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1 PROJECT LOCATION PROPERTY BOUNDARY KINGWOOD MARINA PROJECT VICINITY MAP
2 12/12/2018 Romerica Investments, LLC Page 2 of 28 KIN G WO OD DR. HICKORY CREEK DR. RIV ER FAL LS DR. LAKE VILLAGE DR. LAU RE LH ILL DR. RU N 7 OAKS DR. LAKE DR USA ND DR. PIN ES D R. LAZY GROVE DR.. DR. FALLS S SPRING DEER DR. D OL TR. W TS CO VD BL VE R CO DEE CEDAR THO TANGLE PRIN GS W O O D L A ND HIL L S D R. CRYSTAL SPRINGS DR. NIN GS EXISTING POND EXISTING POND OO FL AY DW D ER AC CC SO FCD R S OS /L ER IT G 0 UN HC SAN JACINTO RIVER KINGWOOD MARINA PROJECT PLAN OVERVIEW
3 DEER SPRINGS DR. CEDAR FALLS DR. TANGLE LAKE DR. 7 OAKS DR. LAKE VILLAGE DR. CRYSTAL SPRINGS DR. W O O D L A N D HI L L S D R. COTSWOLD BLVD LAZY GROVE DR. HICKORY CREEK DR. KINGWOOD MARINA PROJECT PLAN VIEW A1 THOUSAND PINES DR. RUNNING SPRINGS DR. LAUREL HILL DR. RIVER FALLS DR. KINGWOOD DR.
4 DEER SPRINGS DR. CEDAR FALLS DR. TANGLE LAKE DR. 7 OAKS DR. LAKE VILLAGE DR. CRYSTAL SPRINGS DR. W O O D L A N D HI L L S D R. COTSWOLD BLVD LAKE 3 LAKE 4 LAKE 1 LAKE 2 LAZY GROVE DR. HICKORY CREEK DR. KINGWOOD MARINA PROJECT PLAN VIEW A2 THOUSAND PINES DR. RUNNING SPRINGS DR. LAUREL HILL DR. RIVER FALLS DR. KINGWOOD DR.
5 KINGWOOD MARINA PROJECT PLAN VIEW B1
6 KINGWOOD MARINA PROJECT PLAN VIEW B2
7 FLOODWAY DEER COVE TR. COTSWOLD BLVD EXISTING POND HCFCD UNIT G SOCCER/LACROSSE RD KINGWOOD MARINA PROJECT PLAN VIEW C1
8 FLOODWAY DEER COVE TR. COTSWOLD BLVD EXISTING POND HCFCD UNIT G SOCCER/LACROSSE RD KINGWOOD MARINA PROJECT PLAN VIEW C 2
9 HCFCD UNIT G FLOODWAY EXISTING POND SAN JACINTO RIVER KINGWOOD MARINA PROJECT PLAN VIEW D1
10 12/12/2018 Romerica Investments, LLC Page 10 of 28 FLOODWAY EXISTING POND HC FC D UN IT G SAN JACINTO RIVER KINGWOOD MARINA PROJECT PLAN VIEW D2
11 CROSS SECTIONS A-C
12 CROSS SECTIONS D-E
13 CROSS SECTION F
14 CROSS SECTION G
15 CROSS SECTION H-I
16 CROSS SECTION J
17 CROSS SECTION K
18 NO NEED TO GET INTO THE CREEK TO BUILD THE BRIDGE. ONE HALF OF THE ROADWAY (TWO LANES) ALREADY EXISTS SO YOU HAVE ACCESS TO THE SOUTH BANK BY CROSSING THE STREAM. THE WIDTH OF THE STREAM IS NARROW ENOUGH THAT YOU CAN HAVE A SINGLE SPAN STRUCTURE. WITH A SINGLE SPAN YOU WILL CONSTRUCT THE ABUTMENTS AT THE TOP OF THE BANK EDGES. SINCE THERE IS AN EXISTING ROADWAY YOU SHOULD BE ABLE TO SET ANY BEAMS WITHOUT GETTING IN THE STREAM. CROSS SECTION L
19 CROSS SECTION M
20 CROSS SECTIONS N-O
21 CROSS SECTION P
22 CROSS SECTION Q
23 CROSS SECTION R
24 CROSS SECTION S
25 CROSS SECTION T
26 WETLAND ID TYPE WETLAND DELINEATION SHEET NO. (ATTACHMENT E, FIGURE 4) SWG WETLAND IMPACT TABLE Updated July 2018 PERMIT DRAWINGS EXHIBIT NO. (ATTACHMENT C) TOTAL AREA (ACRES) IMPACT AREA (ACRES) FILL VOLUME (CUBIC YARDS) ¹ WA001A PEM WA001B PFO WA002 PEM WA003 PEM WA004 PEM WA005 PEM WA006A PEM 6, 7 10, 24, WA006B PFO 6, WA007A PEM 6 10, WA007B PFO 6 10, WA008 PEM WA009 PEM WA010A PEM 5 8, 16, WA010B PFO 5 8, 16, WA011 PFO 4, 5, WA012 PEM WA013A PEM WA013B PFO 5, WA014 PEM WA015 PEM WA016 PEM WA017 PEM 9, WA018 PFO 9 10, WA019A PEM 9 10, WA019B PFO 6, 9 8, 10, WA020A PEM 8 8, 19, WA020B PFO 8 8, 19, WA021 PEM 8 8, WA022 PFO WA023A PEM 1 4, WA023B PFO 1 4, WA024A PEM 1 4, WA024B PFO 1 4, WA025A PEM 1 4, WA025B PFO 1 4, WA027A PFO 2 4, WA027B PSS 2 4, WA032 PEM 6 10, WB001A PEM 3 6, WB001B PFO 3, 4 6, WB002 PFO 3 6, WB003 PFO WB004 PFO WB005 PFO WB006A PEM 10 10, WB006B PFO WB007A PEM WB007B PFO WB008 PEM WB009 PEM 10 10, WB010A PEM 2, 4 4, 12, WB010B PFO 2, 4 4, 13,
27 WETLAND ID TYPE WETLAND DELINEATION SHEET NO. (ATTACHMENT E, FIGURE 4) SWG WETLAND IMPACT TABLE Updated July 2018 PERMIT DRAWINGS EXHIBIT NO. (ATTACHMENT C) TOTAL AREA (ACRES) IMPACT AREA (ACRES) FILL VOLUME (CUBIC YARDS) ¹ WB011 PFO WB012A PEM WB012B PFO WB013A PEM WB013B PFO 2 4, WB013C PSS WB014 PFO WB015 PFO WB016 PEM 4 4, WB017 PSS WB018 PFO WB019 PFO WX001 PEM WX002 PEM WX004 PEM WX005 PEM WX006 PEM 7, WX007 PEM 7, WX008 PEM 10 10, WX009 PEM WX011 PEM TOTALS ¹ Calculation for fill volume is based on the following formula: 43,560 x acreage x depth/27 (wetland depth of 1' assumed)
28 WATERBODY ID WETLAND DELINEATION SHEET NO. (ATTACHMENT E, FIGURE 4) PERMIT DRAWINGS EXHIBIT NO. (ATTACHMENT C) TOTAL AREA (ACRES) SWG WATERBODY IMPACT TABLE Updated July 2018 TOTAL LENGTH (FT. US) FILL VOLUME TEMPORARY (CUBIC YARDS) FILL VOLUME PERMANENT (CUBIC YARDS) LENGTH (FT. US) TEMPORARY STREAMS IMPACTS LENGTH (FT. US) PERMANENT STREAMS IMPACTS SA SA002 6, 7, 9, 10 10, 24, N/A SA003 6, 7 10, SA005 7, SA , 16, SA009 5, 6, N/A SA N/A SA SA012 6, 9 8, 10, SA013 4, 5, 6 4, SA SA , SA , SA , SA , SA SA , SA , SA SA SA , SA SA SA SA SB SB SB003A SB003B SB SB N/A SB N/A SB011A SB011B SB , SB SB014A 2 4, SB014B SB SX TOTALS
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