Time/Stage ' ______Time(hrs) ______Stage(ft) 0.00 17.000 30.00 17.000 __________________________________'_________________________________" ' Name: MULCRI Base Flow(cfs): 0.000 Init Stage(ft): 92.000 Group: BASE warn Stage(ft): 52.000 Type: Stage/Area Stage(ft) Area(ac) ' --------_92.000 __--__---0 0050 98.000 0.0300 52.000 0.1600 ________________________________________________________"_"_____________________________ , Name: MULCR2 Base Flow(cfs): 0.000 Init Stage(ft): 90.000 Group: BASE Warn Stagelft): 99.000 Type: Stage/Area Stage(ft) Arealac) ' 90.000 0.0050 43.000 0.0100 48.000 0.1100 99.000 0.9100 __________________________________________________________________________________________ ' Name: MOLCR3 Base Flow(cfs): 0.000 Init Stage(ft): 90.000 Group: BASE Warn Stage(ft): 98.000 Type: Stage/Area , ______Stage(ft) Arealac) 90.000 0.0050 97.000 0.0800 99.000 0.1000 __________________________________________________________________________________________ ' Name: MULCR9 Base Flow(cfsl: 0.000 Init Stagelft): 38.000 Group: BI�SE Warn Stage(ft): 92.000 Type: Stage/Area Stage(ft) Area(ac) ' .______ ._.______ .--- _ _.._._ .______. _ _ _-_-_-___ _ _._--. -__-____. __. ._ . ..... . . . .. .._._._ ..._ ____-._--..__ __._ Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 4 of 18 ' , MAJE5T1� �AKS ' POST-DEVELOPMENT ... .. _..... . . ._..._... .. . . . _._. . ._. .._ . ... . _ .. . 9/26/2013 2:39:19 FM ______ _____ _______________ 38.000 0.0500 92.000 0.1700 ' ______ ______________________________'______________'_ Name: OFFNRTH Base Flow(cfs): 0.000 Init Stage(ft): 50.550 Group: BASE Warn Stage(ft): 59.000 Type: Stage/Area � ______Stage(ft) _______Area(ac) 50.500 0.5000 52.000 0.7300 53.000 0.8500 � ' S9.000 0.9800 ______________________________________'____________" ' '_______ Name: OFFWESTI Base Flow(cfs): 0.000 Init Stage(ft): 57.500 Group: BASE Warn Stage(ft): 60.000 Type: Stage/Area ' __'___Stage(ft) _______Area(ac) 57.500 0.0500 58.000 0.1800 59.000 0.8200 . ' 60.000 0.9600 ________'____________ _' '_' ' ' Name: OFFWEST2 Base Flow(cfs): 0.000 Init Stage(ft): 53.000 Group: BASE Warn Stage(ft): 58.000 Type: Stage/Area � Stage(ft) Area(ac) 53.000 0.5100 59.000 0.5700 ' S5.000 0.6100 56.000 0.6600 58.000 1.8300 Name: OFFWEST3 Base Flow(cfs): 0.000 Init Stage(ft): 99.000 � Groap: BASE Warn Stage(ft): 50.000 Type: Stage/Area Stage(ft) Area(ac) _______________ _______________ ' 99.000 0.0060 97.000 0.2200 99.000 0.9600 50.000 1.5900 Name: PARKWET Base Flow(cfs): 0.000 Init Stage(ft): 59.000 ' Group: BASE Warn Stage(ft): 61:000 Type: Stage/Area Stage(ft) Area(ac) _______________ _______________ , 59.000 0.7100 60.000 1.4100 61.000 2.9500 " ____________1______________'_________ Name: POND10 Base Flow(cfs): 0.000 In't Stage(ft): 38.700 ' Group: BASE warn Stage(ft): 92.500 Type: Stage/Area Stage(ft) Area(ac) _______________ ____'__________ ' 38.700 0.7600 --------'42-500----------L 1300 _______"_________________________________ Name: POND20 Base Flow�cfs): 0.000 Init Stage(ft): 33.500 Group: BASE Warn Stage(ft): 38.000 , TYPe: Stage/Area Stage(ft) Area(ac) ______________' _'_'___________ 33.500 0.7700 , 38.000 1.1100 ___________________ __________________________'_______________________________ Name: RENOKB Base Flow(cfs): 0.000 Init Stagelft): 93.900 Group: SASE Wazn Staqe(ft): 96.000 Type: Stage/VOlume ' .. ... . .__..___.____-_-_. __.-____ _._.. . ...__-_ ______. . _.._. . . . .__._ _.._. .__._. . .. __ ___. huerconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 5 of 1 S � ' �JESTr� o�s POST-DEVELOPMENT ' 9/26/2013,2:35:19 PM.__.. .. . .__.. . ....._.... . . ... . . . . _ .. . . __... . Stage(ft) Volume(af) ' 93.900 O.0000 99.500 0.3200 95.000 0.6100 95.500 0.9200 96.000 1.9200 ' _________P_____________'______________'___________________ ' Name: W3A Base Flow(cfs): 0.000 Init Staqe(ft): 32.000 Gzou BASE Plunge Factor: 1.00 Warn Stage(ft): 92.000 Type: Manhole, Flat Floor ' ___'__Stage(ft) _____'_Area(ac) 32.000 0.0006 92.000 0.0006 Name W3C Base Flow(cfs): 0.000 Init Stage(ft): 29.000 ' Group: BASE Warn Stage(ft): 91.000 Type: Stage/Area Stage(ft) Aiea(ac) ' 29.000 0.0100 91.000 0.0200 _'_________________________________________________________________________ Name: W3E Base Flow(cfs): 0.000 Init Staqe(ft): 37.000 ' Group: BASE Warn Stage(ft): 92.000 Type: Stage/Area Stage(ft) Area(ac) _______________ ___________'___ ' 37.000 0.0100 92.000 0.0200 __________________________________________________________________________________________ Name: W9 Base F1owlcfs): 0.000 Init Stage(ft): 95.000 Group: BASE Warn Stage(ft): 50.000 Type: Stage/Area � Stage(ftl Area(ac) 95.000 0.0030 ' _---===_-50.000_____-____0.0300-===-_-_-------_---__-_________________--_------_ = Cross Sections = Name: XS3A1 Gro�p: BASE ' Encroa�chment: No Station(ft) Elevation(ft) Manninq's N _______________ _______________ ______"'__'___ -16.000 37.000 0.095000 , -8.000 36.000 0.095000 0.000 35.000 0.095000 10.000 35.000 0.095000 16.500 36.000 0.095000 21.000 36.600 0.095000 ' ______________________________________________P.___'__'_______ Narne: X53A2 Grou SASE Encroachment: No Station(ft) Elevation(ft) Manning's N ' -9.500 32 000 0.095000 -8.000 31.000 0.0950U0 -6.000 30.000 0.095000 -9.000 29.000 0.095000 -2.000 28.000 0.095000 ' 0.000 27.000 0.095000 1.500 27.000 0.045000 9.000 28.000 0.095000 7.000 29.000 0.095000 9.500 30.000 0.045000 11.500 31.000 0.095000 13.500 32.000 0.045000 , ------------------------------------------p----------- Name: XS3A3 Grou BASE Encroachment: No ' -_.___ ___. __.___ . . . . ... .. . ... ..._ .. . . ._..___ -...._ __-_-__ _____ ._.____ lnterconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 6 of 18 ' , MAJESTIC OZiICS ' POST-DEVELOPMENT ...... . .. ... ... . .. .. .. .. . .. ....... . ... . 9/26/2013,2:39:19 PM Station(ft) �Elevation(ft) �� Manning's N -10.000 30.000 0.095000 � -7.500 29.000 0.095000 -5.000 28.000 0.045000 -2.500 27.000 0.095000 0.000 26.000 0.095000 2.000 26.000 0.095000 4.000 27.OU0 0.095000 5.500 28.000 0.095000 � 7.500 29.000 0.095000 9.500 30.000 0.095000 Name: X53B1 Group: BASE Encroachment: No � Station(ft) Elevation(ft) Manning's N _______________ ______________' _______________ -9.000 91.000 0.038000 -6.000 90.000 0.038000 ' -9.000 39.000 0.038000 -2.000 38.000 0.038000 0.000 37.000 0.038000 2.500 37.000 0.038000 5.000 38.000 0.038000 7.000 39.000 0.038000 , 9.500 90.000 0.038000 ---------12.000--------__91.000--------0.038000-------'_ Name: X53B2 Group: BASE Encroachment: No ' ____Stat=on(ft) Elevation(ft) Manning's N -95.000 39 500 0 038000 -30.000 39.000 0.038G00 -24.000 33.000 0.038000 ' -18.000 32.000 0.038000 -12.000 31.000 0.038000 -6.000 30.000 0.038000 0.000 29.000 U.038000 1.500 29.000 0.036000 5.000 30.000 0.038000 ' 7.000 31.000 0.038000 9.500 32.000 0.038000 12.500 33.000 0.038000 15.500 39.000 0.038000 17.500 35.000 0.038000 __________"_________________________________________________________ , Name: X53C1 Group: BASE Encroachment: No Station(ft) Elevation(ft) Manning's N , -18.000 41.000 0.045000 -9.500 90.000 0.045000 -7.000 39.000 0.045000 -5.000 38.000 0.045000 -2.500 37.000 0.095000 0.000 36.000 0.045000 , 1.000 36.000 0.045000 3.000 37.000 0.095000 5.000 38.000 0.095000 7.000 39.000 0.095000 9.000 40.000 0.045000 11.000 91.000 0.045000 ' ___________'__'_______'___________ . ' Name: XS3C2 Group: BASE Encroachment: No Station(ft) Elevation(ft) Manning's N , ___"' __'_______'___' _'_____________ -22.000 40.000 0.095000 -19.000 39.000 0.045000 -15.500 38.000 0.095000 -12.500 3i.000 0.095000 -9.500 36.000 0.095000 ' -6.500 35.000 0.095000 -4.000 39.000 0.095000 -2.000 33.000 0.095000 0.000 32.000 0.045000 0.500 32.000 0.095000 3.000 33.000 0.045000 6.000 39.000 0.095000 1 9.000 35.000 0.095000 12.000 36.000 0.095000 15.000 37.000 0.095000 19.000 39.000 0.095000 21.000 39.000 0.045000 29.000 40.000 0.095000 , _._. .. . .. _.__ ___-__ _.-_._.. _. ...._ . _.. ___._- _______ ___.._ . .... .. .. ... . . . .. . ._ . ._ _ ... . . Interconnected Channei and Pond Routing Model QCPR) �02002 Streamline Technologies,Inc. Page 7 of I8 , , M:vJESTIC OAKS POST-DEVELOPMENT ' 4/'6/2iJ13 2:39:1y PM. ... ... . ......... . _ . . . .. ._ . .___. ______ ____ _______ _______ _________________P_______________ Name: XS3D1 Grou BASE Encroachment: No ' Station(ft) Elevationlft) Manning's N _________"'___ '_______'______ _______________ -11.500 92.000 0.026000 -7.000 41.000 0.026000 ' -2.500 90.000 O.U26000 0.000 39.900 0.026000 9.000 90.000 0.026000 11.000 91.000 0.026000 29.000 92.000 0.026000 _____________________'_______________________________________________ ' Name: X53D2 Group: BASE Encroachment: No Station(ft) Elevation(ft) Manning's N , _______________ _______________ _______________ -7.000 41.000 0.026000 -9.000 90.000 0.026000 -2.000 39.000 O.C26000 0.000 38.000 0.026000 11.000 38.000 0.026000 15.000 39.000 0.026000 � 19.000 90.000 0.026000 23.000 91.000 0.026000 ________________ Name: XS3E1 Group: BASE Encroachment: No 1 Stationfft) Elevation(Et) Ma�ning's N -5.500 92.000 0.095000 -3.500 91.000 0.095000 ' -2.000 90.000 0.045000 0.000 39.000 0.045000 9.000 39.000 0.095000 11.500 90.000 0.095000 19.000 91.000 0.095000 26.500 92.000 0.095000 ' ________________________________________P_______________ Name: X53E2 Grou BASE Enczoachment: No ' ____Station(ft) Elevation(ft) Manning's N -17.500 92 000 0 095000 -19.500 97.000 0.095000 -10.500 90.000 0.045000 -7.500 39.000 0.095000 -9.000 38.000 0.095000 ' 0.000 37.000 0.095000 2.000 37.000 0.095000 2.500 38.000 0.095000 5.000 39.000 0.045000 7.000 90.000 0.095000 9.SOU 91.000 0.095000 1 11.500 92.000 - 0.095000 ______________________ Name: XS9-3D Group: BASE Encroachment: No ' ____Station(ft) Elevation(ft) Manning's N -27.000 99.500 0.000000 0.000 99.000 0.000000 31.000 95.000 0.000000 ' Name XSOFFI NRTH Group: BASE Encroachment: No � ____Sta[ion(ft) Elevation(ft) Manning's N -75.000 58 000 0 000000 0.000 57.500 0.000000 75.000 58.000 0.000000 - Name HSOFFI-OFF2 Group: HASE � EnCroaChment: NO Stationlft) Elevation(ft) Manning's N _______________ _______________ _______________ ' _- _.______.. .___-.._-_-___- .._ _._. _._._.__. .. ____. __.__. .... __. _____-_._ _____ . . ___ __.. Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 8 of I 8 � ' MAJESTIC OAKS , POST-DEVELOPMENT 9/26/2013 2:39:14 PM __.. . ._.__ __. ___. 93.000 58.000 0.000000 0.000 57.500 0.000000 53.000 58.000 0.000000 ' ____________________________'_________________p-_ _____________ Name: XSOFF2-OFF3 Grou BASE Encroachment: No , ____Stat_on(f�) Elevation(fL) Manning's N -97.000 58.000 0 000000 0.000 57.500 0.000000 97.000 58.000 0.000000 ' _______ Name: XSW1-3A GTOUp: BASE Encroachment: No Station(ft) Elevation(f[) Manning's N , -90.000 38 000 0.000000 -30.000 37.500 0.000000 0.000 37.300 0.000000 38.000 38.000 0.000000 ____________________________ ____ ____ __ _ _ __ _ ________________________________________ ' =====Pipes-=__ _--___------_----__-_--_-_______________ ________________------- Name: P3A-BNDY From Node: W3A Length(ft): 320.00 Group: BASE To Node: MCBNDY Count: 1 Friction Equation: Automatic , UPSTREAM DOWNSTREP.M Solution Algorithm: Most Restrictive Geometry: Rectanqular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.50 Rise(in): 98.00 9H.00 Exit Loss Coef: 1.00 Invert(ft): 32.00G 29.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc ' Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ' Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to ?5° wingwall flares , Name: PMi1LCR1-2 From Node: MULCRI Length(ft): 76.00 Group: BASE To Node: MOLCR2 Count: 2 eriction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Ccef: 1.00 ' Invert(ft): 92.670 93.690 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Cliplin): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None , Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' ____________________________________________________________________g_______________________________ Name: PMULCR2-3 From Node: Mi1LCR2 Len th(ft): 73.00 Group: BASE To Node: MULCR3 Count: 1 Friction Equation: Au[omatic 1 UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 92.00 En[rance Loss Ccef: 0.50 Rise(in): 92.00 92.00 Exit Loss Coef: 1.00 Invert(ft): 90.780 90.080 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spe r. Use dc or [w Top Clip(in): 0.000 0.000 Inlet Ctrl Sper. Use dc ' Bot Cli.p(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: - Circular Concrete: Square edge w/ headwall ' Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall '_______________________g__________" � Name: PMULCR3-9 From Node: MULCR3 Len th(ft): 250.00 Interoonnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 9 of 18 ' ' MAJESTIC Or1fC5 POST-DEVELOPMENT ' 9/26/2i113,2:39:19 FM ... ........ . ... . .... . .... .... .. . . ...... . Group: BASE To Node: MULCR9 Count: 2 � Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive ' Geometry: fiorz Ellipse Horz Ellipse Flow: Both Span(in): 38.00 38.00 Entrance Loss Coef: 0.50 Rise(in): 29.00 29.00 Exit Loss Coef: 1.OU Invert(ft): 91.850 38.050 Bend Loss Ccef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Cliplin): 0.000 0.000 Inlet Ctrl Spec: Ose dc Bot Cliplin): 0.000 0.000 Stabilizer Option: None ' Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ' Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Narne: POFF3-W3E From Node: OFFWEST3 Length(ft): 88.00 ' Group: BASE To Node: W3E Count: 2 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span�in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 38.00 38.00 Exit Loss Coef: 1.00 � Invertlft): 43.090 92.13G Bend Loss Coef: 0.00 ' Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None ' Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edqe Description: Horizontal Ellipse Concrete: Square edge with headwall � ________'___P.______________________________________________________g__' Name: PPARK-OFF1 From Node: PARKWET Len th(ft): 75.00 Grou BASE To Node: OFFWESTI Count: 3 Friction Equation: Automatic UPSTREAM DOWNS'LREAM Solution Algorithm: Most Restrictive Geometry: Cirwlar Circular Flow: Both ' Span(in): 29.00 29.00 Entrance Loss Coef: 0.50 Rise(in): 29.00 29.00 Exit Loss Coef: 1.00 Invert(ft): 59.200 59.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None ' Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: ' Cirwlar Concrete: Square edge w/ headwall Inverts assumed from lidar data, not surveyed. ' ' _" _"'_ Name: PW9-3A From Node: W9 Length(ftl: 688.00 Group: BASE To Node: W3A Count: 3 , Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): 92.000 37.180 Bend Loss Coef: 0.00 ' Manning's N: 0.013000 0.013000 Outlet Ctrl Spe r. Use dc or tw Top Clip(in): 0.000 0.000 Inlet C[rl Spec: Use dc eot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: ' Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall =__-Channels_________________ ___-___________--____ -___-_-__-__-___-__-__---_______ � ________________--_-__-____----____ Name: CH3C-3A From Node: W3C Length(ft): 295.00 Group: BASE To Node: W3A Count: 1 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 36.000 32.000 Flow: Both TC1pInitZlft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 1 _. . .___ . _ ....... ___._. ...___-__ .. ._ _-__.. . .____ ._. . _._-_.____.. . ___.-_______ . ____--___.___.. . . ... __.. .___. Interconnected Channel and Pond Routing Model QCPR) 002002 Streamline Technologies,Inc. Page 10 of 18 ' ' MAJESTIC OAKS ' POST-DEVELOPMENT . ....._. .... ..._ . . . _.. ... .. .. .. .. ..... .. . . .. . . . . .._ ... .. . .. .... .. . . 9/26/2013,2:39:19 PM Bot Clip(ft): �� Exit Loss Coef: 0.000 � � � Main XSec: XS3C1 XS3C2 Outlet Ctrl Spec: Ose dc or tw AuxElevl(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc ' Aux XSecl: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux xSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): � Rt5d51p(h/v): _________________'__________________________________________________________________________________ Name: CH3E-3C � From Node: W3E Lengthlft): 261.00 ' Group: BASE To Node: W3C Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 39.000 37.000 Flow: Both � TC1pInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 ' Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Lass Coef: 0.000 Main XSec: X53E1 X53E2 Outlet Ctrl Spec: Use dc or tw AuxElevl(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSecl: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 � Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ' ---_ Drop Structures -------------_°_-__----__------_--__---_-__-__--_---_____-___ Name: DS10-3A From Node: POND10 Length(ft): 92.00 � Group: BASE To Node: W3A Count: 1 OPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Sol�tion Algorithm: Most Restrictive Span�in): 29.00 29.00 Flow: Both Rise(in): 29.00 29.00 Entrance Loss Coef: 0.500 ' Invert(ft): 36.500 36.000 Exit Loss Ccef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall , Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *"* Weiz 1 of 3 for Drop Structure DS10-3A *** ' TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip�in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 ' *{ Span(in): 6.00 }* Invert(ft): 38.700 Rise(in1: 6.00 Control Elev(ft): 38.700 * Weir 2 af 3 for Drop Structure D510-3A * TABLE Count: 1 Bottom Clip(in1: �.000 Type: Vertical: Mavis Top Clip(in): 0.000 ' Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.00 Eavert(ft): 39.500 Aise(in): 23.90 ConCiol Elev(ft): 39.500 *** Weir 3 of 3 for Drop Structure DS10-3A *** � TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): U.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 � Span(in): 120.00 Invert(ft): 91.450 Rise(in): 99999.00 Control Elev(ft): 91.950 '___________________________________9_______________________________ Name: DS20-BNDY From Node: POND20 Len th(ft): 970.00 Grcup: BASE To Node: MCBNDY Count: 1 � UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 36.00 36.00 Flow: Both Rise(in): 36.00 36.00 Entrance Loss Coef: 0.500 Invertlft): 30.000 27.000 Exit Loss Coef: 1.000 ' Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Interconnected Channel and Pond Routing Model(ICPR) 002002 Streamline Technologies,Inc. Page 11 of 18 , ___ , MAJESTIC OAKS ' POST-DEVELOPMENT 9/26/2013 2:39:1q PM Top Clip�in): 0.000 0.000 Inlet Ctrl Spe r. Use dc � Bot Clip(in): U.000 0.000 Solution Incs: 10 ' Upstream FHWA Inlet Edge Gescription: Cirwlar Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall , *** Weir 1 of 3 for Drop Structure D520-BNDY *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Fleir Disc Coef: 3.200 � Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 15.00 Invert(ft): 39.500 Rise(in): 30.00 Control Elev(ft): 39.500 *** Weir 2 of 3 for Drop Structure D520-BNDY *** TABLE ' Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip�in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Ccef: 0.600 Span(in): 29.00 Invert(ft): 33.500 � � ** Rise(in): 9.00 **Control Elev(ft): 33.500 * Weir 3 of 3 for Drop Structare D520-BNDY * TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 ' Geometry: Rectangular Orifice Disc Ccef: 0.600 Span(in): 120.00 Invert(ft): 37.000 Rise(in): 99999.00 Control Elev(ft): 3"7.000 " __'____'_"_______'______________________________________________________ ' Name: DSCR1-W3E From Node: CRESTI Length(ft): 34.00 Group: BASE To Node: W3E Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both � Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 92.950 92.350 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl SpeC: U5e dC or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: ' Circular Concrete: Sqaare edge w/ headwall Downstream FHWA Inlet Edge Description: Cirwlar Concrete: Square edge w/ headwall , **' Weir 1 of 2 for Drop Structare DSCR1-W3E '** TABLE Count: 1 Bottam Clip(in): 0.000 Type: Veitical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangulaz Orifice Disc Coef: 0.600 , * Span(in): 98.00 }* Invertlft): 43.720 Rise(in): 99999.00 Control Elev(ft): 93.720 * Weir 2 of 2 for Drop Structure DSCR1-[V3E * TABLE Count: 1 Bottom Clip(i.n): 0.000 , Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Soth Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.78 Invert(ft): 92.280 Rise(in): 17.30 Control Elev(ft): 92.280 ' ____________P_______________________________________________________g__' Name: DSCR2-W3C From Node: CREST2 Len th(ft): B5.00 Grou BASE To Node: W3C Count: 1 OPSTREAM DOWNSTREAM Friction Equation: Automatic 1 Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 38.650 37.850 Exit Loss Coef: 1.000 Manning's N: 0.013000 0,013000 Outlet Ctrl Spec: Use dc or tw Top Clip�in�: 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 ' Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' .___-__ . ...... .___._. _____. ._ _____- ... _. . ...._.__-____._ . _.___.__ __. -.___-.._.. ___ ..____._. . . __...____ ._. _. . Interconnected Channel and Pond Routing Model(ICPR) O`-2002 Streamtine Technologies,Inc. Page 12 of 18 ' , t4�JESTIC OAKS POST-DEVELOPMENT ' 9i?.6/2013,2:39:19_FM . . . .... . . ._. ..._ . __. . ... . .. . ... . . _ . . . .__ *** Weir 1 of 2 for Drop Structure USCR2-W3C *** ' TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectanqular Orifice Disc Coef: 0.600 Span(in): 6.18 Invext(ft): 90.590 ' ** Rise(in): 23.90 *{COntrol Elev(ft): 40.590 * Weir 2 of 2 for Drop Structure DSCR2-W3C * TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 ' Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 98.00 Invert(ft): 92.580 Rise(in): 99999.00 Control Elev(ft): 42.580 . ' ____________p____'______________________""________________________g_____ Name: DSCR3-MC9 From Node: CREST3 Le❑ th(ftl: 50.00 Grou BASE To Node: MULCR9 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Alqorithm: Most Restrictive ' Span(inl: 38.00 3B.00 Flow: Both Rise(in): 29.00 29.00 Entrance Loss Coef: 0.500 Invert(ft): 38.650 38.050 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 ' Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ' *** Weir 1 of 2 for Drop Structure DSCR3-MC9 '** TABLE Count: 1 Bottom Clip(in): 0.000 Type: VertiCal: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 ' Geometry: Rectangular Orifice Disc Coef: 0.600 Spanlin): 1.15 Invert(ft): 39.150 Rise(in): 22.10 Control Elev(ft): 39.150 *** Weir 2 of 2 for Drop Structure DSCR3-MC9 *** TABLE � Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 48.00 Invert(ft): 90.990 Rise(in): 99999.00 Control Elev(ft): 90.990 ' _____________________________________________'__"""_'____________g__'____________________________ Name: DSELY510-20 From Node: ELYSMIO Len th(ftl: 80.00 Group: BASE To Node: ELYSM20 Count: 1 ' UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 29.00 29.00 Flow: Both Rise(in): 24.00 29.00 Entra�ce Loss Coef: 0.500 Invert(ft): 60.310 60.150 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Cliplin): 0.000 0.000 Inlet Ctrl Spec: Ose dc � Bot Clip(in): 0.000 0.000 Solutio❑ Incs: 10 Opstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circulaz Conciete: Square edge w/ headwall ' '** Weir 1 of 2 for Drop Structure DSELYSIO-20 *** TABLE Count: 1 Bottom Cliplin): 0.000 ' Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Soth Weir Disc Coef: 3.300 Geometry: Rectangular Orifice Disc Coef: 0.600 . Span(in): 18.00 Invert(ft1: 68.150 Rise(in): 99.10 Control Elev(ftl: 68.150 � '** Weir 2 of 2 for Drop Structure DSELYSIO-20 *** TABLE Co�nt: 1 Bottom Clip�in): 0.000 Type: Vertical: Mavis Top Cliplin): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometry: Rectangular Orifice Disc Coef: 0.600 � _____ __- .__.. .... _ ._. .._-_.__- ______ .___ .. . . .. .__._- ._.___ .__.__. .... .. .. ....... . .. ... . . Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technoloeies,Inc. Page 13 of 18 ' ' MAJESTI� �AKs POST-DEVELOPMENT ' 9/26/2013.2:39:19 PM. . . . . .... .. . . ... ... ..... . . . . . .__ _____. _._- Span(in): 120.00 Invert(ft): 72.240 Rise(in): 99999.OU Control Elev(ft1: 72 290 ' Name: DSELY520-30 From Node: ELYSM20 Length(ft): 310.00 Group: BASE To Node: ELYSM30 Count 1 UPSTREAM D047NSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive , Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Ccef: 0.500 Invert(ft): Sb.500 9"7.650 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Ose dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 ' Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FAWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' *** Weir 1 of 2 for Drop Structure DSELYS20-30 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 , Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.00 Invert(ft): 62.150 Rise(in): 68.60 Control Elev(ft): 62.150 *** Weir 2 of 2 for Drop Structure DSELYS20-30 **' ' TABLE Count: 1 Bottom Clip(inl: 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Uisc Coef: 3.300 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 120.00 Invert(ft): 67.870 ' Rise(in)[ 99999.00 Control Elev(ft): 67.870 ______________'______________________________ Name: DSELY530-90 From Node: ELYSM30 Length(ft): 70.00 Group: BASE To Node: ELYSM90 Count: 1 ' UPSTREPM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 9.5.100 92.650 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.01300G Outlet Ctrl Spec: Use dc or tw ' Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: ' Circular Concrete: Square edge w/ headwall *'* Weir 1 of 2 for Drop Structure DSELYS30-90 *** TABLE � Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 30.00 Invert(ft): 99.150 Rise(in): 64.90 Control Elev(ft): 99.150 , **' Weir 2 of 2 for Drop Structure DSELY530-90 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip�(in): 0.000 Flow: Both Weir Disc Coef: 3.300 Geometry: Rectangular Orifice Disc Coef: 0.600 � Span(in): 120.00 Invert(ft): 59.520 � Rise(in): 99999.00 Control Elevlft): 59.520 __""_ _'_"""'___'_______________ ' Name: DSELYS90-W9 From Node: ELYSM90 Length(ft1: 26.00 Group: BASE To Node: W9 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 42.00 42.00 Flow: Both Rise(in): 92.00 92.00 Entrance Loss Coef: 0.500 � Invertlft): 95.100 95.000 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip�in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' -....____. ._ .-____-_______ . _. __.. _._.__.. ___ ... .. ___ .__. ..._ . .. _... _. .. _. . __..__ ...__. _._.._. . .. _.._.. ]nterconnected Channel and Pond Routing Model(ICPR) C�2002 Streamline Technologies,Inc. Page 14 of 18 ' , MAJESTIC OAKS POST-DEVELOPMENT , 9/2F/2013.2:39:19 PM _.__ . .__. . . _.. ._ . . . . . . ..__. . _ ... .. _..__. Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' *** Weir 1 of 2 for Drop Structure DSELY59U-W9 **' TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 1 Flow: Both Weir Disc Coef: 3.300 � Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 120.00 Invert(ft): 99.150 Rise(in): 15 JO Control Elev(ft): 99.150 , *'* Weir 2 of 2 for Drop Structure DSELY590-W4 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): O.00U Flow: Both Weir Disc Coef: 3.300 . Geometry: Rectangular Orifice Disc Coef: 0.600 � Span�in): 120.00 Invert(ft): 50.460 Rise(in): 99999.00 Control Elev(ft): 50.460 _______________________________________________________g____________________' Name: DSNRT-CR1 From Node: OFFNRTH Len th(fU: SU.00 ' Group: BASE To Node: MULCRI Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 29.00 Flow: Both Rise(in): 29.00 29.00 Entrance Loss Coef: 0.500 Invert(ft): 49.200 98.700 Exit Loss Coef: 1.000 , Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ' Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure DSNRT-CR1 *** ' TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Soth Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 48.00 Invert(ft): 50.550 ' ** Rise(in): 36.00 **Control Elev(ft): 50.550 * Weir 2 of 2 for Drop Structure DSNRT-CR1 * TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 ' Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 120.00 Invert�ft): 53.550 Rise(in): 99999.00 Control Elev(ft): 53.550 ___________________________________________' '______Q_______________________________ � Name: DSREN-ML3 From Node: RENOKB Length(ft): 28.00 Group: BASE To Node: MULCR3 Coun[: 2 UPSTREAM DOWNSTREAM Friction E uation: Automatic Geometry: Circular Circular Solution Alyorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both ' Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 91.990 91.730 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc eot Clip(in): 0.000 0.000 Solution Incs: 10 Upstrearn FHWA Inlet Edge Description: ' Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall , *** Weir 1 of 2 for Drop Structure DSREN-ML3 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 � Span(in): 93.20 Invert(ft): 99.620 Rise(in): 26.60 Control Elev(ft): 99.620 *'* Weir 2 of 2 for Drop Structure DSREN-ML3 *** TAHLE � Count: I Bottom Clip(in): 0.000 ._..__ ______. _ . .__. ___. ._._. Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page I S of l8 ' , �7HJESTIC GAKS POST-DEVELOPMENT ' 9/26/2013.2:39:19 PM . . . . .. . . .. ... Type: Vertical: Mavis Top Clip(in): 0.000 � � � Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 1 Span(in): 151.00 Invert(ft): 96.890 Rise(in): 99999.00 Control Elevlft): 96.890 __= Weirs --_---_----------------------------__-_---------_°°°____-- , -----________________.___,- _- Name: WMUL9-3C From Node: MULCR9 Group: BASE To Node: W3C Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular , Span(in): 300.00 Rise(in): 99999.00 Invert(ft): 91.200 - Control Elevation(ft): 91.200 TABLE Bottom Clip(in): 0.000 , Top Clip(in): 0.000 . Weir Discharge Coef: 3.000 Orifice Discharge Coef: 0.600 _"____'____P_____________________________________________________________________________ ' � Name: WNRTH-CR1 From Node: OFFNRTH Grou BASE To Node: MULCRl Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 920.00 , Riselin): 99999.00 Invertlft): 59.500 Control Elevationlft): 59.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 2.600 ' Orifice Discharge Coef: 0.600 _'_______________________________________________'________________ Name: WOFF1-NRTH From Node: OFFWESTI Group: BASE To Node: OFFNRTH , Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XSOFFI-NRTH Invert(ft): 57.500 Control Elevation�ft): 57.500 ' Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): O.G00 Top Clip(ft): 0.000 Weir Discharge Coef: 2.500 Orifice Discharge Coef: 0.600 � _ "" '___'____________________ Name: WOFF1-OFF2 From Node: OFFWESTI Group: BASE To Node: OFFWEST2 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular � XSer. XSOFFl-0FF2 Invert(ft): 57.500 Control Elevation(ft): 57.500 Struct Opening Dim(ft): 9999.00 TABLE ' Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Ccef: 2.500 Orifice Discharge Coef: 0.600 ' __' _'__________________' ' Name: WOFF2-OFF3 From Node:�OFFWE5T2 Group: BASE To Node: OFFWEST3 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular ' XSec: XSOFF2-OFF3 Invert(ft): 57.500 Control Elevation(ft): 57.500 Struct Opening Dim(fU: 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 � Weir Discharge Coef: 2.500 Orifice Discharge Coef: 0.600 ____°___-__-_--_-_________-___-___--_-_-_____-____°________-_-______ -_-- Percolation Links °-___-__------_________--_---_--__-___---------- _- , ...._____- _ . __-.__.__ ._ ____-____. ._. __.__ ._-__ __._. _..___ _____ . ._ ___.____.. .. . .__._ __.._... . ..._ Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page I6 of 18 ' , MAJESTIC OAKS POST-DEVELOPMENT ' 9/26/2013 2 39:19 FM . _ . . _. _. . . _. .. . ._._. _ .... .. .. . . .. . Name: From Node: Flow: Both � Group: BASE To Node: Count: 1 Surface Area Option: Use lst Point in Stage/Area Table Vertical Flow Termination: Horizontal Flow Algorithm Aquifer Base Elevlft): 0.000 Perimeter 1(ft): 0.000 Water Table Elev(ft): 0.000 Perimeter 2(ft): 0.000 ***************'**'**********0.000 Perimeter 3(ft): 0.000 ' Horiz Conductivity(ft/day): 0.000 Distance 1 to 21ft): 0.000 Vert Conductivity(ft/day): 0.000 Distance 2 to 3(ft): 0.000 Effective Porosity(dec): 0.000 Num Cells 1 to 2: 0 SuctiOn Head(in): 0.000 Num Ce115 2 to 3: U Layer Thicknessf,ft): 0.000 , -__- Hydrology Simulations _______________—_----_------_--__---__°°°°°°_______-- , Name: RUPPOS100 Filename: C:\Users\Ryan Dempsey\Documents\Drainage\ICPR\RUppel Farm\POStdev2\RUPPOS100.R32 Override Defaults: Yes Storm Duration(hrs): 29.00 Rainfall File: Flmod Rainfall Amountlin): 12.00 ' Time(hrs) Print inc(min) _______________ _______________ 30.000 5.00 __'__'_"___________________________________________'_'____ , Name: RUPPOS25 Filename: C:\Users\Ryan Dempsey\Documents\Drainage\ICPR\RUppel Farm\POStdev2\RUPPOS25.R32 Override Defaults: Yes Storm Duration(hrs): 29.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 , Time(hrs) Print Inc(min) _______________ _______________ 30.000 5.00 ________________________________________________________________________________ ______________________'__- - _- - ___- _- - ___- ______________________- _- - _____- _____ ' ===_-Routing-Simulations-°__---_____________________________--_--_-_--___--_____-__-_ Name: RUPINFIL Hydrology Sim: Filename: C:\Users\Ryan Dempsey\DOCUments\Drainage\ICPR\Ruppel Farm\POStdev2\RUPINFIL.I32 Execute: No Restart: No Patch: No ' Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 75.00 Min�Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: ' RUPPEL FARM POST-DEVELOPMENT DRAWDOWN 2/15/13 ' Time(hrs) Print Inc(min) ______________' _______________ 999.000 15.000 Group Run BASE Yes ' _ __'__'_________________'_' '____________________'_' Name: RUPPOS100 Hydrology Sim: RUPPO5100 Filename: C:\USers\Ryan Dempsey\DOCUments\Drainage\ICPR\RUppel Farm\POStdev2\RUPPOSI0U.I32 Execute: Yes Restart: No Patch: No ' Alternative: No Max Delta Z(ft): 1.00 Delta Z Facto r. 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 3U.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 ' Boundary Stages: 100/29 Boundary Flows: RUPPEL FARM POST-DEVELOPMENT 100-YEP12/29-HOUR 2/11/13 ' Time(hrs) Print Inc(min) ----------- ----------- 999.000 15.000 Group Run _______________ _____ � BASE Yes . . ...... .. . ...______ _..... ..__—_______. ._...—_ ._.-_.. Interconnected Channel and Pond Routing Model QCPR) 02002 Streamline T�chnologies,Inc. Page 17 of 18 ' , MAJESTIC OAKS POST-DEVELOPMENT � A/26/2013,2:39:19 PM . . . ... ... ... ... ._.. . ._ . .. .... .. . . . . . ._..... . ' Name: ROPPOS25 Hydrology Sim: RUPPOS25 Filename: C:\USers\Ryan Dempsey\Documents\Drainage\ICPR\RUppel Farm\POStdev2\RUPP0525.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: O.00SUO ' Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: 25/29 Boundary Flows: RUPPEL FARM � POST-DEVELOPMENT 25-YEAR/29-HOUR 2/11/13 Time(hrs) Print Inc(mi�) � 999.000 15.000 � GrouP__________ Run BASE Yes -____Boundary Cond-tions_____________ __ __________________ __ _ ____ ____--_-------- � _ ______________________________YP-___g--______-_-___ Name: 25/29 Node: MCBNDY T e: Sta e Time(hrs) Stage(ft) ' 0.000 17.000 8.000 17.000 11.000 19.290 12.000 21.090 13.000 25.210 13.330 25.370 ' 19.000 25.000 18.000 22.590 29.000 20.820 30.000 18.520 ____________________________________________________________________________________________________ Name: 100/29 Node: MCBNDY Type: Stage � ______Time(hrs) ______Stage(ft) 0.000 17.000 a.000 ie.zgo 11.000 20.290 , 12.000 22.560 13.330 27.950 15.000 26.130 20.000 22.520 29.000 21.380 30.000 19.070 ' __________________"' " ____________________________________ Name: 25/29 Node: BNDYSE Type: Stage Time(his) Staqe(ft) o.000 zs.ouo i3.000 z�.000 ' 30.000 --__---29.000------- Name 100/29 Node BNDYSE Type: Stage Time(hrs) Stage(ft) ' _______________ _______________ 0.000 25.000 13.000 29.000 30.000 27.000 � ' ' � -___ .- _. . . __- .___._ .______-__.._. ._-_-- ___.. . . _.____.. ..._ ____..... . ___._ _._. ____ _-___. _ . .____. Interconnected Channel and Pond Routing Model QCPR) �02002 Streamline Technologies,Inc. Page I 8 of 18 ' ' Majestic Oaks Stormwater Management Report ' i 1 1 � ' POST-DEVELOPMENT ICPR 25 YR AND 100 YR STORM EVENTS ITYDROGRAPH INPUT-OUTPUT SUMMARIES, INDIVIDUAL BASINS ' ' , , ' � � � ' ' � May 2013 , ' MA�E5T1� DAKS ' POST-DEVELOPMENT 25-Year/29-Hour 9/26/2013,2:37:57 PM .. . . . . . . __.___.. . ... . Basin Name: CRESTI � � � � Group Name: BASE ' Simulation: RUPP0525 Node Name: CRESTI Basin Type: SCS Unit Hydrograph tlnit Hydroqraph: Uh256 Peaking Fatoi: 256.0 Spec Time Inc (min): 2.00 � Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 ' Time Shift (hrs): 0.00 Area (ac): 1.990 Vol of Unit Hyd !in): 1.000 Curve Number: 87.000 DCIA ("J: 0.000 Time Max (hrs): 12.10 ' Flow Max (cfs): 8.25 Runoff Volume (in): 7.923 Runoff Volume (ft3): 52277 ____________________________________________________________�___________________ ' Basin Name: CREST2 Group Name: BASE Simulation: RUPP0525 Node Name: CREST2 Basin Type: SCS Unit Hydrograph ' Onit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 ' Status: Onsite Time of Conc (min): 15.00 Time Shift (hxs): 0.00 Area (ac): 3.260 Vol of Unit Hyd (in): 1.000 Curve Number: 85.000 ' DCIA (��'): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 13.59 Runoff Volume (in): 7.119 Runoff Volume (ft3): 89955 ' _'_____________________"_'______ Basin Name: CREST3 Group Name: BASE Simulation: RUPP0525 Node Name: CREST3 ' Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fato r. 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 , Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): I5.00 Time Shift (hrs): 0.00 Aiea (ac): 1.070 . ' Vol of Unit Hyd (in): 1.000 Curve N�unber. 86.000 DCIA (-): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 9.50 Runoff Volume (in): 7.301 , --__RUnoff Volume (ft3): 28359 Basin Name: ELYSMIO � Group Name: BASE Sim�lation: RUPP0525 Node Name: ELYSMIO Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 ' SPec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite � Time of Co�c (mi�): 15.00 -__- ___._ .._.______ . ___-_-.__.. _. _.___. Intercomiected Channel and Pond Routing Model QCPR) �02002 Streamline Technologies,Inc. Page 1 of 5 t ' MAJE5T1� �AKS ' POST-DEVELOPMENT 25-Year/29-Hour 9/26/2013,2:37:57 PM . . . ...... .. . . ... . ... . . . .. . ....... _ . . ... _. .. . Tin�e Shift (hrs): 0.00 Area (ac): 20.250 ' Vol of Unit Hyd (in): 1.000 Curve Nwnber: 56.000 DCIA (-.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 91.89 Runoff Volume (in): 3.609 ' ____Runoff Volume (ft3l: 265292 ______________________________________________________________________ Basin Name: ELYSM20 � Group Name: BASE Simulation: RUPP0525 Node Name: ELYSM20 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 � Peaking Fator: 256.0 , Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 - Status: Onsite � Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 5.790 Vol of Unit Hyd (in): 1.000 Curve Number: 57.000 DCIA (�'.): 0.000 � Time Max (hrs): 12.10 Flow Max (cfs): 12.33 Runoff Volume (in): 3.731 Ranoff Volume (ft3): 77795 _____'__"__'________________________________________________ ' Basin Name: ELYSM30 Group Name: SASE Simulation: RUPPOS25 Node Name: ELYSM30 Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 ' Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 21.870 Vol of Unit Hyd (in): 1.000 Curve Niunber: 59.000 ' DCIA ('�'��): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 50.57 Runoff Volume (inl: 3.976 Runoff Volume (ft3): 315686 , _ ' _'___________________________ Basin Name: ELYSM90 Group Name: BASE Sim�lation: RUPPOS25 ' Node Name: ELYSM90 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 � Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 ' Area (ac): 19.550 Vol of Unit Hyd (in): 1.000 Curve Number: 62.000 DCIA (�:'.): 0.000 Time Max (hrs): 12.10 Flow MaY (cfs): 37.17 � Runoff Volume (in): 9.346 Runoff Volume (ft3): 229518 ________________________________________________________________________________ Sasin Name: OFFNRTH ' .._._____.. ..___ ___. ....___ _. .... _ ..____ . .._._ ._....... ... ______ _. ___._._.__. ... _._.._ .__._. Interconnected Channel and Pond Routing Model QCPR) �2002 Strcamline Technoloeies,Inc. Page 2 of 5 ' _ _ _ � MAJESTIC OAKS � POST-DEVELOPMENT 25-Year/29-Houz 9i26/2013,2:37:57 PM ...._._ ... _. ........ .. .__... . . . _.. .. _.. .. ._. ._. _ . ...._ . .._ ..._. _..__ Group Name: BASE Simulation: RUPP0525 ' Node Name: OFFNRTH Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fatoi: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 ' Rainfall File: Flmod Rainfail Amount (in): 9.00U Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 � ' Area (ac): 93.800 Vol of Unit Hyd (in): 1.000 Curve Number: 91.000 DCIA (-:): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 193.89 � Runoff Volume (in): 7.910 Runoff Volume (ft3): 1257709 , Basin Name: OFFWESTI Group Name: BASE Simulation: RUPPOS25 Node Name: OFFWESTI Basin Type: SCS Unit Hydrogxaph Unit Hydrograph: Uh256 ' Peaking Fator: 256.0 Spec Time Inc (min): 6.93 Comp Time Inc (min): S.UO Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite � Time oE Conc (min): 52.00 Time Shift (his): 0.00 Area (ac): 9.800 Vol of Unit Hyd 1in): 1.000 Curve Number: 56.000 DCIA ('-'�.): 0.000 � Time Max (hrs): 12.58 Flow Max (cfs): 9.94 Runoff Volume (in): 3.606 Runoff Volume (f±3): 62831 ' ________________________________________________________________________________ Basin Name: OFFWEST2 Group Name: BASE Simulation: RUPP0525 Node Name: OFFWEST2 Basi❑ Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peakinq Fator: 256.0 Spec Time Inc (min): 9.33 Comp Time Inc (min): 5.00 Rainfall File: Flmod ' Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 70.00 Time Shift (hrs): 0.00 Area (ac): 18.60� Vol of Unit Hyd (in): 1.000 ' Curve Number: 60.000 DCIA (�-): 0.000 Time Max (hrs): 12.83 Flow Max (cfs): 18.17 Runoff Volume (in): 9.097 Runoff Volume (ft3): 276646 � ____' ' ___________________________ Basin Name: OFFWEST3 Group Name: BASE , Simulation: RUPP0525 Node Name: OFFWEST3 Basin Type: SCS Unit Hydrograph Unit Rydrogiaph: Oh256 Peaking Fator: 256.0 � Spec Time Inc (minl: 9.87 ' Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 79.00 � ' Time Shift (hrs): 0.00 ._ __—_. _.__-. _.__. .._______ ___.. . _.______. Interconnected Channel and Pond Routing Model QCPR) 02002 Streamline Technologies,Inc. Page 3 of 5 ' ' MAJESTIC OFf:S ' POST-DEVELOPMENT _.. _.._ . . . ._... . . _.. . . _. . . .. ..._._ .._....._. _. 25-Year/24-Hour 9/26!20.3,2:37:Si PM ......._._ ........._.. ._. __._ Area (ac): 42.200 Vol of Unit Hyd (in): 1.000 ' Curve Number: 56.000 DCIA (�:'): 0.000 Time Max (hrs): 12.92 Flow Max (cfs): 39.06 Runoff Volume (in): 3.608 Runoff Volume (ft3): 552753 ' __________________'___________________________________________ Basin Name: PARK Group Name: BASE � ' Simulation: RUPP0525 Node Name: PARKWET Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 8.13 ' Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 61.00 Time Shift (hrs): 0.00 � Area (ac): 21.100 Vol of Unit Hyd (in): 1.000 Curve Numbe r. 63.000 DCIA ('.): 0.000 Time Max (hrs): 12.67 ' Flow Max (cfs): 25.02 Runoff Voliune (in): 9.966 Runoff Volume (ft3): 392047 ' Basin Name: FOND10 Group Name: BASE Simulation: RUPPOS25 Node Narne: POND10 Basin Type: SCS Unit Hydrograph � Unit Hydrograph: Uh256 Peaking Fato r. 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 ' Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 6.600 Vol of Unit Hyd (in): 1.000 Curve Numbe r. 91.000 DCIA ('<): 0.000 ' Time Max (hrs): 12.10 Flow Max (cfs): 29.21 Runoff Volume (in): 7.910 Runoff Volume (ft3): 189578 ' __________________'______________________________"_' Basin Name: POND20 Group Name: BASE Simulation: RUPPOS25 Node Name: POND20 , Basin Type: SCS Unit Hydrograph . Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod ' Rainfall Amount (in): 9.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 19.100 ' Vol of Unit Hyd (in): 1.000 Curve t7umber: 93.000 DCIA ('�:): 0.000 Time Max Ihrs): 12.10 Flow Max (cfs): 63.36 Runoff Voltune (in): 8.153 � ____Runoff Volume (ft3): 917296 Basin Name: RENOKB Group Name: BASE ' ___- _______-_ --__ __ .________ .__—_._ __..__. .__. . _ ___ ___..-__. .__.._ _ .. _____. _.____.._ .. . .. . ...__. ._._. Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 4 of� , ' MAJESTIC OAKS POST-DEVELOPMENT ' 25-Year/29-Hour 9�26/2013,2:37:57 PM . . . . . . ..__ .. _. _. ._.____ __. _._._.. _.. . . . .. . _.._. ___._ ...... . . Simuiation: RUPP0525 � � � Node Name: RENOKB ' Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh25h Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod ' Rainfall Amount (in): 9.000 Storm Duratior, (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 12.700 ' Vol of Unit Hyd (in): 1.000 Curve Number. BB.000 DCIA (-:): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 54.62 Runoff Volume (in): 7.595 � Runoff Volume (ft3): 397899 ________________________________________________________________________________ Basin Name: W3C , Group Name: BASE Simulation: RUPPOS25 Node Name: W3C Basin Pype: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fa[o r. 256.0 , Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 ' Time Shift (hrs): 0.00 Area (ac): 0.500 Vol of Unit Hyd (in): 1.000 Curve Number: 90.000 DCIA ('�): 0.000 � Time Max (hrsl: 12.10 Flow Max (cfs): 2.19 Runoff Volume (in): 7.789 Runoff Volume (ft3): 14137 ' Basin Name: W3E Group Name: BASE Simulation: RUPPOS25 Node Name: W3E Basin Type: SCS Unit Hydrograph , Unit Hydroqraph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 , Storm Duration (hrs): 24.00 Status: Onsi[e Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (acl: 0.300 Vol of [7nit Hyd (in): 1.00C Curve Number: 82.000 , DCIA (':.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 1.20 Runoff Volume (in): 6.812 Runoff Volume (ft3): 7918 ' � , , ..___. _..._ .._.... . _-_____.. . ._..-__ .__ .. . ____. _.._ __ .._-_._ __._._ ._ .__-_.___ .._.... .. . . ____ _._ .. ....___ Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 5 of 5 ' � MAJESTIC OAKS ' FOST-DEVELOPMENT 100-Yeaz/29-HOUr 9/26/2013,2:38:92 PM .._..._ _._. ..____ .._._._ _.. . .. . _.... . .... .... _. ... . __. ....._.. .. .. . .. .... _ .. .. Basin Name: CRESTI � Group Name: BASE ' Simulation: RUPPOS100 Node Name: CRESTI Basin Type: SCS Unit Hydrograph Unit Hydroyiaph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 ' Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hcs): 29.00 Status: Onsite Time of Conc (min): 15.00 � ' Time Shift (hrs): 0.00 Area (acl: 1.990 Vol of Unit Hyd (in): 1.000 Curve Numbec: 87.000 �ciA ��-�: o.000 Time Max (hrs): 12.10 ' Flow Max (cfs): 11.39 Runoff Volume (in): 10.373 Runoff Volume (ft3): 73096 _______________________________________________'__'_____________________________ ' Basin Name: CREST2 Group Name: BASE Simulation: RUPPOS100 Node Narne: CREST2 Sasin Type: SCS Unit Hydrograph 1 Unit Hydroqraph: Uh256 Peaking Fato r. 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 � Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 3.260 Vol of Onit Hyd lin): 1.000 Curve Number: 85.000 ' DCIA (��:.): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 18.75 Runoff Volume (in): l0.11l Runoff Vol�me (ft3): ll9653 , ________________________________________________________________________________ Basin Name: CREST3 Group Name: BASE Simulation: RUPPOS100 Node Name: CREST3 � Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 ' Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): C.00 Area (ac): 1.070 , vol of Unit Hyd (in): 1.000 Curve Number: 86.000 DCIA (':'�,): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 6.21 Runoff Volume (in): 10.242 � Runoff Volume (ft3): 39782 Basin Name: ELYSMIO ' Group Name: BASE Simulation: RUPPOS100 Node Name: ELYSMIO Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 , Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall P.mount (in): 12.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc ( in): 15.00 , ._______ . _..._—. ._. ._ _____.--__.. .. .____- _ ....... . ___._. .__.___... . . .. . __ __ ______ . . ... ... _.__._--__._.. . Interoonnected Channel and Pond Routing Model QCPR) 0�2002 Streamline Technologies,Inc. Page 1 of 5 ' � MAJESTIC OAKS POST-DEVELOPMENT ' 100-Year/29-Hour 9/26/2013,2:38:92 PM . ...... ..._.. ..._.._ ___.. ._. .. . . .... .._ . . . ... _..._ ...... _. .. ..... .. . . .. Time Shift (hrs): 0.00 Area (ac): 20.250 , Vol of Unit Hyd (in): 1.000 Curve Number: 56.000 DCIA ( ): U.000 Time Max (hrs): 12.10 Flow Max (cfs): 70.95 Runoff Volume (in): 5.996 ' Runoff Volume (ft3): 937090 ________________________________________________________________________ Basin Name: ELYSM20 ' Group Name: BASE Simulation: RUPPO5100 NOde Name: ELYSM20 Basin Type: SCS Unit Hydrograph U�it Hydrograph: Uh256 Peaking Fator: 256.0 � Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 , Time Shift (hrs): 0.00 Area (ac): 5.790 Vol of Unit Hyd (in): 1.000 Curve Number: 57.000 DCZA (��.): 0.000 ' Time Max (hrs): 12.10 Flow Max (cfs): 20.68 Runoff Volume (in): 6.101 Runoff Volume (ft3): 127117 � Basin Name: ELYSM30 Group Name: BASE Simulation: RUPPOS100 Node Name: ELYSM30 Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 , Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 21.870 vol of Unit Hyd (in): 1.000 Curve Number: 59.000 , DCIA (�'.): 0.000 . Time Max (hrs): 12.10 Flow Max (cfs): 83.09 Runoff Volume (in): 6.909 Runoff Volume (ft3): 508797 ' ________________________________________________________________ Basi❑ Name: ELYSM40 Group Name: BASE Simulation: RUPPOS100 � Node Name: ELYSM90 Basin Type: SCS Unit Hydroyraph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Eac (min): 2.00 Comp Time Inc (min): 2.00 � Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hisl: 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 ' Area (ac): 14.550 Vol of Unit Hyd (in): 1.000 Curve Number: 62.000 DCIA ('O: 0.000 Time Max (hrs): 12.10 Flow Max (cfs1: 59.90 � Runoff Volume (in): 6.865 Runoff Volume (ft3): 362595 Basin Name: OFFNRTH ' .__. ._.___._... .._—___. _..___ ____.. _..__.__.... . . _.__.____.._. _.____ .._. _ .._.._ _..__. . .. .___ _ .__.___ _ .__ Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 2 of 5 ' , MAJESTIC OAKS POST-DEVELOPMENT � 100-Year/29-HOUr 9/26/2013,2:38:92 PM Group Name: BASE___... . .. . _..... ... . ... . ... .. . . . .. _..... .. ._.. Simulation: RUPPO5100 , Node Narne: OFFNRTH Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 , Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 ' Area (ac): 93.800 Vol of Unit Hyd lin): 1.000 Curve Number: 91.000 DCIA ("�): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 262.60 , Runoff Volume (in): 10.886 Runoff Volume (ft3): 1?30806 Basin Name: OFFWESTI , Group Name: BASE Simulation: RUPPOS100 Node�Narne: OFFWESTI Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 1 Peaking Fato r. 256.0 Spec Time Inc (min): 6.93 Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite � Time of Conc (min): 52.00 Time Shift (hrs): 0.00 Area (ac): 9.800 Vol of Unit Hyd (in): 1.000 Curve Number. 56.000 DCIA (°�.): 0.000 , Time Max (hrs): 12.58 Flow Max (cfs): 8.99 Runoff Volume (in): 5.991 Runoff Volume (ft3): 1035ll ' Rasin Name: OFFWEST2 Group Name: BASE Simulation: RUPPOS100 Node Narne: OFFWEST2 Basin Type: SCS Unit Hydrograph , Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 9.33 Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 , Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 70.00 Time Shift (hrs): 0.00 Area (ac): 18.600 Vol of Unit Hyd (in): 1.000 � Carve Number: 60.000 DCIA (:,): 0.000 Time Max (hrs): 12.83 Flow Max (cfs): 29.80 Runoff Volume (in): 6.559 Runoff Volume (ft3): 992830 � ________________________________________________________________________________ Basin Name: OFFWEST3 Group Name: BASE , Simulation: RUPPOS100 Node Name: OFFWEST3 Basin Type: SCS Unit Hydroyraph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 9.87 � Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (i�): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 79.00 Time Shift (his): 0.00 ' .._. __.-___.. _____.. __. . . _ —__.._ .__ _-____. _________. . __._ ._. _ .__.__ _.__. . .._. ___... . ....... _ Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 3 of� � � ,^1AJESTIC OAKS , POST-GEVELOPMENT 100-Yea /29-Hoar 9/26/2013,2:38:92 PM _ .._. ... _..Area (acl�: 92.200__. ...._.... _.......... . . . . ..__ .... . . ..... Vol of Unit Hyd (in): 1.000 ' Curve Numbe r. 56.000 DCIA (�'.): 0.000 Time Max (hrs): 12.83 Flow Max (cfs): 58.23 Runoff Volume (in): 5.595 Runoff Volume (ft3): 910639 ' Basin Name: PARK Group Name: BASE , Simulation: RUPPOS100 Node Name: PARKWET easin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 8.13 � Comp Time Inc (min): 5.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 61.00 , Time Shift (hrs): 0.00 Area (ac): 21.100 Vol of Unit Hyd (in): 1.000 Curve Number: 63.000 DCIA (��): 0.000 Time Max (hrs): 12.67 � Flow Max (cfs): 90.02 Runoff Volume (in): 7.011 Runoff Volume (ft3): 536978 1 BaSin Name: POND10 Group Name: BASE Simulation: RUPPOS100 Node Name: POND10 Basin Type: SCS Unit Hydrograph , Onit Hydrograph: Uh256 Peakinq Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 , Status: Onsite Time of Conc (min): 15.00 Time Shift Ihrs): 0.00 Area (ac): 6.600 Vol of Unit Hyd (in): 1.000 Curve Number: 91.000 DCIA ('�): 0.000 � Time Max (hrs): 12.10 Flow Max (cfs): 39.57 Runoff Volume (in): 10.886 Runoff Volume (ft3): 260806 ' __'_________________________'_______________ Basin Name: POND20 Group Name: BASE Simulation: RUPPOS100 Node Name: POND20 , Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fato r. 256.0 Spec Time Inc (mi�): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod � Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 S[atus: Onsite Time of Conc (min): 15.U0 Time Shift (hrs): 0.00 Area (ac): 19.100 ' Vol of Unit Hyd (in): 1.000 Curve Number: 93.000 DCIA (��): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 85.35 Runoff Volume (in): 11.138 � Runoff Volume (ft3): 570075 Basin Name: RENOKB Group Name: BASE ' .__.__.___._. . _ ._.___ .. . ...._ _-__-_..._ _._..__ -__._. _. ___.__. . . ._. . .. .___._-__ _..... _.._.___ _____.._ . . . .._____ __._. ...._.-__ ._.__. Interconnected Chann�l and Pond Routine Model(ICPR) �02002 Streamline Technologies,Inc. Page 4 of 5 � 1 .'�iP.JESTIC OF�ICS � POS'L-DEVELOPMENT 100-Year/29-Hoar 9/26/2013 2:38:42 PM _. ........ ._.._ .__.. .._... . . . ..... . .. .. . . ... _. .. Simulation: RUPPOS100 � Node Name: RENOKS ' Basin Type: SCS Unit Hydrograph Unit Hydrograph: Oh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod ' Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 12.900 ' Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA (�): 0.000 Time Max (hrs): 12.10 . Flow Max (cfs): 79 J6 Runoff Volume (in): 10.502 ' Runoff Voliune (ft3): 989159 Basin Name: W3C , Group Name: BASE Simulation: RUPPOS100 Node Name: W3C Basi❑ Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peakinq Fator: 256.0 ' Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 1 Time Shift (hrs): 0.00 Area (acl: 0.500 Vol of Unit Hyd (in): 1.000 Curve Number: 90.000 DCIA (-:): 0.000 1 Time Max (his): 12.10 Flow Max (cfs): 2.98 Runoff Volume (in): 10 J59 Runoff Volume (ft3�: 19527 , Basin Narne: W3E Group Name: BASE Simulation: RUPPO5100 Node Narne: W3E Basin Type: SCS Unit Hydrograph ' Unit Hydroqraph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Camp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 12.000 1 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 0.300 Vol of [lnit Hyd (in): 1.000 Curve Number. 82.000 , DCIA ('��,): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 1.68 Runoff Volume (in): 9.713 � Aunoff Volume (ft3): 10577 , � � i _ __ ____ ____ ___ ___ __ ___ _____ ___ _ __ __ Interconnected Channel and Pond Routing Model QCPR) 002002 Streamline Technologies,Inc. 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CH3C-3A BASE RUPPOS100 13.36 199.03 1.256 13.35 9L 12 13.34 90.79 CH3E-3C BASE RUPPO5100 13.30 86.08 0.200 13.33 91.55 13.35 91.12 D510-3A BASE RUPPO5100 12.75 19.21 0.029 12.83 91.92 13.39 90.79 , DS20-BNDY BASE RUPPOS100 12.52 49.50 0.060 12.52 37.61 13.33 27.95 DSCR1-W3E BASE RUPPOS100 12.90 '7.97 -0.011 12.90 95.25 13.33 91.55 DSCR2-W3C BASE RUPPOS100 12.19 19.90 -0.017 12.35 43.65 13.35 91.12 ' DSCR3-MC9 BASE RUPPO5100 12.13 5.66 -0.093 12.33 92.98 19.08 92.95 DSELY510-20 BASE RUPPOS100 12.59 31.93 0.055 12.78 71.89 14.52 67.41 DSELYS20-30 BASE RUPPO5100 19.86 17.53 0.018 19.52 67.91 12.88 55.29 DSELY530-90 BASE RUPPO5100 13.09 51.88 -1.380 12.88 55.29 12.60 51.30 DSELY590-W9 BASE RUPPO5100 12.60 82.69 -0.068 12.60 51.30 0.00 95.00 DSNRT-CR1 BASE RUPPOSIUO 11.96 35.20 0.291 12.62 57.81 12.63 57.67 ' DSREN-ML3 BASE RUPPOS100 15.50 98.96 -2.008 19.20 98.65 19.08 48.69 ' P3A-BNDY BASE RUPPO5100 13.34 274.89 49.06'7 13.39 90.79 73.39 31.99 PMULCRI-2 BASE RUPPOS100 12.39 137.57 0.12b 12.63 57.67 13.98 52.13 PMULCR2-3 BASE ROPPOS100 13.22 108.09 3.569 13.98 52.13 19.08 98.69 PMULCR3-9 BASE ROPPOS100 19.08 109.16 -0.079 19.08 98.69 19.Ob 92.45 POFF3-W3E BASE RUPPO5100 13.29 82.93 18.279 13.29 95.35 13.29 93.29 PPARK-0FF1 BASE RUPPOS100 13.78 25.21 0.019 13.78 60.99 13.78 60.03 , PW9-3A BASE RUPPOS100 0.00 85.25 85.249 0.00 95.00 0.00 38.92 WMUL9-3C BASE RUPPOS100 19.U8 109.75 -0.079 14.08 92.45 13.35 41.12 WNRTH-CR1 BASE RUPPOS100 12.06 191.29 0.198 12.62 57.81 12.63 57.67 WOFF1-NRTH BASE RUPPOS100 13.37 29.77 0.091 13.37 57.87 12.62 57.81 WOFFl-OFF2 BASE RUPPOS100 12.63 20.23 -0.083 13.37 57.87 13.36 57.86 � WOFF2-OFF3 6ASE RUPPOS100 13.36 30.43 0.229 13.36 57.86 13.29 95.35 . , I� ' ' � I , I , II , I ' � ' I ' ' ____... ______.._-____ _.._. ._._.. _.__. ._.... _..._. __.____. . .. _____ __ .. . ____ _-__.. __._ II Intercunnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 1 of 1 � I , Majestic Oaks Stormwater Management Report 1 ' ' 1 , � WATER QUALITY CALCULATIONS ' ' 1 � ' , ' ' , ' ' May 2013 ' , , Conservation Wet Detention Pond Design ' Project Name: Majestic Oaks Date: April 9, 2013 By: RND , Pond Designation: 10 Basin Area: 6.6 (ac) ' Composite Rational Runoff Coeff: 0.70 Average Wet Season Rainfall Total = 30.88 (in) , Req'd Permanent Wet Pool Volume Calculation: 1 Inch of Runoff Vol (Q) = 0.55 (ac-ft) 14 Day Residence Volume (VR) _ (A)(C)(P)(R)(1 ft/12 in) � A = 6.6 (ac) C = 0.7 , P = 0.253 (in/day) R = 14 (days) ' VR = 1.36 (ac-ft) Wet Pool Vol = Q + VR Wet Pool Vol = 1.91 (ac-ft) ' Vol from 1.667 inch of Runoff= 0.92 (ac-ft) Therefore Req'd Design Pool Volume is: 1.91 (ac-ft) � 1/2 inch of Runoff Vol, 24 hr V-notch discharge = 0.28 (ac-ft) ' Pond Permanent Pool Volume Calculation Control Elev = 38.70 Pond Bottom Elev = 33.0 ' Perm Pool Bottom Elev = 33.0 Cumulative � Elev Area Volume (ft) (ac) (ac-ft) 33.0 0.35 , 1.7 36.7 0.58 ' 3.1 38.70 0.76 r � � , , Conservation Wet Detention Pond Design � Project Name: Majestic Oaks Date: April 11, 2013 By: RND , Pond Designation: 20 Basin Area: 14.1 (ac) � Composite Rational Runoff Coeff: 0.70 Average Wet Season Rainfall Total = 30.88 (in) , Req'd Permanent Wet Pool Volume Calculation: 1 Inch of Runoff Vol (Q) = 1.18 (ac-ft) 14 Day Residence Volume (VR) _ (A)(C)(P)(R)(1 ft/12 in) � A = 14.1 (ac) C = 0.7 ' P = 0.253 (in/day) R = 14 (days) , VR = 2.91 (ac-ft) Wet Pool Vol = Q + VR Wet Pool Vol = 4.09 (ac-ft) ' Vol from 1.667 inch of Runoff= 1.96 (ac-ft) Therefore Req'd Design Pool Volume is: 4.09 (ac-ft) ' 1/2 inch of Runoff Vol, 24 hr V-notch discharge = 0.59 (ac-ft) , Pond Permanent Pool Volume Calculation Control Elev = 33.50 Pond Bottom Elev = 26.0 ' Perm Pool Bottom Elev = 26.0 Cumulative � Elev Area Volume (ft) (ac) (ac-ft) 26.0 0.40 , 2.9 31.5 0.64 , 4.3 33.50 0.77 , ' � ' ' Majestic Oaks Treatment Drawdown - [9 Hours , 9/26/2013.3:27:99 PM ._.. . . ... . _.. ... . . ._ _. . .__. . .. _... .. __.... ._._. _. __________________________________________________________________________________________ ____ Nodes =_—_______—______________—__—_—___—_____—_______ 1 Name BNDY Base Flow(cfs): 0.000 Init Stage(ft): 5 000 Group: BASE Warn Stage(ft): 10.000 Type: Time/Staqe � Time(hrs) _____Staqe(ft) ____ ________ _ 0.00 5.000 30.00 10.000 ' Name: POND10 Base Flow(cfs): 0.000 Init Stage(ft): 39.200 Group: BASE Warn Stagelft): 92.500 Type: Stage/Area , ______Stage(ft) _______Arealac) 38.700 0."7600 42.500 1.1300 Name: POND20 Base F1ow(cfs): 0.000 Init Stage(ft): 39.250 ' Group: BASE Wazn Stage(ft): 38.000 Type: Stage/Area Stage(ft) Aiea(ac) , __-'__--_33.500 --___----0.7700 38.000 1.1100 _______________________________.______________________- _- __- _- - _- ___- - ______ _____ ___= weirs _________________________________°__°_°°_°___°__°______________________________ _——___—__P____________________________________________________________________ ' Name: W10 From Node: POND10 Grou SASE To Node: BNDY Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Circular ' Span(in): 6.00 Rise(in): 6.00 Invert(ft): 38.700 Control Elevation(ft): 38.700 TABLE Bottom Clip(in): 0.000 Top Clip(in): O.U�O ' Weir Discharge Coef: 3.000 Orifice Discharge Ccef: 0.600 _ '_'_'______________________________________' Name: W20 From Node: POND20 ' Group: BASE To Node: BNDY Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 29.00 Rise(in): 9.00 , Invert(ft): 33.500 Control Elevation(ft): 33.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.6U0 , ---------------------------------------------------------------_______-____________-_---- ___- Hydrology Simulations =—_----------______________--_-___--_----_---_____-_— , Name: Filename: Override Defaults: Yes Storm Duration(hrs): 0.00 Rainfall File: ' Ra=nfall Amount(in): 0.00 Time(hrs) Print Inc(min) 30.000 5.00 ____________________--------____-_______----__-_----____-___--_-___-------_----______ ' --___ROUting-Simulations==-_--______________________------_-_____-_ ---_-__________-__ Name: RUPORIF f{ydrology Sim: Filename: C:\USers\Ryan Dempsey\DOCUments\Drainage\ICPR\RUpdrawdwn\R�PORIF.I32 � Execute: Yes Restart. No Patch: No .... _.. .. ._.. __.. . .___ . -___._ ._._. Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Paga 1 of 2 ' , Majestic Oaks Treatment Drawdown - 29 Hours � 9/26/2013 3:27:99..PM ._ . .. __ ..... . . . ._..... . .. . . _. . Alternative: No � � �� Max Delta Z(ftl: 1.00 Delta Z Facto n 0.00500 ' Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 24.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Houndary Stages: Boundary Flows: Ruppei Farm Post-Development , Conservation Treatment Drawdown February 12, 2013 Time(hrsj Print Inc(min) _'___'_________ _______________ 999.000 15.000 � G ouP__________ Run BASE Yes ' ' , ' ' ' � , ' , � ' ' ...___.—__. ._._—__ .....__. _... .... ____. _._.__.__.. -_- _._.... . . .. ______ . . _..______.. ._____ ..__. . . __—._.____.. . Interconnected Chlnnel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. 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I il � � � � � � � � � _ � � � � � _ � � � I ' Majestic Oaks Stormwater Management Report , ' ' ' ' HISTORIC BASIN STORAGE CALCULATIONS 1 ' ' ' ' ' ' ' ' ' ' ' May 2013 1 , 1 ' Historic Volume Encroachment and Compensation Summary ' Project Name: Majestic Oaks Date: April 15, 2013 By: RND ' Surface Encroachment Compensation Water Volume Pond Volume Encroached (ac-ft) Designation (ac-ft) ' 1 1.38 10 3.1 2 4.52 20 4.3 ' ' Total 5.90 Total 7.4 (ac-ft) ' ' ' , , ' ' ' ' , , ' ' Historic Volume Encroachment Pmject Name: Majestic Oaks Date: March 14,2073 By: RND ' Surface Water 2 Conlrol Elevalion: 39.60 SHW Elevation: 41.60 Cumulative ' Ground Filled Volume of Elev Area Encroachment ft ac ao-fl 37.0 0.008 0.05 32.0 0.10 ' 0.18 33.0 0.16 0.39 34.0 025 0.67 35.0 0.31 1.02 ' 36.0 0.39 1.44 37.0 0.45 1.95 38.0 0.58 2.58 39.0 0.67 ' 3.00 39.6 0.72 39.6 0.72 029 40.0 0.75 1.53 ' 41.6 0.79 Re�ention Volume Encroached= 3.00 (ac-fl) Detention Volume Encroached= 1.53 (ao-fl) Historic Basin Volume Encroached= 4.52 (ac-fl) ' Historic Volume Encroachment Projec�Name: Majestic Oaks Date: March 14,2013 By: RND ' Surtace Watec 1 Control Elevation: 34.12 SHW Eleva[ion: 36.80 CumulaM1Ve ' Ground Filled Volume of Elev Area Encroachment ft ac ac-ft 27.0 0.008 0.02 28.0 0.04 0.08 ' 29.0 0.08 0.78 30.0 0.12 0.31 31.0 0.14 0.46 32.0 0.15 ' 0.62 33.0 0.17 0.79 34.0 0.18 0.82 34.12 0.18 , 34.12 0.18 0.17 35.0 021 0.57 36.8 023 , Reten�ion Volume Encroached= 0.82 (ac-ft) DetenHon Volume Encwached= 0.57 (ao-ft) Historic Basin Volume Encmached= 1.38 (ac-R) ' ' ' ' ' ' Historic Volume Compensation ' Project Name: Majestic Oaks Date: March 14, 2013 By: RND ' Pond Designation: 10 ' Historic Storage Volume Calculation Control Elev = 38.70 Pond Bottom Elev = 33.0 ' Cumulative Retention ' Elev Area Volume (ft) (ac) (ac-ft) , 33.0 0.35 1.7 36.7 0.58 ' 3.1 38.70 0.76 ' ' , , , ' ' ' ' 1 ' , Historic Volume Compensation ' Project Name: Majestic Oaks Date: April 15, 2013 By: RND ' Pond Designation: 20 ' Historic Storage Volume Calculation Control Elev = 33.50 Pond Bottom Elev = 25.5 ' ' Cumulative Retention ' Elev Area Volume (ft) (ac) (ac-ft) 26.0 0.40 ' 2.9 31.5 0.64 4.3 ' 33.50 0.77 ' ' , , ' ' ' , ' ' Majestic Oaks Stormwater Management Report , ' ' ' ' APPENDIX ' ' ' ' ' 1 , ' , ' ' ' May 2013 ' ' Majestic Oaks Stormwater Management Report ' ' , ' ' 1" = 2000' U.S.G.S. 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F �� :j. rf: . �3'.=L. �_ ' Majestic Oaks Stormwater Management Report ' ' ' ' ' LOCATION MAP 1 ' ' ' ' ' ' ' ' ' ' ' May 2013 ' , 2ND ST YP ESS BE D D DEER RUN S , _ � N PL ENTERPRIS RD E N _ W N N�W � > 3 O FAYETTE D N J N Q � Q J � F YETTE D S � ' a � 3 z w z z ~ 2 p O � O � FAIRMONT A E >- W d r Q m F' a MEANDER N � � 6TH AVE N Q J2 = SAB R D Y BOOTH LVD Q AMPTON L Z AL �y� qV � W ' � - = 5TH AVE y O SUNSTREAM LN � OAK HILL RD � � CHILLUM CT o O 0 250 500 1,000 1,500 2,000 c� 4TH A N m � � c9 ' 3RD E N = = A COVE � HUNTIN T N � � p � Feet � (� G 2ND A N m M RLO BL D � �O� ��, Q ' v � 1 ST AVE 70 oWN N K p �� GO RN LN � Z , � UNKN R m� v W J MESSENGER R � Q ' Z LAK REEZE N S � � SHA``ST X � a � w w MAR t� tyi � , Y z 3RD AVE � w � � � _ � o y Project Location o � H A V S Y o p O � 5TH AVE S � CREST D = p 3 ' � z _ � g m � CHANCERYLN , � z w HARBOR LAKE DR �- p BETHANY PL � � � � � N Z v v BUTLER ST Legend , � ELYSIU WAY � S ANE ST � I 1ST ST � U ION ST EDA ST = Z Z 7 H ST N 0 Project Limits I Q S O > a a W J ROADS I ' a _ Q _ � � ARBO O KS CI � y � ~ _ ~ � a y w � � S N � H R R POINT L W a � a � ' Z 5TH ST N a Z w � ABBEY LAKE R DR L K G JR ST O w > w ROBINW00 DR HOMESTEAD CT = ' _ _ WITI LAC OCHE ST Z Z z � 3RD T N y o� -�++- W °_' HOM STEAD OA S R 3RD ST N > > > CH ROKE ST 2 D S N J v RESTIGE DR 2ND ST N � a , � ti � � LpKE SUNSET POINT D � � MAIN T R R O� � DELAWA ST cn Q � W w `� 2 D S S > a t � w a a Q O �SOUTH DR � W = Majestic Oaks t� 3 = = 3 D S S F o OODRI G DR 'p � OG� Z U � N 4T ST y � � TH S Project Location Map , z� DI NE TER CR 193 O �� p ,� _ = 5 H S S � Pinellas County, Florida � °0 �v v O IN SI E R ; Q 6T ST � ta Q p � T H S T � E N N 7ERRACE DR ST CROIX DR � � Z � P E � SARAH DR �H DR 8 H S S `- y ��I"�� ' w , Majestic Oaks Stormwater Management Report ' ' ' ' PRE-DEVELOPMENT SCHEMATIC DIAGRAM ' ' ' ' i 1 1 1 1 1 1 1 ' May 2013 ' ' Majestic Oaks Pre-Development 9/29/2013�11:37:37 AM _- _ � 1 ____ — --.____ —..__.___._____--__ �--___--. _ - .—___ _ _ _ -- _ _,'. Nodes II A Stage/Area � ' V Stage/Volume i T Time/Staqe I I ' M Manhole II Basins 0 Overland Flow ' i U SCS Unit CN S SBUH CN . W:WJFFI-tiRT!+ � Y SCS IIR1C GA � —� -------1—___ _I .9: 1FFNkCH � Z SBUH GA � A - FdE_:Tl /J �� U: )FFNkTH -� .\ F:PM�ILCRl-^_ .____--I'__ —. A:M!G.k_ � � ' II -- � '"_-_ _ --� . I Il "�EWE�TS "- / I Li�ks � — �:r�,Hai-,�i � P Pipe ��w:wrrtrx-cai � W Weir � _ �'� C Channel I D Dro Structure r:enucea��-3 P I F:MIL:Rl �/ I ' B Bridge i e:eer.et:-o�ei i R Rating Curve H Breach v:ae�ar:6 I '� E Percolation �:M�!L,R_ ._L_— u:c�,aeN-n�3 — F Filter !:REN�)f:b X Exfil Trench ' ��I IrU:-CAktWET-� I I P:PM�JL..R.f-1 \\ � I C:C.;�F.f N�J . . �� A:HiIL�:kA � ' � I ' i, W:Wi_�-_i�FFl � J A EE�'T'_ � .�_-- W:W�iEFl!�FF'_ , -e�'T�� .�;RE3T3 EL�_M'0 i ---- �J:-�:RE:T3 \ V:�.RCSTl y;c;kEST_ !�:-EL-�,;M'J- \y' • , ` C.:[i: r A:i�F:E:Tf I � il:-�:RE:Tl .__ � V:-�RE-,T�?� II � �EL'i:":�.-]p I � �l:-�Erv,esm3 � .�:unoL4-��: I /��_ D:C�s+:Rl-W3E , I 1 ❑:GSrP.?-W3�, I F:P!�FF3-W3E 1 H3o � I v �___- C C'�.EL-S�i�_4�, i [�:[�_ELl':;10-_U i il ELY'M:iU � .M4U J . —___� � � I EL � p;W ' I M1i1 f": ,.. __— . -�1:-W3,: _ — / .� � \ E ___ ��/ i . _ - Y �,, � P:W36 _�.�.H3E�� I �__J � I. [�: L'i�9p iVa . � -�J:-W3E .., I .F.L[ .-- _ �,. 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' Majestic Oaks Stormwater Management Report ' ' , PRE-DEVELOPMENT DRAINAGE MAP ' ' , ' ' ' 1 , ' r � � � , May 2013 ' � Majestic Oaks Stormwater Management Report ' 1 ' ' POST-DEVELOPMENT SCHEMATIC DIAGRAM ' ' ' ' ' ' ' ' , 1 , 1 ' May 2013 ' ' MAJESTIC GAKS POST-DEVELOPMENT 9/29/2013,11:90:44 AM _ --. ___.- -___ ____. _- _..-. --- _ . .-. _._._..-.-___--_- _ __ _______- . .____ -_- - —._- - 1 - -- _- .__-._--- __- - i Nodes � A Stage/Area � V Stage/VOlume � I T Time/Stage � I ' M Manhole -- Basins O Overland Flow . U SCS Unit CN i I n: :eenia�.t: ��: 5 SBUH CN i I Y SCS Uillt GA I �!�_��FFNRTH � � Z SBUH GA --� � . [ G�NnT-�kl LiRISS :wNRT4-�:Rl -_.�, � �-�M9��R� �, P Pipe w weir � C Channel I w:w�i e�krx -�-�� '��- P:PM�]L'k1' -- L DIOP StTIlCCI1T2 , �- A MUL�k. � -- F:PM�IL�R_-3 B Bridge ' / I � ....._ , - -�I _. . ._ R Rating Curve ,_,_ ._. r v:ceH:e � / _ - - r � � . H Breach . 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V:EL t11 - _- - _._....._ { ___ I _-_ � ___-__ L , I . __ [... I _:PGNCIJ __ L__ � --._.__. C:C�.l�i-�p � F:P3A-6NC�•i __i ...�M�ENC�-_- �___________-.��- .._..___ `.::C,:_'il-BNC�Y __"_'_.__- � .___ �[�.�0 , �_________ V:FV F�MC�_J _.__ � T:HIlLf:! � ' � i I � 1 I ' II I L... ..._---___'__-_- _ _ -_ .__-.._.._ -_ _-..- ._..._.____ ...____...___-__.____ - __ _- - _-._ - .. _._.__._.-_ . -- ..._.._ _ _-._-...- - _ -_..__._._ '____"._...._____.--- .__.._.___-_- _._-_-. _.._._'_ _ _.__-"_ _ ____. ._.-'___- ______-. ___..".--. ._. . . ... ._._-_.-.___-_ ._ I , ' Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. ' Majestic Oaks Stormwater Management Report ' ' ' POST-DEVELOPMENT DRAINAGE MAP , 1 ' ' ' ' , ' � ' ' ' , ' May 2013 ' ' Majestic Oaks Stormwater Management Report ' ' ' ' ' ' ENGINEERING WORKSHEETS , ' ' ' ' ' ' i 1 1 ' May 2013 ' , SWFWMD ENGINEERING WORKSHEET ' Page 1 of 1 Permit No.: Permit Name: Majestic Oaks , BASIN No.—POND No. O or C 10-10 O 20-20 O POND BOTTOM ELEVATION 33.0 26.0 ' SEASONAL HIGH WATER ELEVATION 38.70 33.50 P CONTROL DEVICE ELEVATION 38.70 33.50 O N 38.70 33.50 ' p DESIGN LOW WATER ELEVATION WEIR INVERT ELEVATION 39.50 34.50 D A DESIGN HIGH WATER ELEVATION 41.41 36.96 , T 42.5 38.0 A TOP OF BANK ELEVATION AREA @ TOP OF BANK[Ac.) 1.1 1.1 � VOLUME @ DHW[Ac.-Ft.] VOLUME @ TOP OF BANK[Ac.-Ft.] , Q WEIR WIDTH[FT.] �.r'J 1.25 U 25YR/24HR A DISCHARGE PREDEVELOPED[CFS] N RATES ' T POSTDEVELOPED(CFS] I T y 100YR/24HR PROVIDED[Ac.-Ft.] N/A N/A RETENTION ' VOLUMES REQUIRED[Ac.-Ft.] N/A N/A TREATMENT AREA[Ac.] OFW? Y or N 6.6 N 14.1 N ' TREATMENT VOLUME REQUIRED[Ac.-Ft.] �.9� 4.09 4 TREATMENT VOLUME PROVIDED[Ac.-Ft.] 3.� 4.3 L METHOD OF TREATMENT WET DET WET DET ' T CONTROL DEVICE TYPE ORIFICE SLOT Y CONTROL DEVICE DIMENS�ONS 6�� DIA 24�� X 9�� ' RECOVERY TIME[HRS] Z4 Z4 ENCROACMENT[Ac.-Ft.] , 100 YEAR COMPENSATION[Ac.-Ft.] FLOODPLAIN COMPENSATION TYPE ' ENCROACHMENT RESULT[Feet) , EE= Equivalent Excavation/Compensation [Cup for Cup] SM=Storage Modeled MI = Minimal Impact NE= No Encroachment NA= Not Applicable Comments: , ' Evaluator: Supenrisor: '