| Date |
Text |
| 2011-06-02 16:13:38 | STATUS IS FAIL. |
| | |
| | BASED ON THE PROPOSED SITE PLAN, WE NEED ADDITIONAL |
| | INFORMATION REGARDING THE TOTAL SITE IMPERVIOUS V. |
| | PERVIOUS SURFACE. |
| | INCLUDE THE CALCULATED TOTAL STORMWATER RUNOFF FOR A 1" |
| | RAIN EVENT. |
| | (RETENTION OF THE 1ST INCH OVER THE PROJECT AREA OR 2.5 |
| | TIMES THE PERCENTAGE OF IMPERVIOUS AREA WILL NEED TO BE |
| | DOCUMENTED FOR WATER QUALITY PURPOSES) |
| | EVEN THOUGH PORTION OF PAVEMENT TO THIS SITE IS |
| | EXISTING, WE NEED TO FIND AN ACCEPTABLE METHOD OF |
| | RETAINING THE STORMWATER. |
| | AS A SUGGESTION, YOU MAY WANT TO EXPLORE CROWNING THE |
| | PARKING AREA TO DIRECT THE STORMWATER TO THE PERIMETER |
| | VACANT AREAS AND CONSTRUCT A SWALE SUFFICIENT FOR THE |
| | CALCULATED VOLUME DETENTION. |
| | |
| | A SEPARATE SUBMITTAL WILL NEED TO BE MADE DIRECTLY TO |
| | ENGINEERING SERVICES DEPARTMENT. |
| | GO TO |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_FORMS.PHP |
| | GO TO |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/UPLOADS/2010-10-20 |
| | -16-37-34-DEVELOPMENTPERMITPACKAGE2011.PDF |
| | PRINT AND SUBMIT: |
| | #1 DEVELOPMENT APPLICATION COVER |
| | #2 STANDARD APPLICATION FOR DEVELOPMENT PERMIT FORM |
| | ALONG WITH |
| | 1. ENGINEERING PLANS - SIX (6) SETS OF SIGNED AND |
| | SEALED PLANS IN THE ORDER LISTED BELOW, ALONG WITH A |
| | LETTER DESCRIBING THE SUBMITTAL. |
| | A. COVER SHEET |
| | B. PAVING, GRADING, AND DRAINAGE PLANS |
| | C. PAVING, GRADING, AND DRAINAGE DETAILS |
| | D. WATER AND SEWER PLAN (SHOW EXISTING SEWER CLEAN-OUT |
| | LOCATION, SHOW EXISTING WATER METER LOCATION) |
| | E. WATER AND SEWER DETAILS* (IF ANY ANY NEW WATER AND |
| | SEWER SERVICES ARE REQUESTED) |
| | F. OFFSITE IMPROVEMENTS (DRIVEWAY APRONS, SIDEWALKS, |
| | SERVICE RELOCATION/MODIFICATIONS, ETC) |
| | G. STORMWATER POLLUTION PROTECTION PLAN |
| | 2. DRAINAGE CALCULATIONS - 2 COPIES SIGNED AND SEALED |
| | (INCLUDE SURFACE WATER MANAGEMENT CALCULATIONS IN ACRES |
| | AND S.F.) |
| | A.IDENTIFY ANY LOCATION ON OUTFALL TO CITY CONNECTION. |
| | |
| | #3 DUMPSTER OPENING DIMENSION NEEDS TO BE 12'-6" |
| | MINIMUM. |
| | |
| | #4 SHOW PROOF OF UNITY OF TITLE TO ALL PROPERTIES. |
| | |
| | #5 PROVIDE ON CURB CUTS, CITY OF WPB STANDARD CONCRETE |
| | DRIVEWAY DETAIL. |
| | SEE GENERAL CONSTRUCTION STANDARD DETAILS AVAILABLE VIA |
| | WEB. |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_STANDARDS.HTM |
| | |
| | #6 EXISTING CONCRETE APRONS NOT NEEDED WILL NEED TO BE |
| | SHOWN, REMOVED AND RESTORED. |
| | |
| | #7 A COPY OF THE APPROVED SITE PLAN SHOULD BE INCLUDED |
| | WITH YOUR REVISIONS. |
| | |
| | ENGINEERING SUBMITTAL SHALL BE MADE TO : |
| | ENGINEERING SERVICES DEPARTMENT |
| | ATTENTION: MR. BRIAN MOREE, CONSTRUCTION SUPERVISOR |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | |
| | ******************************************************* |
| | ********** |
| | |
| | GENERAL COMMENTS: |
| | PLEASE SHOW EXISTING FFE AND PROPOSED BUILDING FFE. |
| | EXISTING BUILDINGS WHICH HAVE PLUMBING DRAIN OUTLETS AT |
| | AN ELEVATION 12? OR LESS ABOVE THE GROUND SURFACE OF |
| | THE NEXT UPSTREAM MANHOLE, WHERE THE ELEVATION OF ANY |
| | FLOOR IS AT OR BELOW THE INVERT OF THE ADJACENT CITY |
| | SANITARY SEWER MAIN OR |
| | IS LESS THAN 12?ABOVE THE GROUND SURFACE OF THE NEXT |
| | UPSTREAM MANHOLE, OR WHERE A CONDITION EXISTS WHERE A |
| | PLUG IN THE CITY SANITARY SEWER MAIN WILL CAUSE THE |
| | HYDRAULIC GRADIENT TO RISE ABOVE THE LOWEST FLOOR |
| | LEVEL. |
| | |
| | CITY ORDINANCE 3132-98, SECTION 32-18(A): "...IT SHALL |
| | BE UNLAWFUL FOR ANY PERSON TO DIRECTLY OR INDIRECTLY |
| | DEPOSIT, DISCHARGE, SPILL, OR DUMP INTO ANY OF THE |
| | PUBLIC WATERS OR MUNICIPAL SEPARATE STORM SEWER SYSTEM |
| | WITHIN THE CITY, ANY SUBSTANCE OTHER THAN THAT COMPOSED |
| | ENTIRELY OF STORM WATER." AND, SECTION 32-18(C): "NO |
| | PERSON MAY MAINTAIN, USE OR ESTABLISH ANY DIRECT OR |
| | INDIRECT CONNECTION TO THE STORM WATER SYSTEM THAT |
| | RESULTS IN ANY DISCHARGE IN VIOLATION OF THIS |
| | ORDINANCE. THIS PROHIBITION IS RETROACTIVE AND APPLIES |
| | TO CONNECTIONS MADE IN THE PAST, REGARDLESS OF WHETHER |
| | MADE UNDER A PERMIT, OR OTHER AUTHORIZATION, OR WHETHER |
| | PERMISSIBLE UNDER LAWS OR PRACTICES APPLICABLE OR |
| | PREVAILING AT THE TIME THE CONNECTION WAS MADE." |
| | |
| | CHAPTER 62.302, F.A.C. EFFECTIVELY STATES THAT THE SITE |
| | IS NOT ALLOWED TO DISCHARGE ANY QUANTITY OF WATER THAT |
| | VIOLATES STATE WATER QUALITY STANDARDS. CITY ORDINANCE |
| | 3132-98, SECTION 32-18(A) STATES THAT IT IS A VIOLATION |
| | TO DISCHARGE ANYTHING EXCEPT STORM WATER INTO THE |
| | CITY'S MS4. THE CITY HAS THE AUTHORITY AND OBLIGATION |
| | TO ENFORCE THESE RESTRICTIONS. IF THE APPLICANT'S |
| | PROPOSED SYSTEM IS NOT PROVIDING SUFFICIENT WATER |
| | QUALITY TREATMENT (SO THAT ANY DISCHARGE IS FREE OF ALL |
| | BUT STORM WATER RUNOFF), THEN APPLICANT MUST RE-DESIGN |
| | THE SYSTEM. |
| | |
| | ******************************************************* |
| | ********** |
| | |
| | MANUEL JULIAN GONZALEZ |
| | CONSTRUCTION SERVICE DEPARTMENT ENGINEERING REVIEW |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 644-7301 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | |
