| 2021-05-10 09:19:17 | COMMENTS PER MARK HURLEY, CITY OF WPB PUB. UTIL. FIELD |
| | CUSTOMER SVC. SUPV., [email protected]. 561-822-2262: |
| | |
| | -PLEASE LABEL THE NORTH-SOUTH DIMENSION OF THE UTILITY |
| | EASEMENT ON THE ENLARGED DETAIL. |
| | |
| | -PLEASE RELOCATE REDUCER AFTER METER TAP INSTEAD OF |
| | BEFORE IT. |
| | |
| | -VERIFY THERE WILL BE NO CHEMICALS BEING ADDED TO |
| | CUSTOMER?S FIRELINE PIPING SYSTEM. |
| | |
| | -THE AREA AROUND 6 INCH TAP LOOKS LIKE IT WAS |
| | HISTORICALLY ASPHALT. IS IT PROPOSED TO REMAIN ASPHALT, |
| | OR CHANGING TO GRASS? |
| | |
| | -THE FDC LOCATION APPEARS TO CONFLICT WITH FIRE HYDRANT |
| | CLEARANCE SHOWN ON STANDARD DETAIL P-8. |
| | |
| | -PLEASE ADD FIRELINE POINT OF SERVICE WORDING TO LABEL |
| | FOR 4 INCH GATE VALVE NUMBER 3. |
| | |
| | -PIPING BETWEEN 1 INCH METER AND BACKFLOW ASSEMBLY |
| | CANNOT BE PE MATERIAL TYPE. PLEASE ADD REFERENCE TO |
| | WS-6 ON RPPA LABEL SO WRONG PIPE NOT USED. |
| | |
| | -ON ENLARGED WATER SERVICE DETAIL, PLEASE LABEL THE |
| | LARGER PIPE SEGMENTS WITH PIPE SIZE AND MATERIAL TYPE. |
| | |
| | -IS LABEL FOR 4 INCH GATE VALVE NUMBER 3 FINE, OR |
| | SHOULD IT BE 4 INCH GATE VALVE NUMBER 1? |
| | |
| | -DID NOT SEE SEWAGE UTILITY FOR NEW BUILDING. WHERE |
| | DOES SEWAGE GO? IF NOT SHOWN PLEASE ADD TO PLAN. IF |
| | ADDITION WILL USE EXISTING SEWER INFRASTRUCTURE ON |
| | SITE, THEN PLEASE NOTE THAT ON WASTEWATER PLAN. VERIFY |
| | IT IS SUFFICIENT AND LABEL SEWER LATERAL WITH PIPE SIZE |
| | AND MATERIAL TYPE. ALSO LABEL ANY CLEANOUTS. |
| | |
| | -NOTE 12 ON WATER PLAN TALKS ABOUT ELECTRICITY TO A |
| | LIFT STATION. WHERE IS LIFT STATION LOCATED? |
| | |
| | -DOES THE NEW 1 INCH METER PROVIDE WATER FOR THE |
| | BUILDING ADDITION OR IRRIGATION? |
| | |
| | |
| | COMMENTS FROM TRACY WARD: |
| | |
| | 1. ALTHOUGH THE PERVIOUS AREA IS INCREASING AND THERE |
| | IS LESS STORMWATER RUNOFF FOR THE VARIOUS STORM EVENTS, |
| | THERE IS ALSO LESS SITE STORAGE AVAILABLE BECAUSE OF |
| | THE NEW BUILDING. THE 25-YEAR 3-DAY ZERO DISCHARGE PEAK |
| | STAGE INCREASES FROM 13.78? NAVD DURING EXISTING |
| | CONDITIONS TO 14.09? NAVD FOR PROPOSED CONDITIONS. THE |
| | 100-YEAR 3-DAY ZERO DISCHARGE PEAK STAGE INCREASES FROM |
| | 14.51? NAVD FOR EXISTING CONDITIONS TO 15.08? NAVD FOR |
| | PROPOSED CONDITIONS. |
| | 2. THE SITE IS IN THE C-51 DRAINAGE BASIN. PROVIDE |
| | CALCULATIONS FOR THE C-51 BASIN RULE FOR COMPENSATORY |
| | STORAGE. |
| | 3. FOR WATER QUALITY CALCULATIONS, WHY WAS ONLY THE |
| | ?AFFECTED AREA? OF 1.04 ACRES USED FOR THE 2.5? TIMES |
| | PERCENT IMPERVIOUSNESS USED INSTEAD OF THE TOTAL BASIN |
| | AREA OF 2.32 ACRES? |
| | |
| | TRACY L. WARD, P.E., CITY OF WPB SENIOR STORMWATER |
| | ENGINEER, ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 [email protected] |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT |
| | DIRECT: (561) 494-1098 [email protected] |
| | |
