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Home My WebLink AboutSW8080952_Historical File_20191219Narrative Oceanside Yacht Club December 19, 2019 PerinWee: Crystal Holdings, LLC James H. P. Bailey, Jr. 517 E. Fort Macon Road Atlantic Beach, NC 28512 252-241-1200 Engineer: Ginger Y. Turner, PE The Cullipher Group, P.A. 151 A NC 24 Morehead City, NC 28557 (252) 499-2166 BY- Oceanside Yacht Club was permitted in April'2016 as a High Density Permeable Pavement project and complied with Title 15A NCAC 2H.1000 and Session Law 2008-211. This submittal for a major modification is to request, minor reductions of BUA within Drainage Area 1, additional grass Pave within Drainage Area 4, provide allowances for other types of permeable pavement and revise the site plan. Included are three supplements for Drainage Area 1 for each type of permeable pavement that could be used on the project. The proposed includes the following revisions found in the table below: Number of Units Drai a Area I BUA Buildin s BUA Sidewalks BtJA Permeable Parkin D*nagee Area 4 BUA Grass Pave .'� Permitted 72 179 505 68 140 4 000 107,365 3, i 50 3,150 ProPosed Modification 61 174,55861 65,200 3 505 105 853 4 040 4 040 The original design was based on Section .I008(h) of the stormwater rules, allowing an alternative design providing equal or better protection. The site is designed to handle and infiltrate both the 1-year, 24-hour and 10-year, 24-hour storm events without discharging using one-half the expected infiltration rate. C`t:,..r °�F��r \��{} q/� • � ,i'4 `r�g% � �• • 'ems '% F�, '} { � •` � f � . # +t '% � ,� � 1 i. •7 A 1 � i ' • ;a 4 lip oe 00 i ff. T ♦p _ �~ i cep • �• .� ♦ :nF� W. +� -•s it• g -� � ! � 9i � N� , � '�){y •5 ....•-•! � t � 4 •e .F' • y+� " � � ` y ±, S �' � ` t it T 7 ... ��1 '� � t .� •Es a Y"y , Yea � �,:..�•+•"' •� .Eyre , 1,�. � � » �- 5� �� ,%r�,�•' s, 'Y'-+��s ` 1 ri ',,"��'+...,.ti b d: +''._ � .�� "'t". t;+N � ,'t I •F 1, . �,.�._ iilllll �� `+... `� �'' � � ,3 "� f•p - - •4_ • � � � f� � �, 4 • •rye tT � �, ,,� M ../_'J 1 �` YY .- I1 do-.• .rI ILI 13 i ; r • fr colt l Ell F 40 po . }.. '�. K Ili � �,,. { a,• €'i « .•r ��+ •-"'�`l- � - `:�s� t r J �r !�� _ sClr S �` - :� 17 s � � ' t r ¢ K� � 4• f'• � Nj 74. ptip� � � ♦ � f A�b ry�h` 1` �, ��}y t .. r � f ° � '�;�'� y+l{�`�" +r }; t; ',fir' l�,� t a `t• Calculations Oceanside Yacht Club Developer: Crystal Holdings,, LLC James H.P. Bailey, Jr., Managing Merr ber 517 E. Fort Macon Road Atlantic Beach, NC 28512 Engineer: The Cullipher Group, P. A. Corp Firm # C- 4482 151-A Highway 24 Morehead City, IBC 28557 (252) 773-0090 �1 Ging Y. urner, PE 36970 12 / --) 11ej Date (partial calculation revision) E'# N .` QQpf ��O y-r: s• SL 36970 oY//111191N+++ THE CULLIPHER GROUP, P.A. JOB Lui IunR- U V �fl Hestron Plaza Two SHEET No. of 151 A Hwy. 24 CALCULATED BY . �nrE j U Morehead City, NC 28557 CHECKED BY (252) 773-0090 C-4482 DAB SCALE i 1 : I - Ap { F lit; t tv Ti t q� 3j 1 i I t 1 : i •.�y *6 y . .. •7 ? _� /7 �� -. K § .... � s-+ '.- i ;.... __t. 1. _— r a � h iQ �r M rl v .uZ : 43" I ' I I .--�- I � i Ar , • i � I 1 , � �Yp +•i��ry�y �lp�� Yq� ,�+ , gyd.,,J� ! - - 1 r : • M -I ._ Us ib IDS �71 INPUTS uAl -z4nr POROUS PAVEMENT MODELING TO DETERMINE DEPTH OF STORAGE ROCK 24 Hour Storm, SBUH Type 1A Rainfall Distribution, Peak Flows Generated Every 10 Mimes by Rational Method (Q=CIA) Post -developed 24-Hour Rainfall Depth =1 3 6f Contribution Area =1 174558 Storage Rock Area = 1 105853 Drainage Area Runoff Coefficient = 1 0.98 Native Soil Infiltration Rate =1 3 Depth of Storage Rock =1 12 Void Ratio of Storage Rock =1 40% Outflow Elevation Above Bottom of Storage Rock = 1 12 Is Outflow Elevation Above Bottom of Storage Rock <= Depth of Storage Rock? I - • i - CALCULATED VALUES - PONDING Maximum Ponding Depth in Storage Rock During Storm = 0.00 in Depth of Water Left in Storage Trench After 30 Hours = 0.00 in Size of Fallowing Storm That Could be Stored in Remaining Rock= 4.8D in Is the Storage Trench Empty in 30 Hours, Is the Storage Trench empty in 72 Hours? OTHER CALCULATED VALUES Enter desired storm depth to infiltrate. Enter. For hydraulically isolated areas (le pavements managing only their own rainfall and not runoff from other areas), this equals the pavement area. In most cases this equals the pavement area but may be modified if, for some reason, the base rock/'infiltration area differs from the pavement area. There's no runoff from porous pavement usually, but for modeling, we assume that an area of impervious pavement Is draining to the same size area of native soil underlying it, so we enter 0.9 - 0.98 for imp surface (the C in Q-CIA) Enter after performing infiltration testing. Do not rely on maps like the NRCS soil survey! This is an interative process. Guess a depth of storage rock (equivalent to the base rock) and check the calculated values. 12" is a good first guess, but you could also enter the depth of rock needed for structural stability for your traffic loads on your wet uncompacted native soils If you've gotten a geotechnical report already that includes base rock. Typically 40%for uniformly graded rock, but get this from your rock supplier's specifications. Enterthe depth of water allowed to pond by whatever overflow control structure you employ. If there Is not a large storm overflow control structure, this value equals the depth of the storage rock This will be the maximum value possible for "Maximum Ponding Depth in Storage Rock During Storm" below. This checks that you entered numbers above that don't cause the Impossible situation where the overflow elevation is higher than possible ponding depth. This should always be TRUE. Is this FALSE, increase Depth of Storage Rock or decrease Outflow Elevation Above Bottom of Storage Rock. Calculated from distribution but cannot exceed Outflow Elevation Calculated from distribution Calculated from Void Ratio of Storage Rock, Outflow Elevation Above Bottom of Storage Rock, & Depth of Water Left in Storage Rock After 30 Hours Depending on the jurisdiction's goals, this may not need to be TRUE This should ALWAYS be TRUE. If not, modify your design Peak Rainrfall Intensity = Peak Inflow Rate = Peak Outflow Rate from Infiltration = Peak Outflow Rate from Control Structure = Ratio of Storage Rock to Contribution Area - Storage Capacity of Rock = 1.19 in/hr Calculated from distribution cfs Calculated from distribution. Is the flow into facility's storage rock. cis Calculated from infiltration rate & storage rock area. cis Calculated from distribution. Is the peak rate leaving the site. Calculated (aka Sizing Factor) cf Calculated 4.70 7.35 0.00 0.606 42341.20 > vn nT VRVVrmrn (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) Inflow Rate - Storage Rock Storage Rock Outflow Rate SBUH Facility Facility Inflow Volume- Cumulative Pondingwithout Ponding with exceeding Rainfall Rainfall Inflow Inflow Runoff Infiltration Infiltration Infiltration Inflow Volume Control Control Control Time Depth Intensity Rate Volume Depth Rate Rate Volume to be Stored Structure Structure Structure (min) (in) (In/hr) (cfs) (cf) (in) (cfs) (cfs) (cf) (cf) (in) (in) (cfs) 0 0.0000 0.00 0.00 0 0 7.350902778 0.00 10 O.U146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 20 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 30 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 40 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 50 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 60 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 70 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 80 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 90 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 100 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 110 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 120 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 130 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 140 0.0193 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 150 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 160 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 170 0.0220 0.13 0.52 313.052 0.021522 7.350902778 -6.82915 -4097.4893 0.00 0.00 0.00 0.00 180 0.0220 0.13 0.52 313.052 0.021521 7.350902778 -6.92915 -4097.4893 0.00 0.00 0.00 0.00 190 0.0220 0.13 0.52 313.052 0.021521 7.350902778 -6.82915 -4097.4893 0.00 0.00 0.00 0.00 200 0.0220 0.13 0.52 313.052 0.021521 7.350902778 -6.82915 -4097.4893 0.00 0.00 0.00 0.00 210 0.0220 0.13 0.52 313.052 0.021521 7.350902778 -6.82915 -4097.4893 0.00 0.00 0.00 0.00 220 0.0220 0.13 0.52 313.052 0.021521 7.350902778 -6.82015 -4097.4893 0.00 0.00 0.00 0.00 230 0.0256 0.15 0.61 365.228 0.025108 7.350902778 -6.74219 -4045.3140 0.00 0.00 0.00 0.00 240 0.0256 0.15 0.61 365.228 0.025108 7.350902778 -6.74219 -4045.3140 0.00 0.00 0.00 0.00 250 0.0256 0.15 0.61 365.228 0.025108 7.350902778 -6.74219 -4045.3140 0.00 0.00 0.00 0.00 260 0.0256 0.15 0.61 365.228 0.025108 7.350902778 -6.74219 -4045.3140 0.00 0.00 0.00 0.00 270 0.0256 0.15 0.61 365.228 0.025108 7.350902778 -6.74219 -4045.3140 0.00 0.00 0.00 0.00 280 0.0256 0.15 0.61 365.228 0.025108 7.350902778 -6.74219 -4045.3140 0.00 0.00 0.00 0.00 290 0.0300 0.18 0.71 427.838 0.029412 7.350902778 -6.63784 -3982.7035 0.00 0.00 0.00 0.00 300 0.0300 0.18 0.71 427.838 0.029412 7.350902778 -6.63784 -3982.7035 0.00 0.00 0.00 0.00 310 0.0300 0.18 0.71 427.838 0.029412 7.350902778 -6.63784 -3982.7035 0.00 0.00 0.00 0.00 320 0.0300 0.18 0.71 427.838 0.029412 7.350902778 -6.63784 -3992.7035 0.00 0.00 0.00 0.00 330 0.0300 0.18 0.71 427.838 0.029412 7.350902778 -6.63784 -3982.7035 0.00 0.00 0.00 0.00 340 0.0300 0.18 0.71 477 R3R 0.029412 7.350902778 -6.63784 -3992.7035 0.00 0.00 0.00 0.00 350 0.0348 0.21 0.83 495.666 0.034075 7.350902778 -6.52479 -3914.8755 0.00 0.00 0.00 0.00 360 0.0348 0.21 0.83 495.666 0.034075 7.350902778 -6.52479 -3914.8755 0.00 0.00 0.00 0.00 370 0.0348 0.21 0.83 495.666 0.034075 7.350902778 -6.52479 -3914.8755 0.00 0.00 0.00 0.00 380 0.0348 0.21 0.83 495.666 0.034075 7.350902778 -6.52479 -3914.8755 0.00 0.00 0.00 0.00 390 0.0348 0.21 0.83 495.666 0.034075 7.350902778 -6.52479 -3914.8755 0.00 0.00 0.00 0.00 400 0.0348 0.21 0.83 495.666 0.034075 7.350902778 -6.52479 -3914.8755 0.00 0.00 0.00 0.00 410 0.0490 0.29 1.17 699.15 0.048063 7.350902778 -6.18565 -3711.3915 0.00 0.00 0.00 0.00 420 0.0490 0.29 1.17 699.15 0.048063 7.350902778 -6.18565 -3711.3915 0.00 0.00 0.00 0.00 430 0.0490 0.29 1.17 699.15 0.048063 7.350902778 -6.18565 -3711.3915 0.00 0.00 0.00 0.00 440 0.0659 0.40 1.57 939.157 0.064562 7.350902778 -5.78564 -3471.3847 0.00 0.00 0.00 0.00 450 0.0659 0.40 1.57 939.157 0.064562 7.350902778 -5.78564 -3471.3847 0.00 0.00 0.00 0.00 460 0.1244 0.75 2.96 2773.96 0.121951 7.350902778 -4.39430 -2636.5785 0.00 0.00 0.00 0.00 470 0.1976 1.19 4.70 2817.47 0.193687 7.350902778 -2.65512 -1593.0708 0.00 0.00 0.00 0.00 480 0.0988 0.59 2.35 1408.74 0.096844 7.350902778 -5.00301 -3001.8062 0.00 0.00 0.00 0.00 490 0.0659 0.40 1.57 939.157 0.064562 7.350902778 -5.78564 -3471.3847 0.00 0.00 0.00 0.00 500 0.0490 0.29 1.17 699.15 0.048063 7.350902778 -6.18565 -3711.3915 0.00 0.00 0.00 0.00 510 0.0490 0.29 1.17 699.15 0.048063 7.350902778 -6.18565 -3711.3915 0.00 0.00 0.00 0.00 520 0.0490 0.29 1.17 699.15 0.048063 7.350902778 -6.18565 -3711.3915 0.00 0.00 0.00 0.00 530 0.0322 0.19 0.77 459.143 0.032564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 540 0.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 550 U.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 560 0.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 570 0.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.59566 -3951.3983 0.00 0.00 0.00 0.00 580 0.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 590 0.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 600 0.0322 0.19 0.77 459.143 0.031.564 7.350902778 -6.59566 -3951.3983 0.00 0.00 0.00 0.00 610 0.0322 0.29 0.77 459.143 0.031564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 620 0.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.58566 -3952.3983 0.00 0.00 0.00 0.00 630 0.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 640 0.0322 0.19 0.77 459.143 0.031564 7.350902778 -6.58566 -3951.3983 0.00 0.00 0.00 0.00 650 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 660 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 670 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 680 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 690 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 700 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 710 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 720 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 730 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 740 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 750 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -6.72480 -4034.8789 0.00 0.00 0.00 0.00 760 0.0264 0.16 0.63 375.663 0.025825 7.350902778 -5.72480 -4034.8789 0.00 0.00 0.00 0.00 770 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.8SS24 -4113.1420 0.00 0.00 0.00 0.00 780 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 790 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4213.1420 0.00 0.00 0.00 0.00 800 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 810 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 820 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 830 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 840 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 850 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 860 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 870 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 880 0.0209 0.13 0.50 297.4 0.020445 7.350902778 -6.85524 -4113.1420 0.00 0.00 0.00 0.00 890 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 900 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -43.49.6647 0.00 0.00 0.00 0.00 910 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 920 0.0183 0.11 0.43 260.877 0.027934 7,350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 930 0.0183 0.11 0.13 260.877 0.017934 7.350902778 -6.91611 -4149.GG47 0.00 0.00 0.00 0.00 940 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91612 -4149.6647 0.00 0.00 0.00 0.00 950 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 960 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 970 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 980 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91612 -4149.6647 0.00 0.00 0.00 0.00 990 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 1000 0.0183 0.11 0.43 260.877 0.017934 7.350902778 -6.91611 -4149.6647 0.00 0.00 0.00 0.00 1010 0.0146 0.09 0.35 208.702 D.D14347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1020 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1030 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1040 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8402 0.00 0.00 0.00 0.00 1050 0.0146 0.09 n.HS 7nsa 7m 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1060 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1070 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.D0307 -4201.8401 0.00 0.00 0.00 0.00 1080 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1090 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1100 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1110 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1120 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1130 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1140 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1150 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 2160 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1170 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1180 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 4201.8401 0.00 0.00 0.00 0.00 1190 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1200 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1210 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1220 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1230 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1240 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1250 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1260 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1270 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8402 0.00 0.00 0.00 0.00 1280 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.9401 0.00 0.00 0.00 0.00 1290 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1300 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1310 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1320 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1330 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1340 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1350 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1360 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1370 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1380 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1390 0.0146 0.09 U.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1400 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1410 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1420 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1430 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7.00307 -4201.8401 0.00 0.00 0.00 0.00 1440 0.0146 0.09 0.35 208.702 0.014347 7.350902778 -7,00307 -4201.8401 0.00 0.00 0.00 0.00 ) OF STORM OCCURS IN 24 HOURS BUTTHE INFILTRATION MAY CONTINUE 0.00 0.00 1450 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1460 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1470 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1480 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1490 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1500 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1510 0.0000 0.00 0.00 0 D 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1520 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1530 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 INPUTS UR1 lu POROUS PAVEMENT MODELING TO DETERMINE DEPTH OF STORAGE ROCK 24 Hour Storm, SBUH Type 3A Rainfall Distribution, Peak Flows Generated Every 10 Mintes by Rational Method (Q=CIAI Post -developed 24-Hour Rainfall Depth = 1 687 lin Contribution Area =1 174558 Storage Rock Area = 1 105853 Drainage Area Runoff Coefficient = 1 0.98 Native Soil Infiltration Rate =1 3 Depth of Storage Rock =1 12 Void Ratio of Storage Rock =I 40% Outflow Elevation Above Bottom of Storage Rock = 1 12 Is Outflow Elevation Above Bottom of Storage Rode <= Depth of Storage Rods?l TFAi6 J CALCULATED VALUES -PONDING Maximum Pending Depth in Storage Rock During Storm = 0.25 in Depth of Water Left In Storage Trench After 30 Hours = 0.00 in ao:e or rouowing xorm I nat wuia oe atoreci 4 80 in In RptyI n30 Rnrk =++.. -= Is the Storage Trench Empty In 3D Hours7l - Is the Storage Trench empty In 72 Hours? OTHER CALCULATED VALUES Peak Rainfall Intensity = 2.23 in Peak Inflow Rate = 8.81 cf Peak Outflow Rate from Infiltration - 7.35 cf Peak Outflow Rate from Control Structure = 0.00 cf Ratio of Storage Rode to Contribution Area = 0.606 Storage Capacity of Rock = 42341.20 cf SRUN 14VDRWRAP14 Enter desired storm depth to infiltrate. Enter. For hydraulically isolated areas (ie pavements managing only their own rainfall and not runoff from other areas), this equals the pavement area. In most cases this equals the pavement area but may be modified if, for some reason, the base rock/Infiltration area differs from the pavement area. There's no runoff from porous pavement usually, but for modeling, we assume that an area of impervious pavement is draining to the same size Enter after performing infiltration testing. Do not rely an maps like the NRCS soil surveyl This is an interative process. Guess a depth of storage rock (equivalent to the base rock) and check the calculated values. 12" is a good first guess, Typically 4096for uniformly graded rock, but get this from your rock supplier's specifications. Enter the depth of water allowed to pond by whatever overflow control structure you employ. If there is not a large storm overflow control structure, this value equals the depth of the storage rock. This will be the maximum value possible for "Maximum Pending Depth in Storage Rock Durin� Storm" below. i nis eats teat you cntereo numoers aoove coat aon t cause me „nnnerihle slrnaHnn where the n.,eran..,.1-inn I. hieher than nneeihla Calculated from distribution but cannot exceed Outflow Elevation Calculated from distribution LaIculatea rrom volo Kano or ]torage KoM Uutriow elevation AOOve Anttnm of Stnraee Rnrk. A npnth of WxK-r 1 Pfr in SMraoe Rnrk After in Depending on the jurisdiction's goals, this may not need to be TRUE This should ALWAYS be TRUE. If not, modify your design. Calculated from distribution Calculated from distribution. Is the flow into facility's storage rock. Calculated from infiltration rate & storage rock area. Calculated from distribution. Is the peak rate leaving the site. Calculated (aka Sizing Factor) Calculated (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) Inflow Rate - Outflow Rate SBUH Facility Facility Inflow Volume - Cumulative Storage Rock Storage Rock exceeding Rainfall Rainfall Inflow Inflow Runoff Infiltration Infiltration Infiltration Inflow Volume Pondingwithout Pondingwith Control Time Depth Intensity Rate Volume Depth Rate Rate Volume to be Stored Control Structure Control Structure Structure (min) (in) (in/hr) (cfs) (cf) (in) (cfs) (cfs) (cf) (cf) (in) (in) (cfs) 0 0.0000 0.00 0.00 0 0 7.350902778 0.00 10 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4019.7986 0.00 0.00 0.00 0.00 20 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4028.7986 0.00 0.00 0.00 0.00 30 0.0275 0.26 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 40 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 50 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0-00 0.00 0.00 0.00 60 0.0275 0.16 0.65 391.743 0.02693 7.350902779 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 70 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 80 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 90 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 100 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 110 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 120 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 130 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 140 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 150 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 160 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 170 0.0412 0.25 0.98 587.615 0.040396 7.350902778 -6.37155 -3822.9271 0.00 0.00 0.00 0.00 180 0.0412 0.25 0.98 587.615 0.040396 7.350902778 -6.37155 -3922.9271 0.00 0.00 0.00 0.00 19n O.n412 0.25 0.98 587.615 0.040396 7.350902778 -6.37155 -3822.9271 0.00 0.00 0.00 0.00 200 0.0412 0.25 0.98 587.615 0.040396 7.350902778 -6.37155 -3822.9271 0.00 0.00 0.00 0.00 210 0.0412 0.25 0.98 587.615 0.040396 7.350902778 -6.37155 -3822.9271 0.00 0.00 0.00 0.00 220 0.D412 0.25 0.98 587.615 0.040396 7.350902778 -6.37155 -3822.9271 0.00 0.00 0.00 0.00 230 0.0481 0.29 1.14 685.55 0.047128 7.350902778 -6.20832 -3724.9913 0.00 0.00 0.00 0.00 240 0.0481 0.29 1.14 685.55 0.047128 7.350902778 -6.20832 -3724.9913 0.OD 0.00 0.00 0.00 250 0.0481 0.29 1.14 685.55 0.047128 7.350902778 -6.20832 -3724.9923 0.00 0.00 0.00 0.00 260 0.0481 0.29 1.14 685.55 0.047128 7.350902778 -6.20832 -3724.9913 0.00 0.00 0.00 0.00 270 0.0481 0.29 1.14 685.55 0.047128 7.350902778 -6.20832 -3724.9913 0.00 0.00 0.00 0.00 280 0.0481 0.29 1.14 685.55 0.047128 7.350902778 -6.20832 -3724.9913 0.00 0.00 0.00 0.00 290 0.0563 0.34 1.34 803.073 0.055207 7.350902778 -6.01245 -3607.4684 0.00 0.00 0.00 0.00 3DO 0.0563 0.34 2.34 803.073 0.055207 7.350902779 -6.01245 -3607.4694 0.00 0.00 0.00 0.00 310 0.0563 0.34 1.34 803.073 0.055207 7.350902778 -6.01245 -3607.4684 0.00 0.00 0.00 0.00 320 0.0563 0.34 1.34 803.073 0.055207 7.350902778 -6.02245 -3607.4684 0.00 0.00 0.00 0.00 330 0.0563 0.34 1.34 803.073 0.055207 7.350902778 -6.01245 -3607.4684 0.00 0.00 0.00 0.00 340 0.0563 0.34 1.34 803.073 0.055207 7.350902778 -6.01245 -3607.4684 0.00 0.00 0.00 0.00 350 0.0653 0.39 1.55 930.39 0.06396 7.350902778 -5.80025 -3480.1519 0.00 0.00 0.00 0.00 360 0.0653 0.39 1.55 930.39 0.06396 7.350902778 -5.80025 -3480.1519 0.DO 0.00 0.00 0.00 370 0.0653 0.39 1.55 930.39 0.06396 7.350902778 -5.80025 -3480.1519 0.00 0.00 0.00 0.00 380 0.0653 0.39 1.55 930.39 0.06396 7.350902778 -5.80025 -3480.1519 0.00 0.00 0.00 0.00 390 0.0653 0.39 1.55 930.39 0.06396 7.350902778 -5.80025 -3480.1519 0.00 0.00 0.00 0.00 400 0.0653 0.39 1.55 930.39 0.06396 7.350902778 -5.80025 -3480.1519 0.00 0.00 0.00 0.00 410 0.0921 0.55 2.19 1312.34 0.090217 7.350902778 -5.16367 -3098.2024 0.00 0.00 0.00 0.00 420 0.0921 0.55 2.19 1312.34 0.090217 7.350902778 -5.16367 -3098.2024 0.00 0.00 0.00 0.00 430 0.0921 0.55 2.19 1312.34 0.090217 7.350902778 -5.16367 -3098.2024 0.00 0.00 0.00 0.00 440 0.1237 0.74 2.94 1762.84 0.121187 7.350902778 -4.41283 -2647.6979 0.00 0.00 0.00 0.00 450 0.1237 0.74 2.94 1762.84 0.121187 7.350902778 -4.41283 -2647.6979 0.00 0.00 0.00 0.00 460 0.2336 1.40 5.55 3329.82 0.228908 7.350902778 -1.80121 -1080.7256 0.00 0.00 0.00 0.00 470 0.3710 2.23 8.81 5288.53 0.36356 7.350902778 1.46332 877.9897 877.99 0.25 0.25 0.00 480 0.1855 1.11 4.41 2644.27 0.18178 7.350902778 -2.94379 -1766.2760 0.00 0.00 0.00 0.00 490 0.2237 0.74 2.94 1762.84 0.121187 7.350902778 -4.41283 -2647.6979 0.00 0.00 0.00 0.00 500 0.0921 0.55 2.19 1312.34 0.090217 7.350902778 -5.16367 -3098.2024 0.00 O.DO 0.00 0.00 510 0.0922 0.55 2.19 1312.34 0.090217 7.350902778 -5.16367 -3098.2024 0.00 0.00 0.00 0.00 520 0.0921 0.55 2.19 1312.34 0.090217 7.350902778 -5.16367 -3098.2024 0.00 0.00 0.00 0.00 530 0.0605 0.36 1.44 961.835 0.059247 7.350902778 -5.91452 -3548.7069 0.00 0.00 0.00 0.00 540 0.0605 0.36 1.44 961.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 550 0.0605 0.36 1.44 861.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 560 0.0605 0.36 1.44 861.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 570 0.0605 0.36 1.44 861.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 580 0.0605 0.36 1.44 861.935 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 590 0.0605 0.36 1.44 861.935 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 600 0.0605 0.36 1.44 861.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 O.DO 0.00 610 0.0605 0-36 1.44 861.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 620 0.0605 0.36 1.44 861.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 630 0.0605 0.36 1.44 861.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 640 0.0605 0.36 1.44 861.835 0.059247 7.350902778 -5.91451 -3548.7069 0.00 0.00 0.00 0.00 650 0.0495 0.30 1.18 705.138 0.048475 7.350902778 -6.17567 -370SA042 0.00 0.00 0.00 0.00 660 0.0495 0.30 1.18 705.138 0.048475 7.350902778 -6.17567 -370SA042 0.00 0.00 U.UU U.UU 670 0.0495 0.30 2.18 705.139 0.048475 7.350902778 -6.17567 -3705.4042 0.00 0.00 0.00 0.00 680 0.0495 0.30 1.18 705.138 0.048475 7.350902778 -6-17567 -3705.4042 0.00 0.00 0.00 0.00 690 0.0495 0.30 1.18 705.138 0.048475 7.350902778 -6.17567 -3705.4042 0.00 0.00 0.00 0.00 700 0.0495 0.30 1.18 705.138 0.048475 7.350902778 -6.17567 -3705.4042 0.00 0.00 0.00 0.00 710 0.0495 0.30 1.18 705.138 0.048475 7.350902778 -6.17567 -3705.4042 0.00 0.00 O.UU 0.00 720 0.0495 0.30 1.18 705.138 0.D48475 7.350902778 -6.17567 -3705.4042 0.00 0.00 0.00 0.00 730 0.0495 0.30 1.18 705.139 0.048475 7.350902778 -6.17567 -3705.4042 0.00 0.00 0.00 0.00 740 0.0495 0.30 1.18 705.138 0.048475 7.350902778 -6.17567 -3705.4042 0.00 0.00 0.00 0.00 750 0.0495 0.30 1.18 705.138 0.048475 7.350902778 -6.17567 -3705.4042 0.00 0.00 0.00 0.00 760 0.0495 0.30 1.18 705.138 0.D48475 7.350902778 -6.17567 -3705.4042 0.00 0.00 0.00 0.00 770 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 780 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 790 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3952.3078 O.DO 0.00 0.00 0.00 800 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 810 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.DO 0.00 820 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 830 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 840 0.0392 0.23 0.93 558.234 0.039376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 850 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 860 0.0392 0.23 0.93 559.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 870 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 880 0.0392 0.23 0.93 558.234 0.038376 7.350902778 -6.42051 -3852.3078 0.00 0.00 0.00 0.00 890 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 900 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 910 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 920 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6,53477 -3920.8628 0.00 0.00 0.00 0.00 930 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 940 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 950 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 960 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 970 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 980 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 990 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 0.00 1000 0.0344 0.21 0.82 489.679 0.033663 7.350902778 -6.53477 -3920.8628 0.00 0.00 0.00 o.W 1010 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1020 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1030 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1040 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1050 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1060 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1070 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1080 0.0275 0.16 0.65 391.743 0.02693 7.350902779 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1090 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1100 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1110 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1120 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7996 0.00 0.00 0.00 0.00 1130 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1140 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1150 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1160 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1170 0.0275 0.16 0.65 392.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1180 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1190 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 o.W 1200 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69900 -4018.7986 0.00 0.00 0.00 0.00 1210 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1220 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1230 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1240 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1250 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1260 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1270 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1280 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1290 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4028.7986 0.00 0.00 0.00 0.00 1300 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4028.7986 0.00 0.00 0.00 0.00 1310 0.0275 0.16 0.55 391.743 0.02693 7.350902779 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1320 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1330 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7996 0.00 0.00 0.00 0.00 1340 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1350 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69900 -4018.7986 0.00 0.00 0.00 0.00 1360 0.0275 0.16 0.65 392.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1370 0.0275 0.16 0.65 392.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1380 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 D.00 1390 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1400 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1410 0.0275 0.26 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1420 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1430 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 1440 0.0275 0.16 0.65 391.743 0.02693 7.350902778 -6.69800 -4018.7986 0.00 0.00 0.00 0.00 ) OF STORM OCCURS IN 24 HOURS BUT THE INFILTRATION MAY CONTINUE 0.00 0.00 1450 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1460 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1470 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1480 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1490 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.130 0.00 1500 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1510 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1520 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 1530 0.0000 0.00 0.00 0 0 7.350902778 -7.35090 -4410.5417 0.00 0.00 0.00 0.00 INPUTS vAr jir-e4nr POROUS PAVEMENT MODELING TO DETERMINE DEPTH OF STORAGE ROCK 24 Hour Storm, SBUH Type 1A Rainfall Distribution, Peak Flows Generated Every 10 Mintes by Rational Method (Q=CIA) Post -developed 24-Hour Rainfall Depth = 1 3.66 Contribution Area = I 4D40 Storage Rock Area = 1 4040 Drainage Area Runoff Coefficient = 1 0.3 Native Soil Infiltration Rate = 1 3 Depth of Storage Rock =1 6 Void Ratio of Storage Rock =I 40% Outflow Elevation Above Bottom of Storage Rock= I •• Is Outflow Elevation Above Bottom of Storage Rock <= Depth of Storage Rock? 7.9,i CALCULATED VALUES - PONDING Maximum Pending Depth in Storage Rock During Storm - 0.00 in Depth of Water Left In Storage Trench After 30 Hours = 0.0D in size or rouowmg Storm I net toula oe 3torea In Ram=inino Rnrk=.- _ 2.40 In Is the Storage Trench Empty In 30 Hours? - ?RUE Is the Storage Trench empty in 72 Hours? _ OTHER CALCULATED VALUES Peak Rainfall Intensity = 2.19 lin, Peak Inflow Rate = Peak Outflow Rate from Infiltration - Peak Outflow Rate from Control Structure = Ratio of Storage Rock to Contribution Area = Storage Capacity of Rock = 0.03 0.28 0.00 1.000 808.00 Enter desired storm depth to infiltrate. Enter. For hydraulically isolated areas (ie pavements managing only their own rainfall and not runoff from other areas), this equals the pavement area. In most cases this equals the pavement area but may be modified if, for some reason, the base rock infiltration area differs from the pavement area. There's no runoff from porous pavement usually, but for modeling, we assume that an area of impervious pavement is draining to the same size Enter after performing infiltration testing. Do not rely an maps like the NRCS soil surveyl This is an interative process. Guess a depth of storage rock (equivalent to the base rock) and check the calculated values. 12" is a good first guess, Typically 40%for uniformly graded rock, but get this from your rock supplier's specifications. Enter the depth of water allowed to pond by whatever overflow control structure you employ. If there is not a large storm overflow control structure, this value equals the depth of the storage rock This will be the maximum value possible for "Maximum Ponding Depth in Storage Rock Durim Storm" below. i ms ecxs mat you encerea numaers aoove mat aon t cause the ,mnnccihlo eH,iatinn -h- ♦hn n„ 11- slw,atinn ie hieher than nneeihln Calculated from distribution but cannot exceed Outflow Elevation Calculated from distribution Laicuiatea Trom voia Ratio or Storage RACK, uurnow tievatlan AROve Rnttnm of Stnraop Rnrk_ A Denrh of Water I aft In Stnravp Rne, Affpr 90 Depending on the jurisdiction's goals, this may not need to be TRUE This should ALWAYS be TRUE. If not, modify your design. Calculated from distribution Calculated from distribution. Is the flow into facility's storage rock. Calculated from infiltration rate & storage rock area. Calculated from distribution. Is the peak rate leaving the site. Calculated (aka Sizing Factor) Calculated (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) Inflow Rate - Outflow Rate SBUH Facility Facility Inflow Volume - Cumulative Storage Rock Storage Rock exceeding Rainfall Rainfall Inflow Inflow Runoff Infiltration Infiltration Infiltration Inflow Volume Ponding without Ponding with Control Time Depth Intensity Rate Volume Depth Rate Rate Volume to be Stored Control Structure Control Structure Structure (min) (in) (in/hr) (cfs) (cf) (in) (cfS) (cfs) (cf) (cf) (in) (in) (cfs) 0 0.0000 0.00 0.00 0 0 0.280555556 0.00 10 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.9547 0.00 0.00 0.00 0.00 20 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 30 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 40 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 50 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 60 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 70 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 80 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 90 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 100 0.0146 0.09 0.00 IA7864 0.004392 0.280555556 -0.27809 -166.8547 0.D0 0.00 0.00 0.00 110 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 120 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 130 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 140 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 150 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 160 0.0183 0.11 0.00 1.8483 O.OD549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 170 0.0220 0.13 0.00 2.21796 0.006588 0.280555556 -0.27686 -166.1154 0.00 0.00 0.00 0.00 180 0.0220 0.13 0.00 2.21796 0.006588 0.280555556 -0.27686 -166.1154 0.00 0.00 0.00 0.00 190 0.0220 0.13 0.00 2.21796 0.006588 0.280555556 -0.27686 -166.115i 0.00 0.00 0.00 0.00 200 0.0220 0.13 0.00 2.21796 0.006588 0.280555556 -0.27686 -166.1154 0.00 0.00 0.00 0.00 210 0.0220 0.13 0.00 2.21796 0.006588 0.280555556 -0.27686 -166.1154 0.00 0.00 0.00 0.00 220 0.0220 0.13 0.00 2.21796 0.006589 0.280555556 -0.27686 -166.1154 0.00 0.00 0.00 0.00 230 0.0256 0.15 0.00 2.58762 0.007686 0.280555556 -0.27624 -165.7457 0.00 0.00 0.00 0.00 240 0.0256 0.15 0.00 2.58762 0.007686 0.280555556 -0.27624 -165.7457 0.00 0.00 0.00 0.00 250 0.0256 0.15 0.00 2.58762 0.007686 0.280555556 -0.27624 -165.7457 0.00 0.00 0.00 0.00 260 0.0256 0.15 0.00 2.58762 0.007686 0.280555556 -0.27624 -165.7457 0.00 0.00 0.00 0.00 270 0.0256 0.15 0.00 2.58762 0.007686 0.280555556 -0.27624 -165.7457 0.00 0.00 0.00 0.00 280 0.0256 0.15 0.00 2.58762 D.D07686 0.280555556 -0.27624 -165.7457 0.00 0.00 0.00 0.00 290 0.0300 0.18 0.02 3.03221 0.009004 0.280555556 -0.27550 -165.3021 0.00 0.00 0.00 0.00 300 0.0300 0.18 0.01 3.03121 0.009004 0.280555556 -0.27550 -165.3021 0.00 0.00 0.00 0.00 310 0.0300 0.18 0.01 3.03122 0.009004 0.280555556 -0.27550 -165.3021 0.00 0.00 0.00 0.00 320 0.0300 0.19 0.01 3.03121 0.009004 0.280555556 -0.27550 -165.3022 0.00 0.00 0.00 0.00 330 0.0300 0.18 0.01 3.03121 0.009004 0.280555556 -0.27550 -165.3021 0.00 0.00 0.00 0.00 340 0.0300 0.18 0.01 3.03121 0.009004 0.280555556 -0.27550 -265.3022 0.00 0.00 0.00 0.00 350 0.0348 0.21 0.01 3.52177 0.020431 0.280555556 -0.27470 -164.8216 0.00 0.00 0.00 0.00 360 0.0348 0.21 0.01 3.51177 0.010431 0.280555556 -0.27470 -164.8216 0.00 0.00 0.00 0.00 370 0.0348 0.21 0.01 3.51177 0.010431 0.280555556 -0.27470 -164.S216 0.00 0.00 0.00 0.00 380 0.0348 0.21 0.01 3.51177 0.010431 0.280555556 -0.27470 -164.8216 0.00 0.00 0.00 0.00 390 0.0348 0.21 0.01 3.51177 0.010431 0.280555556 -0.27470 -164.8216 0.00 0.00 0.00 0.00 40D 0.0348 0.21 0.01 3.51177 0.010431 0.280555556 -0.27470 -164.8216 0.00 0.00 0.00 0.00 410 0.0490 0.29 0.01 4.95344 0.014713 0.280555556 -0.27230 -163.3799 0.00 0.00 0.00 0.00 420 0.0490 0.29 0.01 4.95344 0.014713 0.280555556 -0.27230 -163.3799 0.00 0.00 0.00 0.00 430 0.0490 0.29 0.01 4.95344 0.014713 0.280555556 -0.27230 -163.3799 0.00 0.00 0.00 0.00 440 0.0659 0.40 0.01 6.65388 0.019764 0.280555556 -0.26947 -161.6795 0.00 0.00 0.00 0.00 450 0.0659 0.40 0.01 6.65388 0.019764 0.280555556 -0.26947 -161.6795 0.00 0.00 0.00 0.00 460 0.1244 0.75 0.02 12.5684 0.037332 0.280555556 -0.25961 -155.7649 0.00 0.00 0.00 0.00 470 0.1976 1.19 0.03 19.9616 0.059292 0.280555556 -0.24729 -148.3717 0.00 0.00 0.00 0.00 480 0.0988 0.59 0.02 9.98082 0.029646 0.280555556 -0.26392 -158.3525 0.00 0.00 0.00 0.00 490 0.0659 0.40 0.01 6.65388 0.019764 0.280555556 -0.26947 -161.6795 0.00 0.00 0.00 0.00 500 0.0490 0.29 0.01 4.953" 0.014713 0.280555556 -0.27230 -163.3799 0.00 0.00 O.00 0.00 510 0.0490 0.29 0.01 4.95344 0.014713 0.280555556 -0.27230 -163.3799 0.00 0.00 0.00 0.00 520 0.0490 0.29 0.01 4.95344 0.014713 0.280555556 -0.27230 -163.3799 0.00 0.00 0.00 O.DO 530 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -265.0803 0.00 0.00 0.00 0.00 540 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 550 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 560 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 O.00 0.00 0.00 570 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 580 0.0322 0.29 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 590 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 600 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 610 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 620 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 630 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 640 0.0322 0.19 0.01 3.25301 0.009662 0.280555556 -0.27513 -165.0803 0.00 0.00 0.00 0.00 650 0.0264 0.16 0.00 2.66255 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 0.00 660 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 0.00 670 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 0.00 680 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 0.00 690 0.0264 0.16 0.00 2.66155 O.D07906 0.280555556 -0.27612 -165.6718 0.00 0.00 OAO 0.00 700 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 0.00 710 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 O.00 720 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -265.6718 0.00 OAO 0.00 0.00 730 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -265.6718 0.00 0.00 0.00 0.00 740 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 0.00 750 0.0264 0.16 0.00 2.66155 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 0.00 760 0.0264 0.26 0.00 2.66155 0.007906 0.280555556 -0.27612 -165.6718 0.00 0.00 0.00 0.00 770 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 780 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 790 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 800 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 830 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 820 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 830 0.0209 0.13 0.00 2.10706 0.OD6259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 840 0.0209 0.13 0.00 2.10706 0.OD6259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 850 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 860 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 870 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 880 0.0209 0.13 0.00 2.10706 0.006259 0.280555556 -0.27704 -166.2263 0.00 0.00 0.00 0.00 890 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 900 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 910 0.0183 0.11 0.00 2.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 920 0.0183 0.11 an0 2.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 u^.00 930 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 940 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 C.00 0.00 950 0.0183 0.11 0.00 1.9483 0.00549 0.280555556 -D.27748 -166.4850 0.00 0.00 0.00 0.00 960 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 970 0.0183 0.11 0.00 1.9483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 980 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 990 0.0183 0.11 0.00 1.8483 0.00549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 2000 0.0183 0.11 0.00 1.8483 0.O0549 0.280555556 -0.27748 -166.4850 0.00 0.00 0.00 0.00 1010 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1020 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1030 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1040 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1050 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1060 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -266.8547 0.00 0.00 0.00 0.00 1070 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1080 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1090 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1100 0.0146 0.09 0.00 1A7864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1110 0.0146 0.09 0.00 1A7864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1120 0.0146 0.09 0.00 1A7864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1130 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1140 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1150 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1160 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1170 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1180 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1190 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1200 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1210 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1220 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1230 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1240 0.0146 0.09 0.00 2.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1250 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1260 U.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1270 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1280 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1290 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1300 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -266.8547 0.00 0.00 0.00 0.00 1310 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -266.8547 0.00 0.00 0.00 0.00 1320 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -266.8547 0.00 0.00 0.00 0.00 1330 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 O.DO 0.00 0.00 1340 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1350 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1360 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1370 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1380 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1390 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 0.27809 166.8547 0.00 0.00 0.00 0.00 1400 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -D.27809 -166.8547 0.00 0.00 0.00 0.00 1410 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1420 0.0246 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1430 0.0146 0.09 0.00 1.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 1440 0.0146 0.09 0.00 2.47864 0.004392 0.280555556 -0.27809 -166.8547 0.00 0.00 0.00 0.00 °ND OF STORM OCCURS IN 24 HOURS BUT THE INFILTRATION MAY CONTINUE O.00 0.00 1450 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1460 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1470 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1480 0.O000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1490 0.0000 0.00 0.00 0 O 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1500 0.0000 0.00 0.00 0 O 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1510 0.0000 0.00 0.00 0 O 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1520 O.ODOO 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1530 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 use► i u r POROUS PAVEMENT MODELING TO DETERMINE DEPTH OF STORAGE ROCK 24 Hour Storm, SBUH Type 1A Rainfall Distribution, Peak Flows Generated Every 10 Mintes by Rational Method (Q=CIA) USERINPUTS Post -developed 24-Hour Rainfall Depth = 687 in Enter desired storm depth to infiltrate. Enter. For hydraulically isolated areas (le pavements managing only their Contribution Area = 4040 sf own rainfall and not runoff from other areas), this equals the pavement area. In most cases this equals the pavement area but may be modified if, for Storage Rock Area = 4040 sf some reason, the base rock/infiltration area differs from the pavement area. There's no runoff from porous pavement usually, but for modeling, we Drainage Area Runoff Coefficient = 0.3 assume that an area of impervious pavement is draining to the same size area of native soil underlying it, so we enter 0.9- 0.98 for imp surface (the C in Q=CIA) Native Soil Infiltration Rate = 3 in/hr Enter after performing Infiltration testing. Do not rely on maps like the NRCS soil survey) This is an interative process. Guess a depth of storage rock (equivalent to the base rock) and check the calculated values. 12" Is a good first guess, Depth of Storage Rock = 6 inches but you could also enter the depth of rock needed for structural stability for your traffic loads on your wet unmmpacted native soils if you've gotten a geotechnical report already that includes base rock. Void Ratio of Storage Rock = 40% Typically 40%for uniformly graded rock, but get this from your rock supplier's specifications. Enter the depth of water allowed to pond bywhatever overflow control structure you employ, if there is not a large storm overflow control Outflow Elevation Above Bottom of Storage Rock = 6 inches structure, this value equals the depth of the storage rock. This will be the maximum value possible for "Maximum Ponding Depth in Storage Rock During Storm" below. ( This checks that you entered numbers above that don't cause the impossible situation where the overflow elevation is higher than possible Is Outflow Elevation Above Bottom of Storage Rock <= Depth of Storage Rock? L;i ponding depth. This should always be TRUE. Is this FALSE, increase Depth of Storage Rock or decrease Outflow Elevation Above Bottom of Storage Rock. ATED VALUES- PONDING Maximum Ponding Depth in Storage Rock During Storm = 0.00 in Depth of Water Left in Storage Trench After 30 Hours = 0.00 in Size of Following Storm That Could be Stored in Remaining Rock = 2.40 in Is the Storage Trench Empty in 30 Hours? TRUE Is the Storage Trench empty in 72 Hours? = CALCULATED VALUES Calculated from distribution but cannot exceed Outflow Elevation Calculated from distribution Calculated from Void Ratio of Storage Rock, Outflow Elevation Above Bottom of Storage Rock, & Depth of Water Left in Storage Rock After 30 Hours Depending on the jurisdiction's goals, this may not need to be TRUE This should ALWAYS be TRUE. If not, modify your design. Peak Rainfall Intensity = Peak Inflow Rate = Peak Outflow Rate from Infiltration = Peak Outflow Rate from Control Structure = Ratio of Storage Rock to Contribution Area = Store a Capacity of Rock = 2.23 in/hr Calculated from distribution cfs Calculated from distribution. Is the flow into facility's storage rock. cis Calculated from infiltration rate & storage rock area. cis Calculated from distribution. Is the peak rate leaving the site. Calculated (aka Sizing Factor) cf Calculated 0.06 0.28 0.00 1.000 808.00 WnUH HTUKOURAPH (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) Inflow Rate - Storage Rock Storage Rock Outflow Rate SBUH Facility Facility Inflow Volume - Cumulative Ponding without Ponding with exceeding Rainfall Rainfall Inflow Inflow Runoff Infiltration Infiltration Infiltration Inflow Volume Control Control Control Time Depth Intensity Rate Volume Depth Rate Rate Volume to be Stored Structure Structure Structure (min) (in) (in/hr) (cfs) (cf) (in) (cfs) (cfs) (cf) (cf) (in) (in) (cfs) 0 0.0000 0.00 0.00 0 0 0.280555556 0.00 10 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 20 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 30 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 40 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 50 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 60 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 70 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 80 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 90 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.D0 0.00 0.00 100 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 110 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 120 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 130 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 140 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 150 0.03" 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 160 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 170 0.0412 0.25 0.01 4.16322 0.012366 0.280555556 -0.27362 -164.1701 0.00 0.00 0.00 0.00 180 0.0412 0.25 0.01 4.16322 0.012366 0.280555556 -0.27362 -164.1701 0.00 0.00 0.00 0.00 190 0.0412 0.25 0.01 4.16322 0.012366 0.280555556 -0.27362 -164.1701 0.00 0.00 0-00 0.00 200 0.0412 0.25 0.01 4.16322 0.012366 0.280555556 -0.27362 -164.1701 0.00 0.00 0.00 0.00 210 0.0412 0.25 0.01 4.16322 0.012366 0.280555556 -0.27362 -164.1701 0.00 0.00 0.00 0.00 220 0.0412 0.25 0.01 4.16322 0.012366 0.280555556 -0.27362 -164.1701 0.00 0.00 0.00 0.00 230 0.0481 0.29 0.01 4.85709 0.014427 0.280555556 -0.27246 -163.4762 0.00 0.00 0.00 0.00 240 0.0481 0.29 0.01 4.85709 0.014427 0.280555556 -0.27246 -163.4762 0.00 0.00 0.00 0.00 250 0.0481 0.29 0.01 4.85709 0.014427 0.280555556 -0.27246 -163.4762 0.00 0.00 0.00 0.00 260 0.0481 0.29 0.01 4.85709 0.014427 0.280555556 -0.27246 -163.4762 0.00 0.00 0.00 0.00 270 0.0481 0.29 0.01 4.85709 0.014427 0.280555556 -0.27246 -163.4762 0.00 0.00 0.00 0.00 280 0.0481 0.29 0.01 4.85709 0.014427 0.280555556 -0.27246 -163.4762 0.00 0.00 0.00 0.00 290 0.0563 0.34 0.01 5.68973 0.0169 0.280555556 -0.27107 -162.6436 0.00 0.00 0.00 0.00 300 0.0563 0.34 0.01 5.68973 0.0169 0.280555556 -0.27107 -162.6436 0.00 0.00 0.00 0.00 310 0.0563 0.34 0.01 5.68973 0.0169 0.280555556 -0.27107 -162.6436 0.00 0.00 0.00 0.00 320 0.0563 0.34 0.01 5.68973 0.0169 0.280555556 -0.27107 -162.6436 0.00 0.00 0.00 0.00 330 0.0563 0.34 0.01 5.68973 0.0169 0.280555556 -0.27107 -162.6436 0.00 0.00 0.00 0.00 340 0.0563 0.34 0.01 5.68973 0.0169 0.280555556 -0.27107 -162.6436 0.00 0.00 0.00 0.00 350 0.0653 0.39 0.01 6.59177 0.01958 0.280555556 -0.26957 -161.7416 0.00 0.00 0.00 0.00 360 0.0653 0.39 0.01 6.59177 0.01958 0.280555556 -0.26957 -161.7416 0.00 0.00 0.00 0.00 370 0.0653 0.39 0.01 6.59177 0.01958 0.280555556 -0.26957 -161.7416 0.00 0.00 0.00 0.00 380 0.0653 0.39 0.01 6.59177 0.01958 0.280555556 -0.26957 -161.7416 0.00 0.00 0.00 0.00 390 0.0653 0.39 0.01 6.59177 0.01958 0.280555556 -0.26957 -161.7416 0.00 0.00 0.00 0.00 400 0.0653 0.39 0.01 6.59177 0.01958 0.280555556 -0.26957 -161.7416 0.00 0.00 0.00 0.00 410 0.0921 0.55 0.02 9.29786 0.027617 0.280555556 -0.26506 -159.0355 0.00 0.00 0.00 0.00 420 0.0921 0.55 0.02 9.29786 0.027617 0.280555556 -0.26506 -159.0355 0.00 0.00 0.00 0.00 430 0.0921 0.55 0.02 9.29786 0.027617 0.280555556 -0.26506 -159.0355 0.00 0.00 0.00 0.00 440 0.1237 0.74 0.02 12.4897 0.037098 0.280555556 -0.25974 -155.8437 0.00 0.00 0.00 0.00 450 0.1237 0.74 0.02 12.4897 0.037098 0.280555556 -0.25974 -155.8437 0.00 0.00 0.00 0.00 460 0.2336 1.40 0.04 23.5916 0.070074 0.280555556 -0.24124 -144.7418 0.00 0.00 0.00 0.00 470 0.3710 2.23 0.06 37.469 0.111294 0.280555556 -0.21811 -130.8644 0.00 0.00 0.00 0.00 480 0.1855 1.11 0.03 18.7345 0.055647 0.280555556 -0,24933 -149.5988 0.00 0.00 0.00 0.00 490 0.1237 0.74 0.02 12.4897 0.037098 0.280555556 -0.25974 -155.8437 0.00 0.00 0.00 0.00 500 0.0921 0.55 0.02 9.29786 0.027617 0.280555556 -0.26506 -259.0355 0.00 0.00 0.00 0.00 510 0.0921 0.55 0.02 9.29786 0.027617 0.280555556 -0.26506 -159.0355 0.00 0.00 0.00 0.00 520 0.0921 0.55 0.02 9.29786 0.027617 0.280555556 -0.26506 -159.0355 0.00 0.00 0.00 0.00 530 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 540 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 550 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 560 0.0605 0.36 0.01 6.10606 0.028137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 570 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 580 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 590 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 600 0.0605 0.36 0.01 6.10606 0.018137 0.290555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 610 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 620 0.0605 0.36 0.01 6.10606 0.018237 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 630 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 640 0.0605 0.36 0.01 6.10606 0.018137 0.280555556 -0.27038 -162.2273 0.00 0.00 0.00 0.00 650 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 660 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 670 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 680 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 690 0.0495 0.30 0.01 4.99586 0.014939 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 700 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 710 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 720 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 730 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 740 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 750 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 760 0.0495 0.30 0.01 4.99586 0.014839 0.280555556 -0.27223 -163.3375 0.00 0.00 0.00 0.00 770 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 780 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 790 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 800 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 810 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 820 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 830 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 840 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 850 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 860 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 870 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 880 0.0392 0.23 0.01 3.95506 0.011748 0.280555556 -0.27396 -164.3783 0.00 0.00 0.00 0.00 890 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 900 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 910 0.0344 0.21 0.01 3.46935 0.010305 0.290555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 920 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 U.UO 0.00 0.00 930 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 940 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 950 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 960 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 970 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 980 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 990 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 1000 0.0344 0.21 0.01 3.46935 0.010305 0.280555556 -0.27477 -164.8640 0.00 0.00 0.00 0.00 1010 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1020 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1030 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1040 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1050 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1060 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1070 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1080 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1090 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1100 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1110 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1120 0.0275 0.16 0.00 2.77548 0.0082" 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1130 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1140 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1150 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1160 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1170 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1180 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1190 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1200 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1210 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1220 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1230 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1240 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1250 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 2260 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1270 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1280 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1290 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1300 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1310 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.77593 -165.5579 0.00 0.00 0.00 0.00 1320 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1330 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1340 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1350 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1360 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1370 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1380 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1390 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1400 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1410 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1420 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.D0 1430 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 1440 0.0275 0.16 0.00 2.77548 0.008244 0.280555556 -0.27593 -165.5579 0.00 0.00 0.00 0.00 D OF STORM OCCURS IN 24 HOURS BUT THE INFILTRATION MAY CONTINUE 0.00 0.00 1450 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1460 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.D0 0.00 1470 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1480 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1490 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1500 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1510 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1520 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 1530 0.0000 0.00 0.00 0 0 0.280555556 -0.28056 -168.3333 0.00 0.00 0.00 0.00 NORTH CAROUNA. CARTERET COUNTY This instrument and this rdficate are duly fliefri fie date and time and in a Book and Page o on the first pap 051Xft rd VON FILE 114312N FOR REGIGTSIMON aECICTER OF OEEOC c.ri et �t Nc decemi bar 211. M2 6.46:03 AM FEE: SM.se NC REVENGE STIVP: gg��,539,90 FILE i 1021 NORTH CAROLINA SPECIAL WARRANTY DEED Excise Tax: $2,530.00 Real Estate J ntifierNo.:�A�oo,�.l.l 59000 Return to: � $ At (Without title examination or tax advice) Brief description for the Index: 12+/- Ac., Radio Island, Carteret County GRANTOR Cy aa GRANTEE 51''1� 1 oi�crg5, LLC' Oceanside Yacht Club Development, Inc., M Y l Rd A North Carolina corporation !v i&n-k C meh i ' 3225 Blue Ridge Road Raleigh, NC 27612 27GU The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. WHEREAS, Oceanside Yacht Club Development, Inc. is the surviving entity of a merger which occurred in or about July 2012. WHEREAS, Robert E. Monroe was appointed Receiver for Oceanside Yacht Club Development, Inc., as evidenced by a Notice of Receivership recorded in Book 1428, Page 364, Carteret County Register of Deeds. WHEREAS, "Property" or "Properties" shall individually and collectively mean those tracts and parcels WHEREAS, Grantor and Grantee hereby acknowledge and agree that the conveyance of the Property is subject to the terms, conditions, exceptions and provisions set forth in Exhibit A-2attached hereto and incorporated by reference herein. WHEREAS, the Grantor, for a valuable consideration paid by the Grantee, the sufficiency and receipt of which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey -unto the Grantee in fee simple, that certain lot or parcel of land situated in the Town of Morehead City, Carteret County, North Carolina and being described as follows: BOOK 431 PAGE a9G Set forth in Exhibit A-1 attached hereto and incorporated by reference t i A map Sh d herein is recorded in Plat.Baok_.-... _ CarteretCounty Registry. d All or a portion of the property herein conveyed El includes or ®does not include the of a Grantor. s TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges � thereto belonging to the Grantee in fee simple. And the Grantor covenants with the Grantee, that Grantor has done nothing to impair sucti title as urantor received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under and through Grantor, other than the following exceptions: Set forth In Exhibit A-2, attached hereto and incorporated by reference herein. IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written. �nsidc Yacht�krh Development;-Ine. By: V (SEAL) Robert E. Monroe, Receiver STATE OF NORTH CAROLINA COUNTY OF WAKE I, a Notary Public of the aforesaid State and County, do hereby certify that Robert E. Monroe personally appeared before me this day and acknowledged that he is Receiver for Oceanside Yacht Club Development, Inc. and, being authorized to do so, acknowledged and voluntarily executed the foregoing instrument for the purposes stated therein and in the capacity indicated. WITNESS my hand and official stamp or seal, this __�_ day of December, 2012. vND�Fy Jv �'(AR y Nota ublic � PrintedName: Wit 0� W v` Mill [Notary Stam Se� My Commission Expires: L 0 f � 41 1 ry --BOOK- 148L-PAGE .A%-- - EXHIBIT A-1 Radio Island Property BEING located on Radio Island, Carteret County and consisting of twelve (12) acres, more or less, more particularly described as follows: Beginning at a point in the eastern right of way margin of Marine Drive, which point marks the northwest comer of that .80 acre tract of property conveyed by the parties hereto to Carolina Atlantic Seafood Enterprises, Inc., by deed dated October 30, 1997 and recorded in Deed Book 879, Page 364, Carteret County Registry. From said POINT AND PLACE OF BEGINNING, North 01 00 East along the eastern right of way of Marine Drive, 400 feet to a point; thence South 70 21 38 East 612.52 feet to a set iron rod; thence, North 52 23 East 200.95 feet to a magnetic nail located in the bulkhead wall along Moulton Creek; running thence the following courses and distances along the highwater mark of Moulton Creek; South 36 54 East 209.24 feet; South 58 20 East 58 feet; South 41 30 East 71 feet; South 49 15 East 48 feet and South 78 00 East 48 feet to a point in the common line with the Piners (n/f); thence South 01 06 West 530.93 feet to a point being the northeast corner of that .80 acre tract of property conveyed to Carolina Atlantic Seafood Enterprises, Inc., recorded in Deed Book 879, Page 364, Carteret County Registry; thence North 64 00 West with the north line of the .80 acre tract a distance of 1,154.87 feet to the point and place of beginning, together with all riparian and littoral rights incident and attached thereto. Being the same property as depicted on that survey prepared by Larry C. Pittman, RLS entitled "Sam Morgan Heirs" and dated May 12, 2003, refetnec to which is made for a more particular description. NOTE 1: The conveyance by Grantor of the above described property includes all right, title and interestin and to any improvements(i A docks) that are located -within the riparian access corridor for the above described property, regardless of whether the same are physically attached to said property. NOTE 2: The conveyance by Grantor of their interest in this tract includes all of their right, title or interest in and to "Morgan Lane Extension', as the same is depicted in Map Book 4, Page 75, Carteret County Registry, but only to the extent the same is located within the bounds of this said tract. NOTE 3: The conveyance is made together with all right, title and interest of Grantor in that certain conditional easement reserved in Deed recorded at Book 1010, Page 122, Carteret County Registry. NOTE 4: This conveyance is subject to that certain easement described at paragraph 7 of the Settlement Agreement recorded at Book 816, Page 135, Carteret County Registry. 1,00K% PAGE d S& �f NOTE 5: This conveyance is subject to that certain Deed of Easement recorded at Book 1071, Page 413, Carteret County Registry. NOTE 6: This conveyance is further subject to all easements and rights -of -way of record, including without limitation, utility easements and rights -of -way of record. ,I BOOK / ACE. Exhibit A-2 Exceptions 1. Grantee's pro rats portion of 2012 ad valorem taxes and those for subsequent years, not yet due and payable. 2. Grantee's pro rata portion of any owner or property association dues, expenses or fees for 2012 and those for subsequent years, not yet due and payable. 3. Easements, covenants and restrictions of record. 4. Rights of way to public roads and streets. S. Grantor makes no representations regarding, and conveys the Property subject to, any hazardous or toxic materials which may or may not be legally or illegally present or contained in, under or on the subject Property or its waters, or any hazardous or toxic materials which may have contaminated such Property or its waters in any way whatsoever. 6. Grantor is conveying the Property "AS IS, WHERE IS, WITH ALL FAULTS AND LIMITATIONS". Grantee by acceptance of this Deed acknowledges that neither Receiver; BB&T; John C. Pracht, IV, Auctioneer/Broker in Charge; Max Spann Real Estate & Auction Co., Marketing Consultant; nor Grantor, or their respective employees, agents, officers or contractors have made, nor make and specifically negate and disclaim any representations, warranties, promises, covenants, agreements or guaranties of any kind or character whatsoever, whether express or implied, oral or written, past, present, or future, of, as to, concerning or with respect to: (a) the value, nature, quality or condition of the Property including, without limitation, the water, soil and geology; (b) the suitability of the Property for any and all activities and uses; (c) the habitability, merchantability, marketability, profitability or fitness for a particular purpose of the Property; (d) the compliance of or by the Property or its S. 9. authority or body; (e) the existence of any view from the Property or that any existing view will not be obstructed in the future; or (f) any other matter with respect to the Property except as to warranties of title included herein. Without limiting the generality of the foregoing, to the extent applicable, Grantee acknowledges that Grantor's disclaimer of warranties, representations or guaranties with respec To" M-111c m e the following items to comply with applicable laws, was an integral part of the basis of the bargain between the parties: (i) soil conditions, the presence of asbestos, lead -based paint, radon gas, mold, mildew, spores or other microscopic organisms or hazardous materials, or any other environmental matters, (ii) the availability of any public or private water and sewer systems or any other utility or telecommunications connections; (iii) all structural components of improvements if any (including foundations, retaining walls, columns, chimneys, floors, walls, ceilings and roofs; (iv) the square footage of the land; (v) the ability to build upon the Property; (vi) existence of wetlands; (vi) enforceability or viability of private easements and/or non -State or City maintained rights of way, whether appurtenant, conditional, or to which the Property is subject; and (vii) drainage conditions or evidence of excessive moisture. Grantee further acknowledges through acceptance of this Deal that the further disclaimers and releases, and the covenants and agreements contained in the Agreement of Purchase and Sale between Grantor and Grantee regarding the Property survive the conveyance of the Property hereby. Ordinance to Annex recorded in Book 1164, Page 57, Carteret County Registry. Riparian or littoral rights incident to any branches, creeks, streams or other waters coursing the 10. Title to that portion of insured premises lying below the mean high water marl[ of Beaufort Harbor. 11. Laws of the State of North Carolina or any other government agency relating to wetlands and/or waterfront property. BOOK. L4�LPACEcZ16 C201908706126 SOSID: 1291149 Date Filed: 3/28/201911:59:00 PM Elaine F. arshall LIMITED LIABILITY COMPANY ANNUAL R NortholinaSecretaryofState !901a, C2019 087 06126 NAME OF LIMITED LIABILITY COMPANY: Crystal Holdings, LLC SECRETARY OF STATE ID NUMBER: Ring ce Use 1291149 STATE OF FORMATION: NC REPORT FOR THE CALENDAR YEAR: 2019 91aR1� SECTION A: REGISTERED AGENT'S INFORMATION •r s Chanes 1. NAME OF REGISTERED AGENT: James H P Bailey , Jr ® 2. SIGNATURE OF THE NEW REGISTERED AGENT: SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT 3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS 517 East Fort Macon Rd 517 East Fort Macon Rd Atlantic Beach, NC-28512 Carteret Atlantic Beach, NC 28512 Carteret SECTION B: PRINCIPAL OFFICE INFORMATION 1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate 2. PRINCIPAL OFFICE PHONE NUMBER: (252) 241-1200 4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 517 East Fort Macon Rd 3. PRINCIPAL OFFICE EMAI Privacy Redaction 5. PRINCIPAL OFFICE MAILING ADDRESS 517 East Fort Macon Rd Atlantic Beach, NC 28512 Carteret Atlantic Beach, NC 28512 Carteret 6. Select one of the following if applicable. (Optional see instructions) ❑ The company is a veteran -owned small business E-E iV E l ❑ The company is a service -disabled veteran -owned small business ,; JAN 1 ' SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.) RV. NAME: James H Bailey, Jr NAME: W D©uplaS Brady NAME: Michael H Burton TITLE: Managing Member TITLE: Member ADDRESS: ADDRESS: TITLE: Member ADDRESS: P 0 Box 7 805 Front St 116 Pond Dr Atlantic Beach, NC 28512 Carteret Beaufort, NC 28516 Carteret Atlantic Beach, NC 28512 Carteret SECTION D: CERTIFICATION -OF A 11A1 RliPORT, Section D must be completed in its entirety by -a personibusiness entity. SIGN DATE Form must bo signed by a Company Official listed under Section C of This form. &,;a- sik-tv M 2Qk- Print or Type Name of Company Official PrWar Type Title of Company Of Ww SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200 MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525 Triantafillopoulos, Ted From: Ginger Turner <ginger@tcgpa.com> Sent: Tuesday, March 3, 2020 4:35 PM To: Triantafillopoulos, Ted Cc: Doug Brady, Ron Cullipher Subject: [External] RE: Stormwater Application Oceanside Yacht Club SW8 080952 Ted, Thank you for the email. I submitted one for each type because we would like the permit to allow for the use of any type permeable pavement as long as the required depth of stone is maintained. Unfortunately the old supplements are pervious pavement type specific. I believe the 2017 rules are not specific to a type of pavement. Please let me know if this is something that can be accomplished. Thanks Ginger Y. Turner, PE The Cullipher Group, PA 151A Highway 24 Morehead City, NC 28557 (252) 773-0090 (main) (252) 499-2166 (direct) ginger@tcgpa.com From: Triantafillopoulos, Ted <ted.triantis@ncdenr.gov> Sent: Tuesday, March 3, 2020 4:26 PM To: Ginger Turner <gnger@tcgpa.com> Subject: Stormwater Application Oceanside Yacht Club SW8 080952 Hi Ginger, After review of the subject application, the Division has looked at the provided permeable pavement supplements for Drainage Area 1. The designs provided are: • Permeable Interlocking Concrete Pavers • Porous Concrete • Porous Asphalt One design is all that is needed for submittal of the application per Drainage Area. Please respond back with a timeframe of your decision, stating which one of the three designs will be implemented during construction. Thanks ad Triant s Engineer Division of Energy, Mineral and Land Resources North Carolina Department of Environmental Quality Phone: (910) 796-7215 FAX: (910) 350-2018 Email: ted.triantis(a-ncdenr.gov 127 Cardinal Drive Extension Wilmington, NC 28405 Email correspondence tc ai;d frcrn t; its ad ass ie s!."5jnct to *'7e North Carolina Public Reccrde air and may be _ ,),,;sed tc third pa; Jas THE CULLIPHER GROUP, P.A. ENGINEERING & SURVEYING SERVICES HESTRON PLAZA TWO 151-A NC HWY 24 j1.I E EIVE MORE HEAD CITY- 09 28557 P:(252) 773-0090 j p 13 F:(252) M-0243 2020 LETTER OF TRANSMITTAL To: NCDEQ-DEMLR-STORMWATER SECTION 127 CARDINAL DRIVE EXT WILMINGTON, NC 28405 WE ARE SENDING YOU: DATE 1/10/2020 JOB No. PM1070-4 ATTENTION CHRISTINE HALL RE: OCEANSIDE YACHT CLUB MAJOR MOD STORMWATER SW8 080952 COPIES DATE NO. DESCRIPTION 1/1 APPLICATION, SUPPLEMENTS 2 PLANS (SH1,SH4, SH5 & SH9) 1 APPLICATION FEE $505 1 NARRATIVE/CALCULATIONS/QUAD 1 DEED 1 CORPORATION DOCUMENTATION 2 COLOR DRAINAGE AREA MAP THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Resubmit copies for approval ❑ For your use ❑Submit copies for distribution ❑ As requested OFor review and comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS PLEASE CALL WITH ANY QUESTIONS. 252-499-2166 COPY TO SIGNED GINGERY. TURNER, PE Hall, Christine From: Bodnar, Gregg Sent: Monday, June 17, 2019 2:52 PM To: Mairs, Robb L; Hall, Christine; Sandi.Watkins@moreheadcitync.org Cc: Styron, Heather M. Subject: FW: [External] RE: Oceanside Yacht Club Attachments: PM1070-4 SH1 RB.pdf Hey all, Please see above for a revised workplan for Crystal Holdings LLC minor mod. There were CRC rule issues with lots 39-49 and the amount of decking in the 30ft buffer. The only change is the removal of those decks. Thanks, Gregg From: Ginger Turner <ginger@tcgpa.com> Sent: Monday, June 17, 2019 2:19 PM To: Bodnar, Gregg <gregg.bodnar@ncdenr.gov> Cc: Doug Brady <dbradydev@gmail.com>; Ron Cullipher <ron@tcgpa.com> Subject: [External] RE: Oceanside Yacht Club Gregg, Please see the attached revised drawing. The Developer has decided to remove the decks from units 39-49. Please let me know how may copies you need to proceed with the application review. Thank you, Ginger Y. Turner, PE The Cullipher Group, PA 151A Highway 24 Morehead City, NC 28557 (252) 773-0090 (main) (252) 499-2166 (direct) gin er tcgpa.com From: Ginger Turner Sent: Friday, June 7, 2019 10:08 AM To: Bodnar, Gregg <gregg.bodnar@ncdenr.gov> Cc: Doug Brady <dbradvdev@gmail.com>; Ron Cullipher <ron@tcgpa.com> Subject: RE: Oceanside Yacht Club Importance: High Gregg, Do you have any update on the status of this application? If you will please respond to all because I am currently out of the office until June 171n Thank you, Ginger Y. Turner, PE The Cullipher Group, PA 151A Highway 24 Morehead City, NC 28557 (252) 773-0090 (main) (252) 499-2166 (direct) ginger@tcgpa.com From: Ginger Turner Sent: Tuesday, May 28, 2019 8:55 AM To: Bodnar, Gregg <gregg.bodnar@ncdenr.eov> Cc: Doug Brady <dbradvdev@gmail.com>; Ron Cullipher <ron@tcgpa.com> Subject: Oceanside Yacht Club G regg, The attached signed version has received approval from the Town of Morehead City. I have also attached an unsigned version with the topo turned off for further clarification for each lot boundary. Also the decks will be independent of each lot and be separated by a privacy fence. If you have any other questions please let me know. Thank you, Ginger Y. Turner, PE The Cullipher Group, PA 151A Highway 24 Morehead City, NC 28557 (252) 773-0090 (main) (252) 499-2166 (direct) ginger@tcgpa.com 2 !! j i ile ! SFi SN \ f�:iE1311P1�!-�IGdiBP! ® logo IiI�IYaYlYY171s��1�:�1�ei�O�1�■ 1/�� ' !.•13� I I W np � �� n i N..... ...... l _ills }` 1 7^f Il B i ,1 Y ilea6 e--a:leT 1 1' mold r� ` I .:7 I o¢z \ � 4 jamp gal E Ex 00 izi Mlgir 5@� WC"3a I A t a g C7 1C lhiRB.FeedwWa9M P " W 41 �dd9 Q '� f^ L• s .1 8 R e el X 4 t , �- �jj••4E . . Y '� 'I N8S? :8."X: 98:g :8:6 ..,. ..AY .... .... q YIN t :r: ' '�w.F� r q .� i� R ::4 •: z a a e as .pp a9� ag 3 a `y e" LU �a —= 6 :91 .i a 6n 0 21 �! _ a :• i I w �d .fin dad wIaagrrm--aaca� I I e s a e y,'..: _ g �' '� ! I � ��•E Dig �_ real lb - ;1_.1 Y SEY e a ' � '.T:: �. F ::> � ' � . .off �' �, a • s%O z- � ; � cz o � B I'll _ •C• 'T '- - ppG . f / � V (� _` e`1/Y• ` w w v flu it I a e B a pe.g <s•",�°A � �, m a rr y v�i m m a�i ��a Hall, Christine From: Hall, Christine Sent: Friday, May 24, 2019 9:29 AM To: Ginger Turner Cc: Ron Cullipher Subject: RE: [External] RE: Oceanside Yacht Club, SW8 080952 Any increase in size of the permeable pavement requires a major modification to the permit. The increased area would be subject to the 2017 rules. The rest remains subject to the rules in place when the permit was approved. As for the change in the type of pavement surface, if it is changing from what was previously approved and that was the only change, then you could either submit a minor modification to document the change or identify the change as part of your certification. Either way, you'd have to be careful of any changes to the elevations of the system. Christine Hall Environmental Engineer Division of Energy, Mineral and Land Resources — State Stormwater Program Department of Environmental Quality 910 796 7215 office 910 796 7335 direct christine.hall@ncdenr.gov 127 Cardinal Drive Ext. Wilmington, NC 28405 'Nothrng Compares - - G' , . is . , . ._ ,. �r:•� . ; � : _ .... ' irr�r�' �a�ieN. From: Ginger Turner <ginger@tcgpa.com> Sent: Thursday, May 23, 2019 4:28 PM To: Hall, Christine <Christine.Hall@ncdenr.gov> Cc: Ron Cullipher <ron@tcgpa.com> Subject: RE: [External] RE: Oceanside Yacht Club, SW8 080952 Importance: High External email. Do not click links or open attachments unless you verify. Send all suspicious. email as an attachment [ You're sharp and correct! I do not remember changing these so I went back and looked at the two versions and yes at some point and for some reason the grass cell emergency access lengths did grow and by approximately 423 square feet. I checked the other parking areas and they have remained constant. Since pervious pavements are now 100% credit, is a permit modification required for this small amount. We do not remember why but will shorten them in the interim as previously permitted if required so the CAMA minor modification can move forward. Ron and I will revisit and determine the need for the change in length and be back in touch if need be. Secondly if you recall we discussed some time ago the possibility of the developer/permittee being able to install v whichever permeable pavement system (pavers, asphalt, concrete, etc.) desired (detail on this project mentions pervious concrete). At that time, given the way the permit and applications were set up, the permittee could only install the type listed in the permit or request a modification for a different type. Have any policies been adopted to allow for any type of pervious pavement to be installed or will a modification be required? Thanks for keeping me straight! Ginger From: Hall, Christine <Ciiristine.Hal l,ncaens.;ov° Sent: Thursday, May 23, 2019 3:04 PM To: Ginger Turner <g_!n er@tcgpa.corn> Cc: Ron Cullipher <ron@tcgpa.com> Subject: RE: [External] RE: Oceanside Yacht Club, SW8 080952 It also looked like some of the emergency access lengths had changed. Christine Hall Environmental Engineer Division of Energy, Mineral and Land Resources — State Stormwater Program Department of Environmental Quality 910 796 7215 office 910 796 7335 direct ,oh r_•Aine.h;�if ',_,cderr.i��w 127 Cardinal Drive Ext. Wilmington, NC 28405 From: Ginger Turner <gingerC :ca ap com> Sent: Thursday, May 23, 2019 2:59 PM To: Hall, Christine <Christine.Hall@ncder.r„ov> Cc: Ron Cullipher <ron tc^pa.corr•.> Subject: [External] RE: Oceanside Yacht Club, SW8 080952 i +Fbdtcciao email. f?o �, or tie attacu+enu unless you verify. Send ah susplefous email as an - 'tc ..ate „a..y';3y There are no changes in impervious coverage. Only adding open patios and walks from the units. Is this something that needs to be submitted & reviewed? From: Hall, Christine <Christine.Hall@ncdenr.aov> Sent: Thursday, May 23, 2019 2:51 PM To: Ginger Turner <ginger@tcgpa.com> Subject: Oceanside Yacht Club, SW8 080952 Ginger, I am in receipt of a revised site plan for the subject project from CAMA. I'm not sure what the CAMA request is that caused this plan to be sent my way but please remember that any changes to the site plan for the upland areas from the approved stormwater plans must be submitted to stormwater for review. Christine Hall Environmental Engineer Division of Energy, Mineral and Land Resources — State Stormwater Program Department of Environmental Quality 910 796 7215 office 910 796 7335 direct 6 gist ne.hail_Qncdenr.acL, 127 Cardinal Drive Ext. Wilmington, NC 28405 Hall, Christine From: Hall, Christine Sent: Thursday, May 23, 2019 2:51 PM To: Ginger Turner (ginger@tcgpa.com) Subject: Oceanside Yacht Club, SW8 080952 Ginger, I am in receipt of a revised site plan for the subject project from CAMA. I'm not sure what the CAMA request is that caused this plan to be sent my way but please remember that any changes to the site plan for the upland areas from the approved stormwater plans must be submitted to stormwater for review. Christine Hall Environmental Engineer Division of Energy, Mineral and Land Resources — State Stormwater Program Department of Environmental Quality 910 796 7215 office 910 796 7335 direct christine.hall@ncdenr.gov 127 Cardinal Drive Ext. Wilmington; NC 28405 1 HEAD CITY SITE DATA MIN 4 ASTM #57 STONE NOT AN TRACT AREA = 12.02+/- ACRES MIXED WITH OTHER AGGREGATES t 7� CRC PROPOSED MARINA BASIN 2. 79+/- ACRES PERMEABLE GEOTEXT ILE FABRIC ,� r U.S Ch',q �K NET HIGH GROUND = 9. 23+/- ACRES i f �f�CNorps G �/�� ZONE - PD�9- �� s� m f, tb,,,Qj r. ter, �.��„-,..r r, iri mr•infr- _ n f,,. .,., i 94 �\ I i ror" -00 - O STING �/ O 1 154.YY I U IAL "" ' `n;FMFNT fltVE O 20� N 6 0 00 W EXIFAtEO ''�. Q� •4 C11 )b D -�O icy 0. P��' ni nF s ` t�l �� o �, - - Ypi;gh / 2E YACHT 2.00 TO p 7t -' x ' 110� � nn' T��-ter x x x x chain /ink fence x x ox �r 1x2; x x x rz ry v x x x x x x' x • S 64 00 00 E r-REVISIONS. �� ♦ No BY DATE. DESCRIPTION N/F GO ��Q N�Ft4 No I NC STATEZX 0 D PM THOR I lY. �O ok GOSH � �Od +` • NOTES 1 PROPERTY IS ILOCATED IN FL000 ZONE AE7 SHADED X AND X SHEETINDEX SHEET 1 -MASTER SITE PLAN SHEET 2 -DEMOLITION PLAN SHEET 3 -MARINA SITE PLAN SHEET 4 -GRADING PLAN SHEET 5 -EROSION CONTROL PLAN SHEET 6 -MARINA DREDGING PLAN SHEET 7 -PLAN AND PROFILE SHEET 8 -LANDSCAPING PLAN SHEET 9 -DETAILS SHEET 1 OF 9 PROJECT # PM1070-4 DESIGN FILE: PM1070-4/PM1070-4 CONSTRUCTION.dgn CENTERLINE CURVE DATA LENGTH 0 = 20.42 LENGTH 0 = 24.50 RADIUS = 18.00 RADIUS 50.00 CHORD LENGTH = 19.34 CHORD LENGTH = 24.25 CHORD DIRECTION = N31030'00"W CHORD DIRECTION = S78002'06"E LENGTH 2 0 = 40.22 LENGTH © 3576 RADIUS = 50.00 RADIUS = . CHORD LENGTH = 39.15 CHORD LENGTH = 35.01 CHORD DIRECTION = N24002'44"E: CHORD DIRECTION. = N67°26'20"E LENGTH = 23.96 LENGTH O = 39.88 RADIUS = 50.00 RADIUS = 50.00 CHORD LENGTH = 23.73 CHORD LENGTH = 38.83 CHORD DIRECTION = N330 21 ' 55 "E: CHORD DIRECTION = N24005' 48 "E LENGTH 4 = 37.70 LENGTH ® = 4493 RADIUS = 24.00 RADIUS . CHORD LENGTH = 33.94 CHORD LENGTH = 43.43 CHORD DIRECTION = N64038'22"E CHORD DIRECTION = N24029'45"W WATER, SEWER AND DRAINAGE EASEMENTS WILL PREDOMINATELY BE LOCATED IN THE PARKING AREAS. EXCEPTIONS WILL APPLY. STORM WATER WILL BE TREATED BY INFILTRATION WITH THE DESIGN STORM EXCESS FLOWING INTO MANMADE BASIN. 2. BOUNDARY TAKEN FROM SURVEY PROVIDED BY W.D. DANIELS, JR OF DAVIS, NORTH CAROL INA, ENTITLED SURVEY FOR OLDE TOWNE CONDOMINIUM, DATED AUGUST 20, 2004. 3. ALL PARKING SPACES SHALL BE -A MINIMUM OF 9X18 UNENCUMBERED WITH ANY CURB OR SIDEWALK. 4. ROADS AND EMERGENCY ACCESS LANES SHALL SUPPORT LOADS UP TO 75000 LBS. 5. FOR SLIPS NOT WITHIN 150' OF FIRE APPARATUS, A "STANDPIPE SYSTEM„ SHALL BE PROVIDED. FINAL LOCATION OF STANDPIPE SYSTEM SHALL BE APPROVED BY THE TOWNS FIRE OFFICIAL. 6. PROPOSED WATER AND SEWER BY THE TOWN OF MOREHEAD CITY. 7. SEE LANDSCAPING PLAN FOR ADDITIONAL INFORMATION ON SCREENS, STRIPS AND INTERIOR PLANING REQUIREMENTS. CARD Azzo i `0� �FESS j000 � • SEAL • s • 36970 'tip •":::••D nm I GYT IO/20/l5 SHEET INDEX 2 GYT 3129116 GRAVEL AT STORAGE 3 GYT 11113116 MASTER PLAN NOTES ADDED DECKS/WALKS, 4 GYT 3120117 REV NATURAL SPACE BULKHEAD ALIGNMENt 5 GYT 3129117 MARINA INLET 6 GYT 2119119 CULLIPHER GROUP,PA 7 1 GYT 1512119 1,90ARDWALK AT 63 BEFORE YOU DIGI NC ONE CALL MASTER SITE PLAN Ft EI i i uLL r rttt � O � �D (OR 1-800-632-4949) IT'S THE LAW! �TURNER, P.E. DATE Em OCFA I I)m YAC Cm I C�r MOREHEAD CITY TWSP., CARTERET COUNTY, NORTH R'AIOLINA OWNER: CRYSTAL HOLDINGS, LLC DESIGNED: C/O DOUG BRADY RDC/GYT DRAWN: ADDRESS: 517 EAST FORT MACON RD. RDC/GYT ATLANTIC BEACH, NC 28512 CHECKED: PHONE: 252-241 -1200 RDC APPROVED: TI�I[JE CICTI�]I�II�H ER GII$OUP9 P.A. G Y T ENGINEERING & SURVEYING SERVICES DATE: 151A HIGHWAY 24 8 /25 / 1 5 MOREHEAD CITY, N.C. 28557 (252) 773-0090 LICENSE NO. C-4482 SCALE: �E� _ 40 Permit Class MODIFICATION/AHNOR STATE OF NORTH CAROLINA Department of Environmental Quality and Coastal Resources Commission verma for Permit Number 21-16 ECEN'ED X Major Development in an Area of Environmental C ji, oncern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to Crystal Holdings LLC, PO Box 7 Atlantic Beach, NC 28512 F s Authorizing development in Carteret County adjacent to Morgan Creek, 100 Olde Towne Yacht Club Road in Beaufort as requested in the permittee's letter dated 4/7/17, including the f- attached workplan drawing dated Revised 3/20/17 "< "This permit, issued on June 7, 2017 , is subject to compliance with the application (where consistent _ F. -with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may `.> . be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. 1) Unless specifically altered herein, this Minor Modification authorizes the reduction in the basin inlet canal width and slip realignment, all as expressly and specifically set forth in the attached letter and workplan drawing. Any additional development activities may uire a modification of this permit. 2) The permittee and/or his or her contractor shall meet with a representative of the Division prior to project initiation. (See attached sheet for additional conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. . Any maintenance work or project modification not covered hereunder requires further Division approval. All .work must cease when the permit expires on December 31, 2019 In issuing this permit, the State of North Carolina agrees that A your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEQ and the Chairman of the Coastal Resources Commission. eiv^Braxt#n`C. Davis, Director ision of Coastal Management This permit and its conditions are hereby accepted. I Signature of Permittee Crystal Holdings LLC ADDITIONAL CONDITIONS Permit No. 21-16 Page 2 of 2 3) This Minor Modification/Renewal shall be attached to the original Permit No. 21-16, which was issued on 2/11/16, and copies of all documents must be readily -available on site when Division personnel inspect the project for compliance. 4) All conditions and stipulations of the active permit remain in force unless specifically altered herein. NOTE: The U.S. Army Corps of Engineers assigned the proposed project COE Action Id. No. SAW- '2008-03241. NOTE: The Division of Water Resources assigned the proposed project DVVR Project No. 2008-1740 V2. NOTE: A minor modification application processing fee of $100 was received by DCM for this project. .......:iiate....@i ee • f �00 I NIS1Slt11FtE1S9elulSS i(( S .w..:e..:..j 11111,1010000 1 ,'�•},, �•�%},'4" ;'. ]'psi - ♦ `ii. ..��'� ':j° �� I 16 ';'•'^ ot .t� J a, ,ri•, -,y 1 ICCV�77 III 'T CIA .,. .... 9g r •. +` ,3N� �9i8 e1Bee I �Ig5 r01 _ 6 p�_ o r r n p x upy � o '" %s" Z S T d#...... 3 O,Mg ®j e a Oft : a i �ffl5 ROY COOPER tiavemor t MICHAEL S. REGAN ecrelwy F°n+x:'afitt>�tr,�t.+g BRAXTON DAVIS r;!1' iF�' 1lotair i'.AL ob"I t ; r'r Dirr:ctnr MEMORANDUM: May 18, 2017 To: Gregg Bodnar From: Heather Styron OV0 Thru: Roy Brownlow RE: Minor Modification of permit #21-16, Oceanside Yacht Club Development, Inc. Please find enclosed a request from Mr. Doug Brady representing Crystal Holdings, LLC. to modify the CAMA permit issued to Crystal Holdings, LLC. This permit, #21-16; was issued on 2/11/16, and is set to expire on 12/31/19. The permit authorized upland development, marina facility, excavation, spoil disposal and shoreline stabilization. Subsequent to the issuance of this permit, the applicant is proposing to reduce the width of the basin entrance by 15' and realign some of the slips. There would be no change to impervious coverages or the stormwater plan per the applicant. The proposal is consistent with the specific guidelines found in 15A NCAC 07H.0208 and 15A NCAC 07H.0209. I recommend the modification be authorized as proposed, contingent all original conditions as well as the following specific conditions stated below are followed: • All erosion and sediment control measures should be checked for stability on a regular basis to help ensure effective operation and should be repaired immediately to the dimension indicated on the erosion control plan. • All construction must comply with any approved Sedimentation and Erosion Control Plan issued by Land Quality. • All work must be done as shown on plan dated received by DCM on 4/11/17 ECEIVE 1 a MY 2 2 2017 BY: nxf '°tins I Hmiro.W W Quality I coastal Management �nmercc Ave I MasehW City, NC 28557 yy 252 809 2808 Crystal Holdings LLC 805 Front St APR 2017 Beaufort, NC 28516 April 07, 2017 Heather Styron Division of Coastal Management 400 Commerce Ave Morehead City, NC 28557 Reference: Permit 21-16 Dear Ms. Styron, Pursuant to our conversations regarding permit 21-16, we would like to modify the permit to reduce the width of the basin entrance by 15 ft. We have realigned some slips which allows for this small change in the basin width. It also results in more green space at the basin entrance which makes for a nicer project. There is no change*in the impervious coverages or stormwater plan. I have provided a site plan showing the change. Again, we think this is a very minor change and are in hopes that the review process can be completed expeditiously. Thanks so much for your help and consultation on this issue. Please contact me with any questions. Regards, Doug Brady Manager Crystal Holdings LLC 00 `a'� yN�ll7