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Schiedel Ct pre devpmnt miscl sited mill, A go gill XTIA AUX p"I'N'114 a 1 Jr — g \ @ vQ A4.V d Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. Il December 15, 2004 I Atlantic Beach Tree Board 800 Seminole Road i Atlantic Beach, FL 32233 Dear Tree Board Members, i Since appearing before you on December 1, 2004 ret arding Beaches Habitat's planned development, "Scheidel Court", several significant e ents have occurred. 1. We have modified and added the additional detail (e.g. houses, drives, walks, street, etc.) you requested on our site plan. 2. We instructed our surveyor to redo the tree suIrvey as we did not believe all trees six inches or greater had been identified in the initial tree survey. 3. We recalculated the mitigation impact of the 4ewly identified trees. i Based on these events, required inches for mitigation!are: Species Int Zone Ext Zo tie Pine 0 850.5 Oak 10 81 Total 10 931.5 i These totals are financially (931.5inches @ $117.00/ nch=$109,000.00) devastating to our Scheidel Court Project and to Beaches Habitat. In addition, there is insufficient space on the site to accommodate all of the trees. i It is our hope that the Tree Board will consider and approve the following proposal: A. We would like for Scheidel Ct. to be a shojwplace for the surrounding area. As such, we committed to hiring a landscape architect to help us develop an attractive and functional landscape plan. B. We commit to providing one 4 inch and t 2 inch oak trees for each unit (a total of 54 oak trees (144 total inches). I� k P.O. Box 50939 Jacksonville Beach, Flo ida 32240 (904) 241-1222 i i F C. We commit to providing twenty 2 inch trees (40 total inches) of various species for general landscaping as directed by the 1 'dscape architect. D. We commit to providing $2,000.00 of va'ious landscape plants and sod for the common areas and site entrance. E. We commit to providing $600.00 for sod and foundation plants for each unit. F. Total estimated cost of this plan to Beaches Habitat is $46,100.00. Thank you for your time and consideration of our re uest for a tree permit. Sincerely, Paul Finley Construction Manager f d f I c A rl 1' I yJ a CITY OF ATLAWOC BEACH r =y TREE REMOVAL APPUCATION I All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT E PROCESSED. PIFIL F)"a J.W,%,f AWe,)-t '4ve- FL yJf� Zf!J-/z22 APPLICANT NAME ADDRESS TELEPHONE 2. �Jts t £ tir- CoA al22 t C rJ CSS ,cj j- T ADDRESS OR LEGAL DESCRIPTION OF TREEREMOVAL SITE cif-LEGAL DESCRIPTION,tiST-CLOSEST' -ROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL: ' f 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFO 7 YE NO NOT SURE 5. SITE PLAN/TREE SURVEY indicating: t a. Existing and proposed structures. b. Location of utilites and easements as applicable. c. Location, species and size of all trees with Diameter ai Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an e. Location, species and size of all trees to be perserved on-site for mitigation must be marked with brackets f. Location, species and size of any proposed new replacement trees marked with a circle "0". g. Location, species and size of all trees to be preservedon-site with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or pai 't indicating the lot. d. All trees identified for removal MUST by marked on-sit by RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST b marked with BLUE/GREEN flagging, paint or tape. 800 Serninote Road, Atlantic Beac , Florida 32233 Telephone(904)247-5800 Fax( 04)247-5845 1 of 3 I i Map Output Page 1 of 1 r JAXGIS Property Information r .. Ai of r _ n. : , -=- I ry+ l7 Al A �ySI �= S r _ I t { 1 . ( I � _ i.. # is r ( Copyrigh4{CJ-2uazcayaiJacl®onvil{q,Fl. .1 .'. y ..........._ RE# Name Address Total Cres Plat P Legal Descriptions Flood Value Book P nel g P one LandUseZoning L1774230000 ST AUGUSTINE LAND TRUST CORNELL LA 38-2S-29E 1.9 Not in 3000 1.9 1553A3 B DE CASTRO Y FERRER GRAN Flood 32233 PT RECD O/R 9759-1610 one f I' http://inaps.coj.net/WEBSITE/DuvalMApS/tooIbar.asp 12/8/2004 8. LIST TREES PROPOSED FOR REMOVAL: i DIAMETER(*) OF TREES �I VA4 SPECIES INTERIOR ZONE ** EXTERIOR ZONE ** APPLICANT'S COMMENTS OFFICE USE ONLY Pine 6 Pine 6 Live Oak 9 Pine 6 Pine 7Pine 7 Pine 7 A9 Pine 6 A10 Pine 9 A11 Pine 10 Al2 I Live Oak 13 A13 Pine 11 A14 Pine 10 A15 Pine 11 A16 Pine 8 A17 Pine 18 A24 Live Oak 10 A25 Pine 8 A26 Pine 6 A27 Pine 6 A28 Pine 8 A29 Pine 8 A30 Pine 8 A31 Pine 8 A32 Pine 8 A33 Pine 8 A34 Pine 6 A35 Laurel Oak 8 A36 Cherry 8 A37 Cherry 6 A38 Pine 8 A39 Pine 8 A40 Pine 6 A41 Pine 6 A42 Pine 8 A43 Pine 8 A44 Pine 8 A45 Pine 8 A46 Pine 10 A47 Pine 8 A48 Pine 6 A49 Pine 8 A50 Pine 6 A51 Pine 6 A52 Pine 8 A53 Pine 8 A54 I Pine 6 8. LIST TREES PROPOSED FOR REMOVAL (con't): DIAMETER *) OF TREES ID SPECIES INTERIOR ZONE ** EXTERIOR ZONE ** PPLICANT'S COMMENTS OFFICE USE ONLY A55 Pine 8 A5 Cherry6 A57 Pine 6 A58 Pine 6 A59 Pine 8 A60 Pine 8 A61 Pine 6 A62 Pine 6 A63 Pine 6 A64 Pine 8 A65 Pine 6 A66 Pine 6 A67 Pine 6 A68 Pine 8 A69 Pine 6 A70 Pine 8 A71 Pine 6 A72 Pine 8 A73 Pine 6 A74 Laurel Oak 6 A75 Pine 6 A76 Pine 6 A77 Pine 8 A78 Pine 8 A79 Pine g A80 Pine 6 A81 Pine 6 A82 Pine 6 A83 Pine 7 A84 Pine 8 A85 Pine 6 A86 Pine 6 A87 Pine 6 A88 Pine 8 A89 Pine 8 A90 Pine 8 B1 Pine 20 B2 Laurel Oak 13 B3 Pine 14 B4 Pine 12 B5 Pine 11- B6 Laurel Oak 8 B7 Pine 8 68 Pine 8 69 Pine 6 610 Pine 10 I 8. LIST TREES PROPOSED FOR REMOVAL (con't): j I DIAMETER *) OF TREES ID SPECIES INTERIOR ZONE ** EXTERIOR ZONE **1APPLICANT'S COMMENTS OFFICE USE ONLY 611 Pine 8 B12 Pine 6 B13 Pine 8 614 Pine 8 B15 Pine 8 B16 Pine 6 B17 Pine 6 B18 Pine 6 B19 Pine 6 B20 Pine 10 B21 Pine 6 B22 Pine 6 B23 Pine 10 B24 Pine 6 B25 Pine 10 B26 Pine 6 B27 Pine 6 B28 Pine 10 B29 Pine g B30 Pine 6 B31 Pine 8 B32 Pine 8 B33 Pine 6 B34 Pine 8 4 B35 Pine 8 B36 Laurel Oak 8 B37 Pine 6 B38 Pine 10 B39 Pine 8 B40 JPine 8 B41 .Pine 8 642 Pine 6 B43 Pine 6 B44 Pine 8 B45 Pine 8 B46 Pine 10 B47 Pine 10 B48 Pine 6 B49 Pine 6 C1 Pine 8 C2 Pine 11 C3 Pine 11 C4 Pine g C5 Pine g C6 Pine 6 C7 Pine 10 i i 8. LIST TREES PROPOSED FOR REMOVAL (con't): DIAMETER(*) OF TREES ID SPECIES INTERIOR ZONE** EXTERIOR ZONE ** PPLICANT'S COMMENTS OFFICE USE ONLY C8 Pine 10 C9 Pine 11 C10 Pine 10 C11 Pine 11 C12 Pine 8 C13 Pine 8 C14 Pine 8 C15 Pine 10 C16 Pine 6 C17 Pine 6 C18 Pine 6 C19 Pine 6 C20 Pine 6 C21 Pine 8 C22 Cher 6 C23 Pine 6 C24 Pine 8 C25 Pine 6 C26 Pine 6 C27 Pine 6 C28 Pine 6 C29 Pine 6 C30 Pine 10 C31 Pine 6 C32 Pine 6 C33 Pine 6 C34 Pine 6 C35 Pine 8 C36 Pine g C37 Pine 6 C38 Pine 8 C39 Pine 6 C40 Pine 6 C41 Pine 6 C42 Pine 8 C43 Pine 6 C44 Pine 6 C45 Pine 8 C50 Pine 6 jr C46 Pine 6 C47 Pine 6 C48 Pine 10 C49 Pine 6 C50 Pine 10 C51 Pine 10 C52 Pine 6 C53 Pine 8 k 8. LIST TREES PROPOSED FOR REMOVAL (con't): DIAMETER * OF TREES ID SPECIES INTERIOR ZONE **- EXTERIOR ZONE_** APPLICANT'S COMMENTS OFFICE USE ONLY C54 Pine 6 C55 Pine 8 C56 Pine 8 C57 Pine 8 C58 Pine 8 C59 Pine 8 C60 jPine 6 C61 JPine 8 i D1 Pine 9 D2 Pine 10 D3 Pine 9 D4 Pine 9 D5 Pine 11 D6 Pine 11 D7 Laurel Oak 25 D8 Pine 10 D9 Pine 10 D10 Laurel Oak 12 D11 Laurel Oak 13 D12 Pine 12 D13 Pine 12 D14 Laurel Oak 6 D15 Cherry 7 D16 Pine 6 D17 Pine 6 D18 Pine 8 D19 Pine 8 D20 Laurel Oak 20 D21 Pine 8 D22 Pine g D23 Pine 8 D24 Pine 8 D25 Pine 6 D26 Pine 8 D27 Cherry8 D28 Pine 7 D29 Pine 6 D30 Pine 6 D31 Pine 8 D32 Pine 6 D33 Pine 8 D34 Pine 6 D35 Pine 10 D36 Pine 8- D37 Live Oak 10 D38 Pine 8 r 8. LIST TREES PROPOSED FOR REMOVAL (con't): DIAMETER * OF TREES ID SPECIES INTERIOR ZONE ** EXTERIOR ZONE *-* A PLICANT'S COMMENTS OFFICE USE ONLY D39 Pine 8 D40 Pine 6 D41 Pine g D42 Pine g D43 Pine 6 D44 Pine 9 D45 Pine 6 D46 Pine 8 D47 Pine 10 D48 Pine 8 D49 lPine 8 D50 Pine 8 D51 Laurel Oak 6 D52 Pine 8 D53 Pine 6 D54 Pine 6 D55 Pine 8 D56 Pine 8 D57 Pine 8 D58 Pine 6 D59 Pine 8 D60 Pine 8 D61 Pine 6 D62 Pine 6 D63 Pine 6 D64 Pine 8 D65 Pine 10 D66 Pine 8 D67 Pine 8 D68 Pine 8 D69 Pine 8 D70 Pine 6 D71 Pine 6 D72 Pine 10 D73 Pine 8 D74 Pine 6 D75 Pine 6 D76 Pine 8 D77 Pine 6 D78 Pine 8 D79 Pine 6 D80 Pine 8 D81 Pine 10 D82 Pine 8 E1 lPine 7 E2 Pine 9 i l I 8. LIST TREES PROPOSED FOR REMOVAL (con't): I DIAMETER *) OF TREES ID SPECIES INTERIOR ZONE ** EXTERIOR ZONE ** PPLICANT'S COMMENTS OFFICE USE ONLY E3 Pine 6 E4 Pine 8 - E5 Pine 8 E6 Pine 9 E7 Pine 81tree is dead E8 Laurel Oak 6 kF3 Pine 6 Pine 8 Pine 8 F4 Pine 10 F5 Pine 10 F6 Pine 6 F7 Pine 6 F8 Pine 8 1179 Pine 8 F10 Pine 8 F11 Pine 6 F12 Pine 6 F13 Pine 6 F14 Pine 6 F15 Pine 6 F16 Pine 8 F17 Pine 6 F18 Pine 10 F19 Pine 24 F20 Live Oak 20 F21 Pine 12 F22 Laurel Oak 13 F23 Pine 8 F24 Pine 6 F25 Pine 10 F26 Pine 8 F27 Pine 6 F28 Pine 6 F29 Pine g F30 Pine 8 F31 Pine 8 F32 Pine 10 F33 Pine 6 F34 Pine 8 F35 Pine 6 F36 Pine 10 F37 Pine 10 F38 Pine 8 F39 Pine g F40 Pine 10 8. LIST TREES PROPOSED FOR REMOVAL (con't): j I DIAMETER *) OF TREES ID SPECIES INTERIOR ZONE ** EXTERIOR ZONE-"-* A PLICANT'S COMMENTS OFFICE USE ONLY F41 Pine 10 F42 Pine 6 F43 Pine g F44 Pine 6 F45 Pine 6 F46 Pine 10 F47 Pine 8 F48 Pine 10 F49 Pine 8 F50 Pine 6 F51 Pine 8 F52 Pine 8 F53 Laurel Oak 6 F54 Pine 12 F55 Pine 8 F56 Pine 10 F57 Pine 10 F58 Pine 6 F59 Pine 8 F60 Pine 10 F61 Pine 10 F62 Pine 10 F63 Pine 10 F64 Pine 8 F65 Pine 6 F66 Laurel Oak 6 F67 Pine 6 I i 9. LIST TREES PROPOSED FOR MITIGATION: I DIAMETER *) OF TREES ID SPECIES INTERIOR ZONE** EXTERIOR ZONE**'APPLICANT'S COMMENTS OFFICE USE ONLY pine 0 oak 10 pine 850.5 oak 81 I I' 8. LIST TREES PROPOSED FOR REMOVAL(con't): I DIAMETER * OF TREES ID SPECIES INTERIOR ZONE** EXTERIOR ZONE** PLICANT'S COMMENTS OFFICE USE ONLY F41 Pine 10 F42 Pine 6 F43 Pine 8 F44 Pine 6 F45 Pine 6 F46 Pine 10 F47 Pine 8 F48 Pine 10 F49 Pine 8 F50 Pine 6 F51 Pine 8 F52 Pine 8 F53 Laurel Oak 6 P F54 Pine 12 F55 Pine 8 F56 Pine 10 F57 Pine 10 F58 Pine 6 F59 Pine 8 F60 Pine 10 F61 Pine 10 F62 Pine 10 F63 Pine 10 F64 Pine g F65 Pine 6 F66 Laurel Oak 6 F67 Pine 6 I 9. LIST TREES PROPOSED FOR MITIGATION: DIAMETER * OF TREES ID SPECIES INTERIOR ZONE ** EXTERIOR ZONE** A PLICANT'S COMMENTS OFFICE USE ONLY hardwood 0 oak 0 hardwood 40 oak 144 I i I I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OFC APTER 23, ARTICLE Il, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES O ATLANTIC BEACH. i Applicant's 8ignature Date Owner's Signature D to Tree Conservation Board Chair I Date `Diameter at Breast Height(D.B.H.),is measured at 4.5 feet above grade. To accurately deter4�nine diameter,measure the truck circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each)trunk as measured immediately above the forks. "Interior Zone: outside the 20 for front/rear setbacks and the 7.5 feet side setbacks(see diag m on previous page). "Exterior Zone: within the 20 for front/rear setbacks and the 7.5 feet side setbacks(see diagr m on previous page). I I Note: ID numbers relate to site plan/tree survey as follows: ID's starting with 'A' refer to trees in Tract"A", units 1 -8. ID's starting with 'B' refer to trees in Tract"B". ID's starting with 'C' refer to trees in Tract"C". ID's starting with 'D' refer to trees in Scheidel Ct. right of way. ID's starting with 'E' refer to trees in Cornell Ln. right of wa' . ID's starting with 'F' refer to trees in Tract"A", units 9 - 14.; i I i I i I 1. SC{4,EA Dt,,L,- . I ED 800K 1082, PAGE 222 TRACT B VOLUME 6327, PAGE 342 N p7'0530" W NDONED PER OFFICIAL RECORDS 42,00' 05'30 E 400.00'®°° m b S 07' c b J ' 2 60 It- CV b b z N a a � O° �Va4 C 4,, 47 b Y � b L— O O'. IY'�a F 7 00 *13 b :v' 41 �h n y 6a a ro 0 p R 3 c O b b lw FL ::. g'AIUMtNUM FENCE II ;URB TR ACT A I I I 3515, PAGE 714 CR i 'i E DE T�ACT C i AtJ & EGRESS 30 E EMENT FOR INGRESS - 358.00' i' ` FL .m b Afi b a m a b b b 01 4 a .--� � `QTY. ..., t •.r. -+.nt<i_' � :, ,j:^�",' 8 to lL Ik attt a :. s a. 2 m a . a P� f�,r• o -50 b 9A 3 b m b CONCRETE 9� ,.1m.1Y• 6 UM UM CONC ETE CUR pc1EA 400.00' N 07-05'30" W DEED BOOK i i L Beaches I*abitat Habitat for Humanity of the Jacksonville Beaches, Inc. l November 30, 2004 i Mr. Don Ford Building Official City of Atlantic Beach 800 Seminole Rd j Atlantic Beach, FL 32233 Don, Thank you for your call today advising me of myifailure to include Beaches Habitat's mitigation plan in our Tree Application for io Our plan is to provide replacement trees, as follo,.ivs: Inches being removed Inch�s mitigated Interior Zone: Pine 24 12 Oak 45 22.5 Total 69 34.5 Exterior Zone: Pine 140 70 Oak 14 7 Total 154 77 Total: i Pine 164 82 Oak 59 29.5 Total 223 111.5 Sincerely, Paul Finley J Construction Manager 904.334.2278 i i P.O. Box 50939 Jacksonville Beach, Flojrida 32240 (904) 241-1222 f� r ,� ' '%'fir; AGENDA ITEM#8A DECEMBER 13,2004 CITY OF ATLAN IC BEACH CITY COMMISSION TAFF REPORT AGENDA ITEM: Request from Beaches Habita� for approval of Final Subdivision Plat for Scheidel Court SUBMITTED BY: Sonya Doerr, AICP Community Development Direct�r i DATE: December 3, 2004 I I BACKGROUND: Beaches Habitat has submitted' the Final Subdivision Plat for the Scheidel Court project, which was formerly referred to as Cornell Two. The Preliminary Plat was recommended for approval by the Community Development Board at their April 20, 2004 meeting, and the Preliminary Plat was approved by the City Commission on May 24, 2004. Section 24-205 of the Land Development Regulations requires the Final' Subdivision Plat to be approved by the City Commission prior to recording. In review, the proposed project contains 1.82 acres and will consist of up to 16 dwelling units within eight two-unit buildings. The site is currently zoned RG-2 (multi-family) and is located within the Residential, High Density future land use category. The Final Plat is consistent with the approved Preliminary Plat, the Comprehensive Plan and the RG-2 Zoning District requirements. The residential units will be under a condominium form of ownership, and all common areas and stormwater facilities will be privately maintained. Cornell Lane, which is now an unimproved dirt roadway, will become a public street constructed to City standards. Staff recommends approval finding the request consiste t with the Land Development Regulations and also supportive of the Housing Element of the Compref.'ensive Plan, specifically Policy F.1.1.5, which states: The City shall continue to provide assistance and incentives where possible to encourage new affordable housing and preservation of existing housipig stock through the CDBG funded housing rehabilitation program and through assistance to organ#nations such as Beaches Habitat and Builders Care. i I BUDGET: No budget issues. RECOMMENDATION: Motion to approve the Final Subdivision Plat for the Scheidel Court subdivision finding the plat consistent with the Zoning, Subdivision and Land Development Regulations and the Comprehensive Plan. i ATTACHMENTS: Final Plat for Scheidel Court REVIEWED BY CITY MANAGER: December 13,2004 regular meeting r NV33-0 011NY11V I > Q T TI U-0 '�i g T oF� Z CL t:aw yes �F� am a y 1 n I U.0 JC.. t'SI h � � �� g� dAtA ham+ O w Jo m N YI Ln i HIMP91 ; b 21% s a CL w < a�~ &vo s tit I h I I I t so b g fla- Rw f SIR L) p vide L) I C �j NN CCC y 7 y}KK R z •� 144:" e P U N :13 U13 Up is!.9T.*j��..j]j{ p b �j UN {VW0"411 b }q� Z gb 13�=�OFNa < �ff=a= ��Fsmpa 16 NIP- I T Pz gGt�s��NWo � n� 3 5a ` N1 S Lq z 1 1.1 gig A. lllT�� 3�j6^�j<WO/-Fvo J4, gig ¢ ON _�� FH m Y �3T ` .• w Wig vol I 'm �flpvm {0 C44 & � W �am4,F , N�Zz ztxv Bp no= v { vi W5 12111 e� F g b RYS EL aao�aWaay��W�` n 7 @� y1 $b2I� �W yy! k�� s2x $a m��a<i2wc� ��m <6'l=� 2 dw O �R =� 7t 3 �` P P I � i I AGENDA ITEM#8A (030d)AVM e0 IHVW.001 DECEMBER 13,2004 01 'ON V V-1—V 'ON OVON RVIS � �I1MdIld .00*0691 3 St, ,Q ------------_._._.._� ----------•---------------------------�-ase N._._..—.__-------..____------�------ � � CL to 1 ir � m aC a $ jF Cie, �Ypulo W r ` 0. o J t CLJC4 5 TIE l i m Ileab/.y� aaxs = lI at s ers+ 7S Iz V) 04 _ z 1Iy1 Iy� /7 Q. � 1 O 1 yp 1= ZWVYiog�y��nuhiwo� !no M 1 'U Fu'.,. 1 J 17 9 qR�0 16.0 NPnN z i 1 N " 1 W= L , 1-X00,0.88 8� R9 g8ga�SRr (n i1 w O mmo IO ybj lEyO�'n Mlb.-h of✓IN �+ 1 ��. I 9.'xOfl zic W 0 U' O �+� 1 I 1 ��'FiNB'vOinpgi"rlTioBwcv I 111 1 1Y�j n (jj. m fA Z Vl Z Z 2 Z Z Lq z O > U 1 c�ytJ U V U �t�U(iUUrj iJuv O J ,c " O W 0 X01 g o N moi. y a Os �'• it LJ N�d� 0 (L z G7 a ga " AGENDA ITEM#8B DECEMBER 13,2004 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Recommended Change to City Code Article 23-36 i SUBMITTED BY: Rick Carper, P.E. Public Works Director DATE: November 22, 2004 BACKGROUND: In several sections of the City, there are areas where Public Works has assumed responsibility for mowing and trimming of the area between the edge of pa ement or back of curb and the resident maintained lawn area. This results in an unequal application of City resources, and requires in excess of 30 man-hours per week during the growing sea on that could be better applied to streets and stormwater systemmaintenance. G RECOMMENDATION: Staff recommends addi ig the following text to Section 23-36 of the City Code to require rec idents to maintain the area between the right of way line and ed a of pavement. "Additionally the Resident(or Property Owner if lot is vacant)must maintain the area betweenthe right of way line and the back of curb or edge of pavement for noncurb &gutter sections, in the same manner .and standard as the lot is maintained. (This requirement does not include mowing or other maintenance requirements within City maintained drainage swales and ditch s,which will continue to be the responsibility of City Public Works personnel. Areas where City crews currently maintain because of ongo ng Beautification efforts, including the north/ west Seminole Road right of way between 11th and 16th Street will continue to be the respon ibility of the City.)" ATTACHMENTS: 1. City Code Article III. ACCUMULATION OF WEEDS 2. FI. Association of Code Enforcement Message Center printout showing other City Codes requiring Owner/ Resident maintenance of Public Right of Way BUDGET: This proposed change as no impact on budget. IL REVIEWED BY CITY MANAGER: C i AGENDA ITEM#8B DECEMBER 13,2004 ARTICLE III. ACCUMULATION OF WEE S* *Cross references: Refuse and garbage, Ch. �6. Sec. 23-36. Height of growth. No owner or person in control of any lot,place or area within the city, or the agent of the owner or person in control, shall permit on such lot,place or area, or upon any abutting area between the right-of-way line/property line, any weeds, grasses or other deleterious,unhealthful grow1h to exceed a height of twelve(12) inches. Additionally the Resident or Pro a 'Owner if lot is vacant must maintain the area between the right of way linp and the back of curb or edge of avement for non-curb & putter sections inte same manner and standard as the lot is maintained. This requirement does not include mowing or other maintenance requirements within Ci1y maintained drainage swales or easements which will continue to be the res-Ponsibilfty of Ci1y Public Works personnel). Areas where Ci crews currently maintain because of ongoing Beautification efforts including the Seminole Road right of wgy between 11 th and 16th Street will continue to be the res-Ponsibili1y of the City. Exceptions to the provisions of this article shall apply to those properties loca ed in undeveloped areas of the city which are at least twenty (20) feet from the ne est occupied residential or business property, and which are at least twen y(20) feet away from an adjoining right-of-way in which there is a paved street. (Ord. No. 55-82-19, § 1, 3-22-82) Sec. 23-37. Notice to cut, destroy, etc. j The city manager or his designee annually or near the commencement of the growing season, shall notify by general public tion in a newspaper published within the city, all such owners,persons in control, or agents to cut, destroy, or remove any such weeds, grass, growth or matter found growing, or located on such property. (Ord. No. 55-82-19, § 2, 3-22-82) Sec. 23-38. Action upon noncompliance. Upon the failure,neglect, or refusal of any su owner, person in control, or agent, so notified to cut, destroy or remove an such weeds, grass, growth, after publication of a notice provided in section 23-37 above, the city or its authorized agent shall cut, destroy or remove any weeds, grass, growth or matter, and any expense incurred by the city or its authorized agent in doing so shall be charged against the property owner,person in control, or agents so failing, which charge may be recovered;provided, that no land clearance made necessary by excessive I i AGENDA ITEM#8B DECEMBER 13,2004 growth shall be done unless the city or its authorized agent shall first post a notice on the property to clear the excessive growth End the owner,person in control, or agent shall have seven(7) days after such notice to so clear the land. (Ord. No. 55-82-19, § 3, 3-22-82) Sec. 23-39. Removal by city. If,within seven(7) days after posting of the notice and the condition described, the notice is not then remedied, the city manager shall cause the condition to be remedied by the city at the expense of the property owner. (Ord. No. 55-82-19, § 4, 3-22-82) Sec. 23-40. Payment of charges, special assessment liens. After causing the condition to be remedied, th city manager or his designee shall certify to the finance department the expense incurred in remedying the condition, whereupon such expense,plus a charge equal o one hundred(100)percent of the expense to cover city administrative expenses,'plus advertising costs, shall become payable within thirty(30) days, after which a special assessment lien and charge will be made upon the property, which shall be payable with interest at a rate of ten (10)percent per annum from the da�e of the certification until paid. (Ord. No. 55-82-19, § 5, 3-22-82) G Secs. 23-41--23-45. Reserved. i h. �I i f f IE i f i I C f I AGENDA ITEM#811 Florida Association of CC DECEMBER 13,2004_ _ Enforcement Mes�age Center The F.A.C.E. Message Center has been reated to provide a more efficient way of exchanging information among members. Job open ngs are welcome, as are problem cases, questions about the law, and other issues facing code enforcement professionals. HOWEVER, THE BOARD OF DIRECTORS RESERVES THE RIGHT TO REMOVE A'NY MESSAGE DEEMED INAPPROPRIATE OR OFFENSIVE. i Hey, ATLANTICBEACH, you have 0 messages. Sep 27th, 2004, 12:10pm j 16 Home 3Q Help A Search Members t6I Profile 11 Notification 0 Logout Florida Association of Code Enforcement Mes 'age Board u Maintaining Right of Way » I' i Florida Association of Code Enforcement Message Board. Ordinance and Legal Assistance Ordinance and Legal Assistance (Moderator: Forum Admin) Maintaining Right of Way ,c_Previous topic I Next topic w Pages: 1 40 'Reply 21 Notify of replies 61 Send Topic E Print P Author Topic: Maintaining Right of Way Read42times) ATLANTICBEACH Maintaining Right of Way F.A.C.E. Member R «on: Sep 16th, 2004, 8:41am » i, ® Quote ff Modify 0 Remove Newbie Have citizens who refuse to cut t ie grass in the Right of Ways that front their properties. Needless to sa it gets expensive maintaining these 10 foot wide parcels. I've been asked to identify cities that have ordiances requiring citizens to maintain the Right of Ways that border their property. ® � If you have a good ordinance I can pirate, I'd appreciate hearing from you. i Posts:.4 IP Logged f i speciald Re: Maintaining Right of Way Administrator « Reply#1 on: Sep 16th, 2004, 9:48 m Quote ff Modify Here is what we have here in Se inole County. From the Seminole County Code, Chapter 95-Hope it helps. ® ARTICLE II. REMOVAL OF NUISANCES FROM PROPERTY Posts: 27 Sec. 95.11. Duty of property owners generally. It is the duty of each owner of any real property, lot, tract, or parcel of land to reasonably regulate and effectively control the growth and accumulation of matter, substances and mater als enumerated in Section 95.3, on the real property, lot, tract, or parcel of I nd and on the portion of the adjoining public right-of-way between the roperty, lot, tractor parcel and the roadway regardless of whether t e roadway is paved. IP Logged I - i AGENDA ITEM#8B Captglenn Re: Maintaining Right of Way DECEMBER 13,2004 F.A.C.E. Member « Reply#2 on: Sep 16th, 2004,2:32pm Quote 91 Modify Junior Member City of Winter Springs, i Section 13-2(d) It shall be the duty of the owner of each lot, tract, or parcel of land within the city to reasonab y regulate and effectively control Iona excessive growths and accumulations, as enumerated in subsection (c), on Posts: s the portion of the adjoining public right-of-way between the property and the street. IP Logged CHRIS Re: Maintaining Right of Way MARLAND « Reply#3 on:Sep 16th, 2004,4:30p Quote W Modify Full Member CITY OF OAKLAND PARK, F.A.C.E. Member SEC. 24-94 (A) I SWALES SHALL BE MAINTAINED BY ABUTTING PROPERTY OWNERS. ® EI MAINTENANCE SHALL INCLUDE THE PRESERVATION OF ADEQUATE SOD AND SLOPE. Posts: 38 IP Logged Brian Rewis Re:-Maintaining-Right of Way Administratorst �m „ Quote it Modify « Reply#4 on:Sep 21 , 2004, 11:44 City of Lakeland Code FACE Administrator Sec. 86-2. When vegetable grow , etc., declared nuisance; duty of owner. mom The existence of excessive accumulation or untended growth of weeds, Posts: 21 undergrowth or other dead or livig plant life; or stagnant water, rubbish, garbage, refuse, debris, trash, including but not limited to household furnishings, and all other objectionable, unsightly or unsanitary matter upon - any lot, tract or parcel of land within-this city,-be-it uncovered or_under _ open shelter, to the extent and ir the manner that such lot, tract or parcel of land is or may reasonably becc me infested or inhabited by rodents, vermin or wild animals, or may fl. rnish a breeding place for mosquitoes, to threatens or endangers the public health, safety, or welfare, or may reasonably cause disease, or adv rsely affects and impairs the economic welfare of adjacent property, is reby prohibited and declared to be a public nuisance and unlawful. For purposes of this section, any growth in excess of one foot in height is presumed to be and is prima facie evidence of a public nuisance. As used in this article, "weeds" shall mean plants that by reason of abandonment, lack of care or lack of maintenance, choke out growth of other plant material in the area. Dead, dying or unattended plant life, named or unnamed, which is abandoned or overgrown shall, for the purpose of this Code, be defined as a weed. It shall be the duty of the owner'. f each lot, tract, or parcel of land within the city to reasonably regulate a' d effectively control excessive growths and accumulations on the property Aid on the portion of the adjoining public right-of-way between he property and the street. It shall also be the duty of the owner to drair swimming pools thereon, which shall be I P AGENDA ITEM#8B DECEMBER 13,2004 unwelcome or unsanitary, have stagnant water thereon, or be in such other condition as to be susceptible to producing disease or otherwise creating a hazard. (Code 1960, § 15.05; Ord. No. 3328, § (15.05), 12-16-91; Ord. No. 3686, § 1, 11-20-95) i IP Logged Pages: 1 4110 Reply Notify of replies 91 Send Topic Z Print f =>Ordinance and Legal Assistance « Previous topic I Next topic» Florida Association of Code Enforcement Message Board » Po ered by YaBB 1 Gold -SP 1.1! YaBB© 2000-2003.All Rights Reserved. WebSite Maintained by ePolk.com i i i I I I i l F i I f I L I, I I i f AGENDA ITEM#8A PLAT B00i DECEMBER 13,2004 SHEET 1 OF 2 cera E' OEC 0 3 2004 S C RDC L.y By -- OF V30' DI- IN THE NOTICE. HERLY THIS PUT,AS RECORDED UI ITS GRAPHIC FORM,IS THE OFFICIAL DEPICTION CE OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES F BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT, ALL M UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FCR THE CONSTRUCfl ,iNSTARLATICN. "NTENANCE,AND OPERATION OF CABLE TELEVI ICH SI WOES; PROVIDED HDMEVER.NO SUCH "A RTFICATE ON.ISISTALLAnON,MANIENANCE AND CPERATiQN CIF CABLE TELENSION SHALL NTERfERE`MTH THE FACL7TIES MMD SERVICE OF AN ELECTRIC, RTIFY THAT THE ABOVE PLAT O A TRUE AND CORRECTTELFPHp1E.GAS.CR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEW" DESCRIBED OF 1HE LANDS SURVEYED.PLATTED AND DE90 CX>1iPAN DAMAGES THE FACAITIES OF A PUBLIC UILJTY,IT SHALL BE SOIII Y N.THAT THE SURVEY WAS MADE UNDER MY RESPONSW RE%KM*ME FOR THE DAMAGES. J SUPERWSICIN,THAT THE SLARVEY DATA COMPLIES WTH. REOLAREMENTS OF RMOA STATUTE 177, THAT THE THE EA9EMEN7S SHOWN HEREON AND DESIGNATED AS AN UNCBSTRUCTED ZFERENCE MONUMENTS HAVE BEEN PLACED AND PERMANENT EAMIENT SHALL REMAIN TOTALLY UNOMMUC7ED BY ANY IMPROVEMENTS -TS WILL BE PLACED ACCORDING TO THE LAWS OF THE WHICH MAY IMPEDE THE USE OF SAID EASEMENT BY THE CITY OF ATLANTIC WA AND THE CITY OF AnANT1C BEACH.FLORIDA. BEACH CR THE JACKSONVILLE ELECTRIC AUTHORITY. THE CONSTRUCTION CF DRIVEWAYS AND THE INSTALLATION OF FENCES. HEDGES AND LANDSCAPING SEALED 7HS DAY OF IS PERI SSHIE BUT STIBECT TO RE]IOVAL BY THE GRANTEE OF THE EASELENf AT THE DPfl�SE OF EACH LOT OWNER FOR THE REMOVAL AND/OR!,REPLACEMENT OF SUCH ITEMS. AND SURVEYORS.LIC. ,SED SlRVE'19(0 and THERE MAY 13E ADOMONAL RESTRICTIONS THAT ARE NOT SHOWN OR NOTED NESS Na LB 3671 ON THIS PLAT 7HAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS 0OUNTY (FS.1717.021 (18)1 WIGHT,PS.M. SURVEYOR and MAPPER WM LICENSE N0.IS XM ICATE CERTIFY THAT 7HI3 PLAT HAS MENEXAMINED AND ND THAT IT COMPLIES IN FORM W714 THE REQUIREMENTS 177. FLORIDA,STATUTES, AND SUBMITTED TO ME FOR NO IS RECORDED IN PLAT BOCK OF THE CURRENT PUBLIC RECORDS OF DUVAL IDA. DAY OF A.D.,1004. CPICUCT COURT DEPUTY CLERK �ITE z CITY OF ATLANTIC w MATY REVIEW _ SCHEI EL BEACH 0 %S BEEN RENEWED AND FOUND IN COMPLIANCE WTH 0 O APTER 177. FLORIDA STATUTES. THIS DAY 1004 A > BLVD 0 x a CITY OF - $ > NEPTUNE 1'- BEACH z STEPHEN W.CREWS.PLA a PROFESSICRAL SURVEYOR and MAPPER J STATE OF FLORIDA UCE?M Rio LS 8296 t- a $ CITY Of JACKSONVILLE NIEAEH SEINE BEACH PEPAREO 8Ys BOATWRIGw LAND SURVEYORS, INC. 1860 R08E31M amw JACKIOW*W BEACH. rIJ*DA (NWtj u1-6660 PLAT BOOK PAGE ' T SHEET 3 OF 3 � I DEED GOOK 1oea' PAGE 222 j OEM (4 _ tM11NG I g00K 1082. PAG£ 222 — L__—� — .—IP��T � �a N 0.1 30. -53&71 VOLUME 83271 PAGE 42 001 gr 4•X4•WHOMM RECORDS MOKMENT"]072) EGRESS _ ABANDON O PER OMC%A{ RE A S VOW" $Q7'04 J v+R�Au T T�aurr a N� •, +sH a 16.45 N p67424'W 90.35 r 012 0 $0514247 E iQ1.29 (.m1 C2 • U i c) f 4 I � -' 10. C7 ��.. Q & fv 0 1 o 7.5 ��C1WC E /S£ ( e Z I Z a! I JQ � ACT 19A,> � Q 5[T 4•X4.CMCFEW ` MMAWIT(lD 7072) 1 :m BOOK 3515. PAGE 714 - 4'\ �Q r ?o,z�yRO�" Alp q�Dq �y 601 ,1 G/J1 PREPARED er: BOATWRPGW LAND SURMOM W- 15W goo mms offer jACKSONVW KACN.FWRMA (W4}7u-SM i ScB-,rE- lDEL COUT< i A PART OF THE CASTRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH RANGE 29 EAST, DpVAL COUNTY, FLORIDA. i CAPTION A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COLTJ" FLORIDA. BEING MORE PAR 7CULARLY DESCRIBED AS FOLLOWS: FOR A PONT OF REFERENCE COMMENCE AT Tl - POINT POINT OF INRSECTION 00 THE EASTERLY RIGHT OF WAY UNE OF MAYPORT ROAD (STATE ROAD A-1—A, A NOW ESTABLISHED AS AN 1120 FOOT RIGHT OF WAY) AND THE NORTHERLY RIGHT OF WAY LINE OF ATLANTI BOULEVARD (STATE ROAD A-1—A, AS NOW ESTABLISHED AS AN 100 FOOT RIGHT OF WAY} THENCE NORTI 8999'35' EAST, ALONG TH NORTHERLY UNE OF SAID ATLANTIC BOULEVARD, A DISTANCE OF 1280.00 FEET T THE SOUTHWEST CORNER THE LAND AS DESCRIBED IN DEED BOOK 1082, PAGE 222 OF THE CURRENT PUB RECORDS OF DUVAL COUN , FLORIDA; THENCE NORTH 07'05'30' WEST, ALONG THE WEST UNE OF SAID LAI A DISTANCE OF 538.71 FEET TO AN IRON PIPE SET AT THE POINT OF BEGINNING; THENCE FROM SAID POINT BEGINNING NORTH 89'31'25, NEST, A DISTANCE OF 224.20 FEET TO AN IRON PIPE SET; THENCE NORTH 07'C, WEST, A DISTANCE OF 400 FEET TO AN IRON PIPE SET IN THE SOUTHERLY LINE OF A STRIP OF LAND DE CATER TO THE PERPETUAL USE OF THE PUBLIC FOR USE AS A ROAD, SAID STRIP OF LAND BEING 50 FEET WIDTH AS DESCRIBED IN OFFICIAL RECORDS VOLUME 350, PAGE 386; THENCE SOUTH 8931'25' EAST, ALONG SOUTHERLY LINE OF SAID ROAD, A DISTANCE OF 224,20 FEET TO THE POINT OF INTERSECTION OF THE SOU'i LINE OF SAID ROAD AND WEST LINE OF THE LAND AS DESCRIBED IN DEED BOCK 1082, PAGE 222; THEM SOUTH 0705'30' EAST, AL G THE WEST LINE OF SAID LAND, A DISTANCE OF 400.00 FEET TO THE POINT C BEGINNING. CONTAINING 79, 79 SQUARE FEET OR 1.82 ACRES MORE OR LESS. ADOPTION AND DEDICATION . SLiR'.ETORS'J� THIS IS TO CERTIFY THAT HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES NC.. THIS IS TO R A FLORIDA NOT FOR PROFIT t, uu=N-D/B/A WA04ES HABITAT. IS THE LAWFUL THIS is To C OWNER OF THE LANDS DESC�i I N THE CAP71C N HIE7ECK KNOW AS SCHEIi�CD-Wl,, N fl$CAPTFC Tl AND HAS CAUSED THESE LANDS BE aA%EYED AND SUBDINDEO,AND THIS PLAT MADE DIRECTION AW N ACCCRDANCE WITH SAID SU IS HEREBY ADOPTED AS THE TRUE AND CORRECT PLAT ALL OF� OF SAID LANDS THE RIGHT OF W SHoQ ON THIS PLAT, IS HEREBY IRREVOCABLY AND PERMANENT R M7HOUT NATIONS OEDlCA7V TO THE CITY OF ATLAN17C SEACH. ITS SUCCESSORS, CONTROL POIu AND ASSIGNS STATE OF FLT. SIGNED AND THE PRIVATE DRAINAGE EASENENTIII AND THE PRIVATE UNCIBSTRUCTED DRAINAGE EASEMENTS A D..2004, OVER AND ACROSS THE STORMWATEA MANAGEMENT FACILITY SHALL REMAIN PRIVATE AND ARE HERELBY DEDICATED TO THE OCHOOEL COURT CONDOMINIUM ASSDCIATJOK INC.ITS BOA7MMIT L SUCCESSORS AND ASSKM FLORIDA UCD* MAPPING 8=' i THOSE EASEMEM DESIGNATED ',EA ELECIRtC EASEL BfW ARE HEREBY IRREVOCABLY DEDICATES TO JEA. ITS AND ASSIGNS, FOR ITS NON—I7(CLIJSEVE USE IN CONJUCTION WITH 175 UNDERGROU D ELECTRICAL SYSTEM.PRONDED HOWEVER.THAT NO DGN x If PARALLEL UTILITIES MAY BE NST WITHIN SAID EASEMENTS THESE EASEMENTS SHALL ROMAN TOTALLY UNOBSTRUCM Y ANY PERMANENT IMPROWNENTS WR/CH MAY IMPEDE STATE OF . THE USE OF SAA EASEMENT SY JACXSCNW.LE ELECTRIC AUTHORITY. MOWS CERTV I N 16TNM wNEI$CF,THE HAMM CORPORATION HAS CAUSED THESE PIESE?FTS TH13 IS 10 TO BE DECUTED BY ITS PRESIDENT THIS DAY OF APPRO%0•A' 2004. OF CWTE R RECORDING A HABITAT FCR HUMANITY OF THE JACKSGNVILUE PAGES BEAMS NC.,A FLORIDA NOT FOR PROFIT CORPORATION COUNTY,na, d/b/a BEACHES HABITAT SIGNED THIS— CLERK OF THE W TNESS HAYWOOD M. BALL,NCE-FRESOENT W TNESS PLAT CCNFOR THIS PLAT Hf STATE OF FLORIDA. COUNTY OF DLINAL PART 1.00: THE FOREGOING INSTRIA.EJNT WAS ,ACKNWLEDGED BEF OW ME THIS DAY OF 2004,PY HAYWOOD M.BALL, NCE-PRESICETNT OF HABITAT FOR HUMANITY OF JACKSONV E SEACHIM NO.,A FLORIDA CORPORATION. ON BEHALF OF THE CORPORATION. HE IS PERSONALLY KNOWN TO ME, AND DID NOT TAKE AN OATH. NOTARY PUBLIC,STATE OF FLCRID AT LARGE PRINTED NATE W COMMISSON NUMB COMMISSION EIPIrtEs APPROVED FOR THE RECORD THIS IS TO CERTIFY THAT 7HS PLA r HAS BEEN EXAMNEA ACCEPTED AND APPROVED BY THE CITY OF ATLANTIC BEACH,DUVAL=AM. FLORIDA. THIS DAY OF 2004. .. MAYOR CLERK i SCB.,EIDEL A PART OF THE CA�STRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DOVAL COUNTY, FLORIDA. t GRAPHIC SCALE - - EASEMENT FOR 1"Lt 1 hmh 90 R scr 4xs'arc uorRam+r p.a ten) 4 I i TRACT „C» l ,: �CMC EA COURT 241 tl- 4 $ ell 271 t Sr CU"pgdtM NON.NEMT(SH 3m Q� CURVE TABLE CURVE BEARING CHORD RADIUS LENGTH DELTA Cl 531.11'12'E 30.82 37.50 31.54 48'11'23' C2 50718'07'E 59.88 37.50 69.35 105'57'31' C3 NQS 12'2665.67 37.50 80.00 12713'52' 04 N14'24 09 20.36 80.00 20.41 14!37'19* C5 N45'13'59 63.85 80.00 65.68 4702 23 C6 N40'55'52'E 10.70 18.00 11.72 83'5716' C7 55705'30E 11.31 8.00 12.57 90'00'00' CS S51'41'33W 13.68 8.00 16.42 11734'05" C9 N3722'54'W 8.51 8.00 8.98 64'17'01' 310 N15'3503 2.87 8.00 2.89 20'4119 311 I NOX37'00'E 7.65 8.00 7.97 57'05'26' C12 I N10'25 49'W 68.38 50.00 72.59 83'11 5' C13 I N26-55 2t 24.28 129.70 25.01 48'15'19' ,. CITY OF ATLANTIC BEACH 1800 SEMINOLE ROAD -' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 F t t E I Application Number . . . . . 04- 0100067 Date 12/09/04 Property Address . . . . . . SCHVDEL CT Tenant nbr, name . . . . . f FINAL ENGINEERING PLAN RE Application description . . . SUB PRELIM PLAT REVIEW Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 r Owner Contractor - ------------------ ----- € ------------------------ BEACHES HABITAT CONNELLY & WICKER INC. (ENG) c r ATLANTIC BEACH FL 32233 (904) 249-7995 -------------------------- Permit SUB. PRELIM. LAT REVIEW Additional desc . Permit Fee . . . . 250 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged aid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total 250 . 00 € 250 . 00 . 00 . 00 Plan Check Total . 00 f . 00 . 00 . 00 Grand Total250 . 00 ; 250 . 00 . 00 . 00 i I f i I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY F ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUII.DIN DES BUILDING OFFICIAL i t Connelly &Wicker In( . Consulting Englneers August 17, 2004 City of Atlantic Beach Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 Attn: Don Ford Re: heidel Cour a Cornell 2) Engineer ng Plan Review CWI Proj. No. 0401-40 Dear Mr. Ford: Enclosed please find copies of the following information for your review and distribution for the above referenced project: 1. Signed &Sealed Construction Plans (3 SetS). 2. Signed &Sealed Drainage Calculations (3Copies). 3. Response to Comments (3 Copies). Thank you for your assistance and should you have any questions, or require any additional information please do not hesitate to contact me at ( 04) 249-7995. Sincerely, Connelly &Wicker Inc. Tom Valencia Designer cc: Charles Kennedy Bill Byers Brian Kientz J:\ 4\0401-40 Scheidel Court\WORDPRO\LTR081704-FORD.doc 1711 South 5th Street • Jacksonville Beach, FL 32250-4040 904.249.7995 • fax 904.241.1 1 6 • www.cwieng.com Jacksonville Beach, Florida Destin, Florida DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 �1S TELEPHONE: (904)247-5834 FAX:(904)247-5843 SUNCOM: 852-5834 ez http://ci.atlantic-beach.fl.us rI ' , lc PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # i Applicant: Con O(Ako Address: f''t C C -, i Project: 4 Your application is approved as noted bye Public Works Department. Final application approval must come f om the Building Department. o Your permit application has been reviewed by the Public Works Department and the following items need attention: _ C.C...-1 e 'w7 , ASe " cp !u T t� ��1(C— 1Q5 S— i •16- SI}a v.L,> N C Y K- V_c,.c.�-r,Lj7q, Please submit these requirements to the Public Worki Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. k Reviewed b Carper, P.E., Public Works Direct:)r c/ Date �� I Signature Contractor Notified Date k I I 4 I Fx � DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4313 a SFS. TELEPHONE:(904)247-5834 FAX: (904)247-5843 1 " f SUNCOM:852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COM 1 NTS FROM THE PUBLIC UTILITIES EPARTMENT Permit Application # t APP licant: o 't 1 l.�-� c1— � z Address: CUA C - project:. Your application is approved as noted by the ublic Utilities Department. Final application approval must come from the Building Department. C2 Your permit application has been reviewed by the.Public Utilities.Department and the following items need attention: rf i Please submit these requirements to the Public Utiliti s Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi e by Donna Kaluzniak, Public Utilities Direcl or Date Si ature Contractor Notified Date DEPARTMENT OF PUBLIC WORKS J� 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 TELEPHONE: (904)247-5834 J ; FAX: (904)247-5843 SUNCOM: 852-5834 http://www.ei.atlantic-beach.n.us l l l i August 25, 2004 1 t k Tom Valencia Designer Connelly & Wicker, Inc. 1711 South 5th Street Jacksonville Beach, FL 32250 via fax: 241-1126 RE: Scheidel Court (aka Cornell 2) CWI Proj. No. 0401-40 Dear Mr. Valencia: ' C Public Works and Public Utilities have reviewe' your resubmittal on the above mentioned project and have the following comments: a Sheet 5 — 10' Drainage Easement & SJRWMD�facility should state "Private — not to be maintained by the City of Atlantic Beach.'4 Sheet 8 —Adjustment details note 4 ..."unless �therwise approved by the City of Atlantic Beach." (not JEA). I r Sheet 10 — Item 11 "Public Drainage Easemen " not to be maintained by City of Atlantic Beach. Item 28 — Include stormwater pipes to be televi�ed. i Sidewalks required per Section 24-211(b). I Street lights are strongly encouraged. JEA sho Id install at little or no cost. City of Atlantic Beach to pay for electricity. f o 0 Q. O ,0 O O C\ =O b •6 H N c O 3 O C Cl d v ,vOp H �GJ "G � O p � ON L o u H tw/f = u Oz -W v 0 s O v brl O41 O nS O u tJ u u -0 a s v t o to -+ u 4� x3 C c v ¢ s Q ~ ts- Z t-- E- s s :. 0 �� G O ++ v O o o �a Wz v u p 0 bOX 3 >� o O aO vO G c (z c D. M 0. Q .0 a o c 'tz. -t7 v p p T v a QO 4, -O^ O 'O v ' N O L = a � Q y to CT Vf C1 U �+ v w `o � s E o Q, oa 3 Q' - °�' oC UO 114 a O 0 O M V = Ua U E� � 'd '_ H � � 0 '0 �+ o u� v a �nv ,� 53 uu0 M .a c > wog vv a -- usv �a � �saV c � � ts -auu � a� o3vsa � � 5 _ hc = c30 +• v = 'Sv � � uv � ac ° 'aaoo � '� '� ° uoc � oovs Q V u D _ a. u ++ O p p p O Z< u1 N 00 M O� ch Ln O\ 0 � ,.• N M d CQ 1 4.1v v Q v � V � N ;O Ln v A C 8 R3 v U N o >, u 4) a � p c C1 Lam. v v O E 7 ve`. Vt- L1 :a�uQ :kg paMatnag -pa;atdtuoa uaaq anuq stuali asaq; uagn& uoi;uaiiddu anof,Iimgns-aa asuaid moi;uallu paau swa;i 2umoliq aqj put paeWinad F-� panoiddV :uaaq suq uoi;uailddu ;iuiaad sign, ` W I�)-dt :Iaafotd :juuaiddV :ssaappV kpadoad Oc # uoiluaiiddv 1Twaad SINaWN03 MMATH uVzd XOd 91789-LVZ(t06) I g 0085-LbZ 07(6) -� ££ZZ£upuold lgmno oiluuild Pro-d alouiuOS',008 `= Su1661� .IJNaw l Hvd:IQ 9NINOZ 9NIQ'IIIlgC] H3v5lff XlNvrlj�v AO A113 ti c r r :off Connelly &Wicker Inc,. Consulting Englneers i July 2, 2004 City of Atlantic Beach Public Works Department i P )004 1200 Sandpiper Lane Atlantic Beach, FL 32233 Attn: Don Ford Re: Scheldel Court (aka Cornell 2) Engineering Plan Review � CWI Proj. No. 0401-40 Dear Mr. Ford: I Enclosed please find copies of the following information for your review and distribution for the above referenced project: 1. Signed &Sealed Construction Plans (3 Set 2. Signed &Sealed Drainage Calculations (3 opies). Thank you for your assistance and should you have any questions, or require any additional information please do not hesitate to contact me at (904) 249-7995. 1 Sincerely, Connelly &WIcker Inc. VA& i Tom Valencia Designer cc: Charles Kennedy Bill Byers J:\04\0401-40 Scheidel Court\WORDPRO\LTR070204-FORD.doc 1711 South 5th Street • Jacksonvill Beach, FL 32250-4040 904.249.7995 • fax 904.241.1 1 16 • www.cwieng.com Jacksonville Beach, Florida Destin, Florida DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE a ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE: (904)247-5834 FAX: (904)247-5843 SUNCOM: 852-5834 ^F; http://ci.atlantic-beach.R.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: �,c n l)hhc(...rC.�%�� Address: ' t� ( C+ " Pro'J ect: rel 1 "`"r I �' AMIAdNay t4 Yourjapplication is approved as noted by the Public Works Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Works Department and the following items need attention: FoH&AV comments provided: 1)Drainage calculations call for 8"under drain; plan details call out 6 2)Plan detail shows HDPE pipe-if specifications allow only HDPE (w/watertight joints) no action required. If pipe selection is left to contractor, add detail requiring pipe joints under pavement to be fabric wrapped. 3) Plan detail calls for non-standard curb inlet-provide capacity documentation showing projected Q for 5 year storm does not exceed inlet capacity. 3)Sheet 10, note 32-Change Public Works POC to Rick Carper 4) Provide 25 year HWL for pond 5) Provide copy of NPDES NOI to COAB PW when filed with FDEP. Ricky L. Carper, P.E. Director of Public Works/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper@coab.us Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Csoli► "" Lt 'L Uw'1 r•- �7 Ile` Reviewed b Rick Carper, P.E., Public Works Directdr Date Z signatur Contractor Notified Date ■ ■ ■ CITY OF ATLANTIC BEACH BUILDING AND PLANNING & '��' ■ 800 SEMINOLE ROAD ■ ATLANTIC'BEACH,FLORIDA 32233-5445 ■ Telephone:, (904)247-5826 ■ Fax: (904):247-5845 ■ VWWV.COAB.US FAX To: n nta' �!- LA J ► L l '.,{" Fax#: cq Ll I _" 1 From: �U�?V�I �� Date: -7/ 1 lP f Pages: Re: PUT)[ ) ❑ Urgent ❑ For Review ❑ Please Reply ■ ■ ■ ■ ■ ■ ■ ■ Notes: 1EA, _-T Approved -with comments: • Drawing 5 of 11 All units must be individually metered. • Drawing 5-all units must have individual sewer cleanouts-a detail sheet will be faxed to engineer • Drawing 5 - Prefer looping water line if possible to avoid dead-end water main. If not, use 6" main to end of line with regular hydrant, not flushing hydrant. • Drawing 8 -City will provide meter. Meters to be paid for with permit. • Drawing 8- Reduced pressure zone backflow preventers must',be provided if irrigation system or auxilliary water source (well)will be installed. • Drawing 9- Provide detail for manholes. • Drawing 10 -Add note: City staff to have access to contractor's as-built drawings during construction. Thanks! -Donna -----Original Message----- From: Schlueter,Jennifer Sent: Friday,July 09, 2004 1:51 PM To: Kaluzniak, Donna Subject: Scheidel Ct. Schlueter, Jennifer From: Kaluzniak, Donna Sent: Friday, July 09, 2004 2:00 PM To: Schlueter, Jennifer Subject: RE: Scheidel Ct. Jenny, thanks, but when I tried to enter my comments it says user not authorized to this agency? Anyway, here are my comments on application 04-00100056: Approved -with comments: • Drawing 5 of 11 All units must be individually metered. • Drawing 5-all units must have individual sewer cleanouts-a detail sheet will be faxed to engineer • Drawing 5- Prefer looping water line if possible to avoid dead-end water main. If not, use 6" main to end of line with regular hydrant, not flushing hydrant. • Drawing 8-City will provide meter. Meters to be paid for with permit. • Drawing 8 - Reduced pressure zone backflow preventers must'',be provided if irrigation system or auxilliary water source (well)will be installed. • Drawing 9- Provide detail for manholes. • Drawing 10-Add note: City staff to have access to contractor's as-built drawings during construction. Thanks! -Donna -----Original Message----- From: Schlueter,Jennifer Sent: Friday,July 09,20041:51 PM To: Kaluzniak,Donna Subject: Scheidel Ct. Donna, You are now added to the above plan review to go in and approve/disapprove. Thanks, Jenny 1 Schlueter, Jennifer From: Carper, Rick Sent: Monday, July 12, 2004 2:28 PM To: Schlueter, Jennifer Cc: Showman, Lisa Subject: PW Plan Review for Scheidel Ct Following comments provided: 1) Drainage calculations call for 8" under drain; plan details call out 6". 2) Plan detail shows HDPE pipe-if specifications allow only HDPE(w/water tight joints) no action required. If pipe selection is left to contractor, add detail requiring pipe joints under pavement to be fabric wrapped. 3) Plan detail calls for non-standard curb inlet-provide capacity documentation showing projected Q for 5 year storm does not exceed inlet capacity. 3)Sheet 10, note 32-Change Public Works POC to Rick Carper 4) Provide 25 year HWL for pond 5) Provide copy of NPDES NOI to COAB PW when filed with FDEP! Ricky L. Carper, P.E. Director of Public Works/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper@coab.us i CITY OF ATLANTIC BEACH r tf1 BUILDING / ZONING DEPARTMENT L. Hi ins j 800 Seminole Road . Doerr Atlantic Beach,Florida 32233 (904)247-5$00 ,,3� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # � Lo Property Address: �I� Applicant: COO Y'-)(' 'L1f Project: RK-OL (rn This permit application has been: /Approved -�`- Reviewed and the following items need attention: G Please re-sub =8A— cation when these items'',have been completed. Reviewed By: Date: �- DEPARTMENT OF PUBLIC WORKS rel 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 J` FAX:(904)247-5843 SUNCOM:852-5834 ----� http://ci.atlantic-beach.lus o � PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES'DEPARTMENT Permit Application # '- I ��d5 Lo Applicant: I Address: -c- d , ' l"roject:. f �� Lel L"' Your application is approved as noted by the,Public Utilities Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Utilities.Department and the following items need attention: -( nc _ mac 1- / !i!/yyl _ r oL ez-ef /S Gi w d `17 ✓% ac�Pc� C- - Dv pts //✓"��2h�v.-i syS�i ©/'' ��v -e use/-s' w/ bc �rr.r Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, RAW1 Atlantic Beach, FL 32233 in order that we can approve your application. If you have any Pio✓�d,� questions please call (904) 247-5834. ��Io- l�dd n�E: �anh9les Reviewed by Donna K ak, Public Utilities Director C� 5 b�owf �k��rs � 0< e 5S as-bµilF dr�'�� Signature Date �o.ns Contractor Notified Date b DRAINAGE ANALYSIS AND STORMWATER MANAGEMENT PLAN for SCHEIDEL COURT SJRWMD and City of Atlantic Beach Submittals DuvAL COUNTY, FLORIDA Prepared for: Beaches Habitat June 30, 2004 CWI Project No.: 0401-40 Prepared by: CONNELLY &WICKER INC. 1711 5th Street South Jacksonville Beach, FL 32250 (904) 249-7995 • Fax (904) 241-1126 William J. By s, P.E. FL P.E. No 499 C TABLE OF CONTENTS 1, NARRATIVE Introduction Predevelopment Site Characteristics Drainage Soils FEMA Flood Map Review Postdevelopment Site Characteristics Drainage Tailwater Erosion Control Design Methods Stormwater Management Facility Design:Criteria 2. PREDEVELOPMENT DRAINAGE CALCULATIONS Predevelopment Drainage Areas Predevelopment Impervious and Pervious Areas Predevelopment Runoff Coefficient Predevelopment Curve Number Predevelopment Time of Concentration &Peak+,,Rating Factor Predevelopment Basin Characteristics Summary 3. POSTDEVELOPMENT DRAINAGE CALCULATIONS Postdevelopment Drainage Areas Postdevelopment Impervious and Pervious Areas Postdevelopment Runoff Coefficient Postdevelopment Curve Number Postdevelopment Time of Concentration &Peak Rating Factor Postdevelopment Basin Characteristics Summary 4. STORMWATER MANAGEMENT FACILITY DESIGN Required Treatment Volume Stage vs. Storage Calculations Underdrain Design 5. NUMERICAL MODELING Ad-ICPR Connectivity Diagrams Ad-ICPR Output/ Input Storm Sewer Design and Analysis G. REFERENCE DATA Location Map Quadrangle Map Duval County Soils Map and Data FEMA FIRM Map Geotechnical Survey (produced by AGES) j SECTION 1 NARRATIVE SCHEIDEL COURT CWI Project No. 0401-40 INTRODUCTION The 3.65-acre project site is situated in Section 38, Township 2S, Range 29E of Duval County, Florida (see attached location map). The existing site is urrently vacant with vegetation native to the surrounding area. This project proposes the construction of a residential development consisting of nine, duplex buildings providing a total of 18 single-family units. Development also includes associated supporting facilities such as water d stribution, sanitary sewer collection,and stormwater management system. A dry detention stormwater management facility with underdrains is proposed to meet the stormwater treatment and attenuation requirements. PRE DEVELOPMENT SITE CHARACTERISTICS Drainage The 11SGS Quadrangle map shows that the site is flat 'with no water features in the area. Site specific topographic survey reveals elevations ranging from 9.7 to 11.6. After further review, it is apparent that a ridge traverses the site creating two separate drainage basins directing stormwater runoff to the northwest and east directions. Soils The primary soil classification found on-site as describe', by the Soil Survey of City of Jacksonville, Duval County, Florida has a hydrologic soil type "B/D". The seasonal high groundwater level for this soil type is typically 0.0 to 1.5 feet below the grou d surface from January to October every year. FEMA Flood Map Review Review of Federal Emergency Management Agency (F MA) Flood Insurance Rate Maps (FIRM) indicated that the project site is located in Flood Zon X. This area is beyond the limits of the 500-year flood. POST DEVELOPMENT SITE CHARACTERISTICS Drainage A closed collection system is proposed to collect the tormwater runoff from the development and direct it to the management facility. One dry deter'tion stormwater management facility with underdrain is proposed to treat and attenuate the storrnwater runoff from drainage basin PO-B. The facility discharges into an existing storm sewer structure located within the public right-of-way of Cornell Lane. Tailwater Reliable tailwater elevations could not be determined' from the information available. It is our belief and assumption that the stormwater management system does not have a tailwater condition affecting the operation of the system. We Have estimated the tailwater elevations for and 6 .20 respectively. _ al to be 7.45, 5, 7.00, 6.70, a the 25-year, 10-year, 3 year, and mean annual Erosion Control Erosion control measures will be implemented during co struction to assure that water quality of the surrounding areas is not adversely impacted. This may include but is not limited to seed & mulch, silt fences and hay bales as required. Generally, he downhill sides of all disturbed areas will have silt fences installed. DESIGN METHODS Stormwater Management Facility Design Criteria Specifications for an on-line dry detention pond with underdrains was used to design a Stormwater management facility to service this site. Methods obtained from the Applicants Handbook: Regulation of Stormwater Management Systems published by the St. Johns River Water Management District (SJRWMD) April 10, 200 were used to determine the required treatment volume and retention time. Hydrologic analyses was based on SCS Curve Number methodology. The design rainfall depths were obtained from an isopluvial maps published by the SJRWMD (Rao, 1988). The SCS Type 11 Florida Modified storm was used as the design rainfall distribution. Hydraulic characteristics of the project areas were studied utilizing Streamline Technology's Advanced Interconnected Channel and Pond Routing (, d-ICPR) version 3.02 software. Storm sewer calculations were performed using Inteliso ve's Hydraflow Storm Sewers 2003. The site's storm sewer system was designed to convey th5-year storm with a minimum time of concentration equal to 10-minutes. The peak stage in tie dry detention pond obtained from the 3-year analysis was assumed as the starting water surf' ce elevation. i SECTION: 2 PREDEVELOPMENT DRAIN AGE CALCULATIONS x � Connelly & Wicker, Inc. r , , Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL f Stormwater Drainage Calculations Predevelopment Drainage Areas: BASIN NAME BASIN ARE A PR-A-Drains Offsite 0.67 acre' PR-B-Drains Offsite 1.32 acre' Total Area: 1.99 acr Onsite Area: 1.82 acres Offsite Area: 0.17 acres Total Area: 1.99 acres Predevelopment Impervious and Pervious Areas: �. Impervious• Basin: PR-A R-B Area Area Description: Ac. c. Existing Impervious 0.00 0.00 Percent Impervious 0% 0% Pervious• Basin PR-A I IR-B Area krea Description: Ac. Ac. Existing Pervious 0.67 1.32 Percent Pervious 100% 00% 0401-40-HYDRO CALCS.xIs Predevelopment 6/29/2004 a Connelly & Wicker, Inc. ' Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Stormwater Drainage Calculations Predevelopment Runoff Coefficient : Runoff Coefficient: PR-A-Drains Offsite Area Basin Area Description (Ac.) (Ac.) licitWtj licit Impervious 0.00 0.67 0.95 0.00 Pervious 0.67 0.67 0.20 11.20 Runoff Coefficient 0.20 Runoff Coefficient: PR-B-Drains Offsite Area Basin Area Description (Ac.) (Ac.) licitWi d C Impervious 0.00 1.32 0.95 .00 Pervious 1.32 1.32 0.20 .20 Runoff Coefficient .20 Predevelopment Curve Number : Curve Number Estimate: PR-A-Drains Offsite Soil Map Hydrologic Land Use Percent Area Total WTD Symbol Soil Group Description Coverage (Acres) Area CN CN 71 "B/D" Woods 100% 0.67 0.67 79 79 -- -- Impervious 0% 0.00 0.67 98 0 Based on Soil Survey Manual of Duval County. �' Curve Number 79 Notes: D Type Soils Assumed Curve Number Estimate: PR-B-Drains Offsite Soil Map Hydrologic Land Use Percent Area Total WTD Symbol Soil Group Description CoverageAcres) Area CN CN 71 "B/D" Woods 100% 1.32 1.32 79 79 -- -- Impervious 0% 0.00 1.32 98 0 Based on Soil Survey Manual of Duval County. Curve Number 79 Note: D Type Soils Assumed 0401-40-HYDRO CALCS.xls Predevelopment 6/29/2004 Connelly & Wicker, Inc. Comp.By: BL Y Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Stormwater Drainaee Calculations Predevelo ment Time of Concentration&Peak Rating Fact r PR-A-Drains Offsite'. Time of Concentration: Overland Flow Component: Ground Cover: woods&dense brush. T,Wave Travel Length: 220 ft. Slope: 0.54 % From Technical Publication No. 85-5-A Guide to SCS Runoff Procedures: (St.Johns River Water Management District) For flow lengths less than 300 ft.use the Manning-Kinematic wave equation: 0.006(n x0)0 8 n=Manning's roughness coef = 0.4 __ to (P24)0.5(SO)0.4 x0=overland flow length = 220 P24=2-yr.24-hr.rainfall depth= 5.0 t0= 0.78 hr t0= 47 min. Pipe Flow Component: *Note:Travel velocity in pipe assumed to be 2.0 ft/s T=L/V/60 sec/min Where: L=Travel Length 0 ft V=Travel Velocity 2.0 ft/s T=Travel Time 0.0 min Total Tc= 47 + 0.0 To tal Tc= 47 min J No I' : Minimum T,=20 min Peak Rating Factor: K'= 323 0401-40-HYDRO CALCS.xls Predevelopment 6/29/2004 Connelly & Wicker, Inc. Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Stormwater Drainage Calculations Predevelopment Time of Concentration&Peak Rating Fact r cont. PR-B-Drains Offsit Time of Concentration: Overland Flow Component. Ground Cover: woods&dense brush. T,Wave Travel Length: 290 ft. Slope: 0.35 % From Technical Publication No. 85-5-A Guide to SCS Runo Procedures: (St.Johns River Water Management District) For flow lengths less than 300 ft.use the Manning-Kinematic vave equation: 0.006(n x(,)0" n=Manning's ioughness coef. = 0.4 __ to (P24)0.5(So)0.4 x0=overland fl DW length = 290 P24=2-yr.24-hr.rainfall depth= 5.0 t0= 1.16 hr t0= 69 min. Note: Minimum T,,=20 min Peak Ratine Factor: K'= 323 Predevelopment Basin Characteristics Summary Area I p.Area Basin (ac) (ac) C CN T,(min) K' PR-A-Drains Offsite 0.67 0.00 0.20 79 47 323 PR-B-Drains Offsite 1.32 0.00 0.20 79 69 323 Totals 1.99 040140-HYDRO CALCS.xls Predevelopment 6/29/2004 SECTION 3 POSTDEVELOPMENT DRAINAGE CALCUU ATIONS Connelly & Wicker, Inc. r , , Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Stormwater Drainage Calculations Postdevelopment Drainage Areas: BASIN NAME BASIN AREA PO-A-Drains Offsite 0.13 II''cres PO-B-Drains to Pond 1.86 acres Total Area: 1.99 I'cres Onsite Area: 1.82 1 cres Offsite Area: 0.17 acres Total Area: 1.99 1 icres Postdevelopment Impervious and Pervious Areas: Impervious• Basin: PO-A PO-B Area Area Description: Ac. Ac. New Pavement,Buildings,&Concrete 0.00 0.91 Existing Pavement 0.00 0.00 Sub-total Impervious Areas: 0.00 0.91 Percent Impervious 0% 49% Pervious: Basin PO-Al PO-B Area Area Description: Ac. Ac. Pervious 0.13 0.95 Sub-total Pervious Areas: 0.13 0.95 Percent Pervious 100% 51% 0401-40-HYDRO CALCS.xls Postdevelopment 6/29/2004 Connelly & Wicker, Inc. r ' Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Stormwater Drainage Calculations Postdevelopment Runoff Coefficient : Runoff Coefficient: PO-A-Drains Offsite Area Basin Area Description (Ac.) (Ac.) "C" Wtd"C" Impervious 0.00 0.13 0.95 0.00 Pervious 0.13 0.13 0.20 0.20 Runoff Coefficient 0.20 Runoff Coefficient: PO-B-Drains to Pond Area Basin Area Description (Ac.) (Ac.) "C" Wtd"C" Impervious 0.91 1.86 0.95 0.46 Pervious 0.95 1.86 0.20 0.10 Runoff Coefficient 0.57 Postdevelopment Curve Number: Curve Number Estimate: PO-A-Drains Offsite Soil Map Hydrologic Land Use Percent Area Total WTD Symbol Soil Group Description Coverage (Acres) Area CN CN -- -- Impervious 0% 0.00 0.13 98 0 71 "B/D" Lawns 100% 0.13 0.13 79 79 * Based on Soil Survey Manual of Duval County. Curve Number 79 Notes: D Type Soils Assumed Curve Number Estimate: PO-B-Drains to Pond Soil Map Hydrologic Land Use Percent Area Total WTD Symbol Soil Group Description Coverage (Acres) Area CN CN -- -- Impervious 49% 0.91 1.86 98 48 71 "B/D" Lawns 51% 0.95 1.86 79 40 * Based on Soil Survey Manual of Duval County. Curve Number 88 Notes: D Type Soils Assumed 0401-40-HYDRO CALCS.xls Postdevelopment 6/29/2004 Connelly & Wicker, Inc. r , , Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Stormwater Drainage Calculations Postdevelo ment Time of Concentration&Peak RatinFac or cont PO-A-Drains Offsi e Time of Concentration: * Assumed minimum T,,of 20 minutes Peak RatinLy Factor: K'= 323 PO-B-Drains to Pod Time of Concentration: * Assumed minimum T,of 20 minutes Peak Ratlne Factor: K'= 484 Postdevelopment Basin Characteristics Summary Area Imp.Area Tc Basin (ac) (ac) C CN (min) K' PO-A-Drains Offsite 0.13 0.00 0.20 79 20 323 PO-B-Drains to Pond 1.86 0.91 0.57 88 20 484 Totals 1.99 0.91 040140-HYDRO CALCS.x1s Postdevelopptent 6/29/2004 SECTION 4 STORM'WIATER MANAGEMENT FAciLTiy DESIGN Connelly & Wicker, Inc. Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Required Treatment Volume: Stormwater Management Facility 1: Criteria 1: retention of the first 0.50-inch of runoff over the entire drainage area Criteria 2: retention of the first 1.25-inches of runoff over the impervious area acre inch feet ac-ft Criteria 1: 1.94 0.50 0.04 0.081 Criteria 2: 0.91 1.25 0.10 0.095 Criteria 1 < Criteria 2 Therefore,Off-lineTreatment Vol.Required= 0.095 ac-ft Additional Treatment for On-line Syst m* 0.081 ac-ft *(0.50-inch over drainage area) Total Treatment Volume Requiredfor project= 0.18 ac-ft 7650 ft3 Provided Storage: Stormwater Management Facility 1: Elevation Area Area Storage ft (ft) acres ac-ft 8.5 7,388 0.170 0.000 BOTTOM 9.0 7,925 0.182 0.088 9.5 8,469 0.194 f 0.182 TV ELEVATION 10.0 9,019 0.207 0.282 10.5 9,575 0.220 0.389 11.0 10,137 0.233 0.502 TOB Required Treatment Volume: 0.176 ac.-ft. Supplied Treatment Volume: 0.182 ac.-ft. J:\04\0401-20\engineering\storm.calcs.xls Connelly & Wicker, Inc. ' 1 Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Stormwater Drainage Calculations Underdrain Design: Stormwater Managemen Facility 1: Determine Lateral Spacing: Soil Permeability(K)= 17.8 1.5 (ft/hr) Safety Factor= 2.0 Design Permeability(K)= 0.7 1 ft/hr) Ellipse Equation: S= 4 K m112+ x a x m q' where: M= 2.0 ft a= 2.0 ft C= 3.0 ft t= 36 hrs q=c/t= 0.083 ft/hr q= 1.00 in/hr (see attached Figure 27.1 for variables) S= 20.7 ft USE S= 21.0 ft Determine the required number of underdrain laterals N= Dpef/S DpC1= length of top of basin in direction perpendicular to laterals(ft.) N= 2.1 = 44 ft' USE N= 3 Dpar= length of top of basin in direction parallel to laterals(ft.) 230 ft Amb= area of top of b'sin 10,120 ft Determine the required leneth of laterals: L+S >= Dpar Dpar= 230 ft L provided= 209 ft'. I Und rdrain#1 0401-40-HYDRO CALCS.xls 6/2912004 10:11 AM Connelly & Wicker, Inc. r , , Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL Stormwater Drainage Calculations Check the provided number of laterals(N)and area: A=(S * (L+S))*N where : A=total area served by laterals ft2) S=space between laterals= 21 ft L=length of each lateral = 209 ft N=number of laterals = 3 therefore: Service Area= 14,490 ft Basin Area= 10,120 ft Since Service Area > Basin Area Design is ADEQUATE Underdrain Design(cont.) Stormwater Managemeni Facility 1: Sizing of Drainage Lateral(s): Qr= flow per lateral Qr= yS 1 L+0.5(S)1 CF Where: q(in/hr)= 1.00 S(ft)= 21 L(g)= 209 CF(Conversion Factor)= 43,200 Qr= 0.107 cfs Total Flow(Qr x N)= 0.320 cfs Capacity of 8-inch perforated PVC pipe @ 0.2%slope=0.46 cfs 8" DIA.UNDERDRAIN @ MIN SLOPE=0.2% is ADEQUATE Und rdrain#1 0401-40-HYDRO CALCS.xls 6/29/2004 10:11 AM Connelly & Wicker, Inc. r , , Comp.By: BL Job No. 0401-40 Checked By: RCW Date: 6/29/2004 SCHEIDEL COURT Atlantic Beach, FL 5-Year/24-Hour Rainfall Depth Determination: Return Event Rainfall' r in 2.3 5.0 See Attached Isopluvial Map 5.0 6.3 Interpolated from Regression Analysis 10 7.5 See Attached Isopluvial Map 25 9.5 See Attached Isopluvial Map 100 13 See Attached Isopluvial Map Return Period vs.Rainf ill 14 12 y=2.1291Ln(x)+2. 09 10 A: S 8 oG00 6 4 2 1 10 100 Return Period (years) 6/29/I 004 0401-40-HYDRO CALCS.xls Rainfall Depth SECTION 5 NUMERICAL MODELING SCHEIDEL COURT DIAGRAM JUNE 23, 2004 Nodes T:BDY-PRA T:BDY-PRB A Stage/Area V Stage/Volume T Time/Stage U:PR-A U:PR-B M Manhole Basins 0 Overland Flow T:BDY-POA U SCS Unit Hydro S Santa Barbara U:PO-A Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach A:SWMF D:Outfal T:BDY-POB P:DS-SWM U:PO-B I Interconnected Channel and Pond Routing Model(ICPR) 02002 Strea line Technologies,Inc. w 0 oq A4 x 3 m o 0 0 0 (ao w M o O o o X.-i m U o O O O m W }J O O O O O 7 QI 3 m O O O O m •.1O u 44 O o 0 o r L HW O O O O � W x 7 roo ro O W M N r m .-i U W C O H 3 m N m o N 0 O N r N r O •.i i C [r W N N N N N x N m x w MN o m o o r SJ N 11 N 1 :1 N W N r cn j m U x (0 (2)w o m o m m .1J 044 O .-i O .-+ •-+ p ,- ro O o 0 0 0 aJ aJ 1i om 0 0 0 0 0 � U o m u o O o 0 0 H C bow o Cl 0 0 o O •.� m O N O N O C 41 u m m Cl m O g m m x N iJ O O O O W roW O O O N LO iJ N rn o io o io m O � � N r. O u O O O O m w roz a E W N N N N N U U) F x c a � � � 4J C C C C C ro C by a C C C E C C •n ro ro ro ro ro En z z O C a w w W m w O ❑ cn cn a+ o b U °ro m m m O U a+ w, 0 on a f X 0 4 00 ro rnw o 0 U Q N U1 w o o r O O E lJ N N (J7 ri r1 x x v+j �o 0 ro rn w Ln Ln ro ti 41 rn rn w vv � av by 5 w m a, O E E n N N x ro N U £� U x Cl m N o ro w r o N ro v a o w 0 0 A N x 3 M ro o W m 0 U 'o N O 0 o O n v 3 N o c � 0X crn E W N N U 11 �i b on ro .� to m ro p C a wwo O En a U ro v z ww � i u 00 0 U w r.� w 0 to a a� NM �+r�na 'bq w MW1nr- O ONN v' C O N N CN Qrf W 11 C1 . . . N M N N C k V1 " MMM �7w MN O W £ U N M r'-I N O ov o O i N w .. k N M0 M M x r+C c a rz H H \J F N b a wwww O w � 0 a ama0 in w y ooax m a.o.n.M b m a� U o rom am ami � CG C GCG C U rz U Basins Name: PO-A Node: BDY-POA Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Factor: 323'.0 Rainfall File: FLMOD Storm Duration(hrs): 24.'00 Rainfall Amount(in): 9.500 Time of Conc(min): 20.'00 Area(ac): 0.130 Time Shift(hrs): 0. :0 Curve Number: 79.00 Max Allowable Q(cfs): 99999.000 DCIA(%): 0.00 --------- --------------------- ----------------- Name: PO-BNode SWMF ',Status: Onsite Group: BASE Type: SCS Unit Hydrograph 111 Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: FLMOD Storm Duration(hrs): 24.00 Rainfall Amount(in): 9.500 Time of Conc(min): 2000 Area(ac): 1.860 Time Shift(hrs) : 0.(0 Curve Number: 88.00 Max Allowable Q(cfs): 99 .999.000 DCIA(%): 0.00 --------------------------------------------------------- - Name: PR-A Node: BDY-PRA Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: uh323 Peaking Factor: 32:.0 Rainfall File: FLMOD Storm Duration(hrs) : 24'00 Rainfall Amount(in): 9.500 Time of Conc(min): 47'00 Area(ac): 0.670 Time Shift(hrs): 0. 0 Curve Number: 79.00 Max Allowable Q(cfs): 99! 999-000 DCIA(%): 0.00 ---------Name PR-B---------------------Node BDY-PRB--------------- Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Factor: 323.0 Rainfall File: FLMOD Storm Duration(hrs): 24.00 Rainfall Amount(in) : 9.500 Time of Conc(min): 69.00 Area(ac): 1.320 Time Shift(hrs): 0. 0 Curve Number: 79.00 Max Allowable Q(cfs): 99 999.000 DCIA(%): 0.00 Name: BDY-POA Base Flow(cfs): 0.000 Init tage(ft): 10.300 Group: BASE Warn tage(ft): 999.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 10.000 12.00 10.300 24.00 10.000 -------------------------------------------------------------------'r--------------------- Name: BDY-POB Base Flow(cfs): 0.000 Init 'Stage(ft) : 5.200 Group: BASE Warn 'Stage(ft): 10.200 Type: Time/Stage Time(hrs) Stage(ft) -----------0.00 ----------5 200 10.00 6.320 12.00 7.450 14.00 6.320 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Stre ' line Technologies,Inc. Page I of 6 24.00 5.200 -------------------------------------------------------------------- ---- Name: BDY-PRA Base Flow(cfs) : 0.000 Init tage(ft) : 10.300 Group: BASE Warn tage(ft) : 999.000 Type: Time/Stage ------Time(hrs) Stage(ft) ----- 0.00 10.000 12.00 10.300 24.00 10.000 -------------------------------------------------------------------- ------ --- - Name: BDY-PRS Base Flow(cfs) : 0.000 Init tage(ft): 5.200 Group: BASE Warn tage(ft) : 10.200 Type: Time/Stage Time(hrs) Stage(ft) --------------- ------------ 0.00 5.200 10.00 6.320 12.00 7.450 14.00 6.320 24.00 5.200 -------------------------------------------------------------------- --------------------- Name: SWMF Base Flow(cfs): 0.000 Init tage(ft): 8.500 Group: BASE Warn 8tage(ft): 11.000 Type: Stage/Area Stage(ft) Area(ac) ---------- -- 8.500 ------- 0.1700 9.000 0.1820 9.500 0.1940 10.000 0.2070 10.500 0.2200 11.000 0.2330 Cross Sections Name: Group: BASE Encroachment: No Station(ft) Elevation(ft) Manning's N =====Pipes Name: DS-SWMF From Node: SWMF Len'th(ft): 414.00 Group: BASE To Node: BDY-POB Count: 1 Friction E uation: Average Conveyance UPSTREAM DOWNSTREAM Solution Al orithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Los Coef: 0.00 Rise(in): 18.00 18.00 Exit Lo s Coef: 0.00 Invert(ft): 6.000 5.200 Bend Lo s Coef: 0.00 Manning's N: 0.130000 0.130000 Outlet Ct'1 Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ct l Spec: Use do 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 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Strea line Technologies,Inc. Page 2 of 6 =====Drop=Structures _=_a== Name: Outfall From Node: SWMF Len th(ft) : 382.00 Group: BASE To Node: BDY-POB Count: 1 UPSTREAM DOWNSTREAM Friction E uation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef; 0.500 Invert(ft): 5.680 4.800 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ct1 Spec: Use do or tw Top Clip(in) : 0.000 0.000 Inlet Ct 'l Spec: Use do 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 1 for Drop Structure Outfall *** TABLE Count: 1 Bottom Clip(in): 0.(00 Type: Vertical: Mavis Top Clip(in): 0.(00 Flow: Both Weir Disc Coef: 3-00 Geometry: Rectangular Orifice Disc Coef: 0.100 Span(in): 4.00 Invert(ft): 9.!00 Rise(in): 999.00 Control Elev(ft): 9. 00 Hydrology Simulations Name: 10-year Filename: J:\04\0401-40 Scheidel Court\ENGINEERING\hydro\10-yea .R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: FLMOD Rainfall Amount(in): 7.80 Time(hrs) Print Inc(min) 24.000 15.00 --------------------------------------------------------------------'------------------------------- Name: 25-year Filename: J:\04\0401-40 Scheidel Court\ENGINEERING\hydro\25-YEA .R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: FLMOD Rainfall Amount(in): 9.60 Time(hrs) Print Inc(min) 24.000 15.00 -------------------------------------------------------------------- ------------------------------- Name: 3-YEAR Filename: J:\04\0401-40 Scheidel Court\ENGINEERING\hydro\3-YEAR'„R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: FLMOD Rainfall Amount(in): 5.80 Time(hrs) Print Inc(min) --------------- ------- 24.000 15.00 ------ --------------- Name: Mean Annual Filename: J:\04\0401-40 Scheidel Court\ENGINEERING\hydro\MEAN.R32 Override Defaults: Yes Storm Duration(hrs) : 24.00 Rainfall File: FLMOD Rainfall Amount(in): 5.20 Interconnected Channel and Pond Routing Model(ICPR) 02002 Stre line Technologies,Inc. Page 3 of 6 Time(hrs) Print Inc(min) --------------- ----- -------- 24.000 15.00 a=== Routing Simulations Name: 10-year Hydrology Sim: 10-year Filename: J:\04\0401-40 Scheidel Court\ENGINEERING\hydro\10-yea ,.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft) : 0.10 Delta Z Factor: 0. 0500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 2400 Min Calc Time(sec): 0.5000 Max Calc Time(sec) : 600000 Boundary Stages: 10-YEAR Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 24.000 15.000 Group Run BASE Yes ------------------------------------------ ----------- Name: 25-Year HydrologYSim: 25-Year Filename: J:\04\0401-40 Scheidel Court\ENGINEERING\hy dro\25-YEA�.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 0.10 Delta Z Factor: 0.0500 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 Boundary Stages: 25-YEAR Boundary Flows: I Time(hrs) Print Inc(min) 24.000 15.000 Group Run BASE Yes --------------------------------------------------------- ----------------------------- Name: 3-YEAR Hydrology Sim: 3-YEAR Filename: J:\04\0401-40 Scheidel Court\ENGINEERING\hydro\3-YEAR'I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 0.10 Delta Z Factor: 0. 1000 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 2400 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 24'0000 Boundary Stages: 3-YEAR Boundary Flows: Time(hrs) Print Inc(min) --------------- -------- 24.000 15.000 Group Run --------------- ----- BASE Yes ------------------------------------------------------------------- ------------------------------- Name: Mean Annual Hydrology Sim: Mean Annual Filename: J:\04\0401-40 Scheidel Court\ENGINEERING\hydro\MEAN.I 2 Execute: Yes Restart: No Patch: No Alternative: No Interconnected Channel and Pond Routing Model(ICPR) 02002 Strea line Technologies, Inc. Page 4 of 6 I Max Delta Z(ft): 0.10 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 24. 0 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.000 Boundary Stages: MEAN-ANNUAL Boundary Flows: Time(hrs) Print Inc(min) --------------- 24.000 15.000 Group Run --------------- ----- BASE Yes =====Boundary=Conditions =========3==_____________________________`__ Name: 25-YEAR Node: BDY-POB Type: Stage Time(hrs) Stage(ft) ----------0 000 --------------- 10.000 6.320 12.000 7.450 14.000 6.320 24.000 5.200 --------------------------------------------------- Name: 25-YEAR Node: BDY-PRB Type: tage Time(hrs) Stage(ft) ----------0.000 ----------5 200 10.000 6.320 12.000 7.450 14.000 6.320 24.000 5.200 ----------------------------------------------------- Name: MEAN-ANNUAL Node: BDY-PRB Type: tage Time(hrs) Stage(ft) ----------0.000 --------------- 10.000 5.700 12.000 6.200 14.000 5.700 24.000 5.200 - ------------------------------- ----------- ----- ------- - -------------- -- -- Name Type: MEAN-ANNUAL Node: BDY-POB tage Time(hrs) Stage(ft) ----------0.000 --------------- 10.000 5.700 12.000 6.200 14.000 5.700 24.000 5.200 -------------•------------------------------------------------------ Name: 10-YEAR Node: BDY-PCD Type: Stage Time(hrs) Stage(ft) ----------0.000 ----------5 200 10.000 6.100 12.000 7.000 14.000 6.100 24.000 5.200 ------------------------------------------------------------------- ----------------- Name: 10-YEAR Node: BDY-PRB Type: 'Stage Time(hrs) Stage(ft) ----------0 000 --------------- 10.000 6.100 12.000 7.000 14.000 6.100 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Stre'mline Technologies,Inc. Page 5 of 6 24.000 5.200 ------Name 3-YEAR----------------Node BDY-PRB------------- Type: Stage Time(hrs) Stage(ft) --------- 0 000 --------------- 10.000 6.000 12.000 6.700 14.000 6.000 24.000 5.200 -------------------------------------------------------------------- ------------------------------- Name: 3-YEAR Node: BDY-POB Type: Stage Time(hrs) Stage(ft) ----------0.000 --------------- 10.000 6.000 12.000 6.700 14.000 6.000 24.000 5.200 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 6 of 6 M O 04 O y O O N v � x N O O O a N J C9 O o Z (O M m 0 v 0 co 0 c O O FL U oz � a � N L � d m 8 N N V d o N T L) rn CD CO C d N G 7 O. 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(p O N N 'n W a) O I� N p 0 01 co n (D r M N to O d yam+ N r r O O n N N N N 01 n Lo a m rn n n n o ti � °D c IEp C'7 N CV N r N 0 CO O w ad. Q N r- n r- N N N L Z CL 0 0 o O o 0 d N Lr) Lr) U') N N N Q r r r J 2 .,) U')d ccoo (00 coONO N OR n !� h (O O > N h Cl) Cl) 001 O N N L0 (A U) tY T 00 00 c o n o 0 m 0 J N r - L0 N Go CD N w � O O O It r M fA e O N N N O r N III.. r O O O O O O O N^ i� 0 d M L0 01 N O O O W d.r O M Q) a0 O O O n n O (O r 01 m r r r N 10 O CO }+ > (D N r r r O O r f/J N N N co to M) O n n n O ti Lo �. N E (li N CV N r r N E R O r O N Cl) n n n Cl) Cl) M rn V C � O' N t` n h N N N � c r r r r r r a CL (n o 0 o u1 u) Lt1 (°p d $ N N N N U D U (Oo, N Ono r- p (3� 000 n n (O (O (D 0) R9 > y L >g' 0) coo 0) Lo 0 E m C ..i Lo Lo co O O N is L a L N U O ■ 'V (XD a00 a00 a0O M f0 \Y N CN Z co 00 co .Lo- to r LL N LU N v F- 0` d O T c a z i J n (o v1 Cl)M N r SECTION 6 REFERENCE DATA LNAVAL STATI 0 ITE z O 0 Q Cl TY OF ATLANTIC BEACH ry 0 h Q Cl TY OF 5 NEPTUNE BEACH �1 Ln m r.- A 1 A N 0 11 i N A Clry TY OF a o JACKSONVILLE BEACH m � z A1A v cn a� a U 0 a Section 38, Township 2 South, Range 29 EastoRTH n.t.s. �r i CONNELLY & WICKER INCJ SCHEIDEL COURT i 1711 SOUTH FIFTH STREET o JACKSONVILLE BEACH, FLORIDA 322 0 0401-40 Q-24-04 t, 419 t, z IT IP jP low ai•: `` ,}a y,. ' ^ t a p r = b a u. he � , N TLA, Source: USGS Topographic Quadrangle "Jacksonville Beach, Florida", revised 1992 Section 38, Township 2 South, Range 29 East ORTHNTS r 'CONNELLY & WICKER INC. Scheidel Court Quad Map 1711 SOUTH FIFTH STREET JACKSONVILLE BEACH, FLORIDA 3225C 0401-40 6724-04 �aa SOIL SOIL DESCRIP11ON HYD- HIGH WATER TABLE SYMBOL GROUP 71 Boulogne fine sand 0-2% slopes B/D 0.5 — 1.5 Source: USDA Soil Survey, City of Jacksonville, Duval County, Florida 1998. Section 38, Township 2 South, Range 29 East n.t.s. r CONNELLY & WICKER INC. Scheidel Court Soil Map 1711 SOUTH FIFTH STREET JACKSONVILLE BEACH, FLORIDA 3225C 0401-40 6724-04 I City of Jacksonville, Duval County, Florida 197 x x x x x x x x 7+ q x to 3 tr1 3 b tr! bI to 3 3 bl to of rn b o °vx a° x a° x x x x a° a° x x x x x x" I I I I I ! I I I I I I t I 1 W ro I I I I I v I I I I I I I I I I p N ri I I I I I L I I I I I 1 I I I I L N 1 I I I I b I I I 1 1 I I I 1 I X b N I I fti .Ci .4 W fi r.. .4 I .ri �'. 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Scheidel Court Fema Map 1711 SOUTH FIFTH STREET JACKSONVILLE BEACH, FLORIDA 32251 0401-40 6-24-04 i May 27, 2004 BEACHES HABITAT P.O. Box 50939 Atlantic Beach, Florida 32240 Attention: Mr. Charles E. Kennedy, P.E. Re: Report of Exploratory Borings and Doub�e Ring Infiltration Testing Proposed Cornell Lane Subdivision Atlantic Beach, Florida AGES Job No. J7462A, Report No. 001 Dear Mr. Kennedy: Atlantic Geotechnical&Environmental Services,Inc. AGES)has completed the requested exploratory borings and double ring infiltration testing at the propos', d project site. Our services were performed in accordance with AGES Proposal No.04JP2627 dated IV ay 12, 2004. Authorization for our services was provided by Mr. Paul Finley of Beaches Habitat on May , 4, 2004. This letter report presents an outline of the project background information provided, describethe field testing performed, and presents the collected test data. General project information was provided by Mr. Char es Kennedy of Beaches Habitat during recent telephone conversations. Plans provided for our use and review include a Preliminary Plat-Option C dated May 7, 2004 prepared by Beaches Habitat For Humanity. This plan illustrates the proposed street and retention pond layout. It is our understanding that the subsurface data will be used in the design and permitting process. The field exploration,which was performed on May 27,2 04,consisted of two(2),6-foot auger borings(A1 and A2) and one double ring infiltration test (DR1). At the double ring infiltration test location, a six-foot deep exploratory auger boring was performed in general E ccordance with ASTM D 1452,"Soil Investigation and Sampling by Auger Borings". The soils were visually'classified by our engineer.The auger boring and DRI test locations, as shown on the attached Field Exploration Plan,were selected by Beaches Habitat and established in the field by AGES personnel using taped measurements from the existing site features and property corners. The locations shown on the Field Expl' ration Plan should be considered approximate. The attached Double Ring Infiltration Test Result sheet resents the results of the infiltration testing and the soil conditions encountered at test location.The Auge Boring Records present descriptions of the soils encountered along with the groundwater levels observed at the time of drilling. The depth designations on the Auger Boring and DRI Test records represent the approximate boundary between the various soils encountered,as determined in the field by our personnel. n some cases,the transition between the various soils may be gradual.A brief discussion of the double ring nfiltration test and drilling procedures is provided in the attachments. Representative soil samples obtained during our field exp oration were returned to our office and examined by a geotechnical engineer. The samples were visually classified in general accordance with ASTM D 2488 (Unified Soil Classification System). One(1)organics content test was conducted in the laborat ry on a representative soil sample obtained from the borings. This test was performed to aid in classify ng the soils and to help quantify and correlate engineering properties The results of the test are presented on the attached Summary of Laboratory Test Data. A brief description of the laboratory procedures used is also attached. ATLANTIC GEOTECHNICAL AND ENVIRONMENTAL SERVICES 9556 Historic Kings Road South,Suite 107•'Jacksonville, Florida 32257-2010 -> (904)886-0766 0(904)8 ,0-5190(FAX) BEACHES HABITAT May 28, 2004 Page 2 Atlantic Beach, Florida Pa�� 9 AGES appreciates the opportunity to be of service to you on this project. Geotechnical engineering evaluation of the collected test data was beyond the requested scope of services ; however, we would be pleased to assist you if desired. We are available to answer any questions you may have concerning this report and to provide any further services that may be needed as your plans proceed. Very truly yours, AG , Inc.. ti Greg Holtz, P. E. ewis E. Hay, P Geotechnical Engineer Senior Geotechnical Engineer Registered, Florida No. 61122 Registered, Florida No. 42802 LEH/gh/J7462A Attachments Distribution:Addressee(3) If III ATTACHMEN S Site Location N ap Field ExplorationPlan Double Ring Infiltration Tes Results Sheet Summary of Laboratory Test Data Field Exploration Procedures Laboratory Test Pro edures I I' s I(SJ �'— Levy R-d — _a �•-�• rruLn _ _. 'CV _.. . ' '-n Len �` t''r' a eq I kAGAmberg . Ln IF ni Ln td -tom r t ,� t rig' lay ICU 3 CD CIV. --Lw Ln 9thLen I" Um MIA tP TTrfton St SI TE . , Vftun Ik 'Ii .......- —� —g. %n ds .ter Neptune Beach Acacb Rd �Ln REFERENCE: A°' Expedia.com Eli!�S ATLANTIC GEOTECHNICAL k ENVIRONMENTAL SERVICES Jacksonville, Florida SITE LOCATION MAP Cornell Lane Subdivision Atlantic Beach, Florida o DRAWN OK DATE: 05/27/04 SCALE: z CHECKED: LEH JOB N0: J7462A NTS Z If / A/ �S4 -7111 18.0w ssm'". DR1 / / ,) B' AUGER BI / / 3)HORIZONTAL / / ages ATLANTIC GEOTECHNICAL It ENVIRONMENTAL SERVICES FIELD EXPLORATION PLANsonviue, Florida Cornell Lane Subdivision Atlantic Beach, Florida DRAWN: I OK D CHECKED: LEH ATE 05/27/04 SCALE: JOB N0:J7462A 1 =40' N 1�t r C4 00 00 LO LU 00 cM _ o f- (/) LN i?5 2 0 to ° z Q > 0 o C �Q o uJ z Lo w F- O M ,f Z a � W � 0 0 od w Z � 2 a = C-) _O � Z W u Q w O w � oUz � -� 0 � 0 F- W = W �j Z LL ` Ln EL � on- O � oWWN � Z ~ NJ cn - p - N FW- FJ I� w w LL w ¢ wO � C�LL z < N W � ww � 0 LL + � � w �- wu� _Z � '� m Z o cnZ0 < M A, c LO $` • O LO O LO O Lo O w M N N �- N WH/NI) JL" NOI1VI1.II-qN1 � N ~ W D 0 0 0 N O N N L' P �xs = Ln CO co D) co O O as S LL E m U a 3 d 4 0 Z co N Q N O (D LL 3 F- 0 ZZ U W E-- 0 0 0 0000 (6 �-- J 0 0 0 0 0 0 O m ; t = C Z 0 Ln Un O Ln O O C. Z a� y J m Q d N N co N M co Q p < W iL U C C O o c Q o co LL N O O C N N U) F U7 o O C7 i W m DO � W LL M uo o o� F ZLL) O Ln O Ln O Ln cs ai c F �J O Z Q Z r T N N Ch M o M N of Q cr 1 , z 7 Z J p-I O O 04 M •c � I- .. w aes AUGER BORING F ECORDS Cornell Lane u divison Atlantic Beach, Florida AGES Job No.J7462A I teport No. 001 Date Performed: 05/25/04 Performed By: G.Middleton Auger ID Depth (Feet)' SOIL DESCRIPTION Al 0.0-2.0 Grey Fine SAND /Trace Roots 2.0-3.6 Dark Brown Slightly Silty Fine SAND w/Trace Roots 2.6-6.0 Dark Brown Fine SAND w/Some Weakly Cemented (Hardpan)Zones A.B.T." GWL`=6.1 Feet A2 0.0-2.0 Grey Fine SAND /Trace Roots 2.0-2.5 Dark Brown Slightly Silty Fine SAND w/Many Roots 2.6-6.0 Dark Brown Fine SAND w/Some Weakly Cemented (Hardpan)Zones A.B TT GWL`= 5.7 Feet f i a-Depth measured below ground surface existing at boringlocation at time of drilling b-Auger Boring Terminated (A.B.T.) c-Groundwater Level(GWL)depth below existing ground surface, recorded at time of drllling� J7462Aaug.wpd SUMMARY OF LABORATORY TEST DATA Cornell Lane Subdivision Atlantic Beach, Flprida AGES Job No J7462A, Report 001 Date Tested: 05/27/04 By: DaveMiddleton DEPTH USCS MOISTURE Atterberq Limits Boring ID Sample FT. Symbol CONTENT ° Liquid Plastic Plasticity # Fli ES Limit % Limit % Index °/a ORGANICS A2 2 2.0 -2.5 SP-SM --- -- --- --- --- 11.5 LA I. Moisture Content represents the Inaitu moisture content(Wn)and was determined in accordance with ASTM D-2216 2- Fines Content(FC)Is defined as the percent of material by weight passing the#200 Sieve(ASTM -1140) 3- Organic Content represents the insitu organic content and was determined in accordance with A STM D-2974 J7462A1ab.wbt I r M FIELD EXPLORATION PROCEDURES Auger Borings (Manual) The auger borings were performed manually using a post-hole auger. The auger borings were drilled in general accordance with ASTM D 1452-80 ("Soil Investigation and Sampling by Auger Borings"). Representative samples of the soils brought to the ground surface by the augering process were placed in glass jars, sealed, and transported to our laboratory where they were examined by a geotechnical engineer to verify the driller's field classification. Double-Ring Infiltrometer Test The double-ring infiltrometer test was performed in the field in general accordance with the procedures outlined in ASTM D 3385-75, "Infiltration Rate of Soils in Feld using Double-Ring Infiltrometers". Testing consisted of initially clearing all surface vegetation and topsoil from within the test area. The outer ring, which is approximately 24 inches in diameter, was then driven to a depth of six inches below the exposed ground surface. The inner ring, approximately 12 inches in diameter, was then centrally located within the outer ring and driven to a depth of two inches. A thin lay qr of gravel was placed upon the exposed soils within both rings. The two rings were then simultaneously filled with water to a',height of four inches above the exposed ground surface test soils. The water level was maintained at this height throughout the test period,with the required amount of water added to maintain this level in both rings recorded at time intervals of five minutes. The infiltration rate for (1) the inner ring, (2) the annular space etween the rings, and (3) both rings combined is determined by dividing (a) the water volume used (with each specific area) during the stabilized flow period of the test, by(b)the specific area and (c)the time it terval. Infiltration units are generally converted to units of inches per hour. The infiltration rate for the inner ing, if different than the infiltration rates of either the annular area between the rings or the combined area of both rings, according to ASTM should be used as the infiltration rate for the soils. Laboratory Test Pr cedures Organic Loss on Ignition (Percent Organics) The organic loss on ignition or percent organic material ir the sample tested was determined in general accordance with ASTM D 2974. The percent organics is th material, expressed as a percentage,which is burned off in a muffle furnace at 550° Celsius. y: y Y i' f. { 4i r t;- U xc F Source: City of Jacksonville GIS Mapping Section 38, Township 2 South, Range 29 East n.t.s. r CONNELLY & WICKER INC. Scheidel Court Aerial Map 1711 SOUTH FIFTH STREET JACKSONVILLE BEACH, FLORIDA 32250 0401-40 6-18-04