The URL can be used to link to this page

Home My WebLink AboutSW6220604_Plansheet - Proposed Drainage Area_20220713// TRAIL CULVERT INCREMENTAL DA =1.4 AC TOTAL DA = 1.4 AC JERKY w, PRINCE I �- � I � INCREMENTAL DA�A0.2 AC L & MELISSA �, PRINCE \ v v I - _ _� / / / / TOTAL DA = 0.2 AC D'B' 3553, PC, 226 \ \ / / I - - - _� - I / / / / MAP`# 2002-751 PIN 9681-61-1975,000 � \ I // 20 G � \ STA 11730 L TO STA 11800 L V A I ❑ V E R E A P STORM DISCHARGE # 10 INCREMENTALTOTAL DA = 0.25 AC I y \ \ \ - - STA 11800 R TO STA 11908 R i 18 CULVERT 4 \\ EC 4 / / INCREMENTAL DA = 5.3 AC DA = 1.4 AC TOTAL DA = 5.3 AC Q10 = 3.8 CFS STA 11705 L TO STA 11730 L / INCREMENTAL DA = 0.05 AC 1 �� TOTAL DA = 0.05 AC18 1 / STA 11730 R TO STA 11800 R L 4 TOTAL ATA 5.9 AC 0.60 AC LEMM❑ND FAMILY LIMITED PARTNERSHIP \ - \- • . i i _ a / / / / / / I / I D,B. 1062, PG. 47 �RU 49 \ - _ "a 17 STA 11705 RTO STA 11730 R PIN 9681-51-4420,01" I �y / INCREMENTAL DA = 0.30 AC / STORM DISCHARGE #9 23 CULVERT/11730' I / / / TOTAL DA = 0.3 AC / . . . . . . . . . . � . . 24" CULVERT _ _ I 41 DA = 6.2 AC / / / / / HARR G-T_❑N P ❑PPRTIES UP NC LL�C- - • DA = 6.2 AC I y � STA 11400 R-0 STA 11705 R TRA III, D. 93,' PG' 7S4 7HR 7S9 Q10 - 14.9 CFS 1 / I / / / INCREMENTAL DA = 3.0 AC 00. _ 4 16 I / / TOTAL DA = 3.0 AC 50575 L TO STA 50690 L / / \ 'NIA CREMENTAL DA = 0.2 AC TOTAL DA = 0.2 AC 24 - - - - - - I / STA 11400 L TO STA 11705 L _ _ _ _ _ _ / STA 50575 R TO STA 50690 R - - I TOTAL A = 03 AC 0.3 AC / \ STA 50033 L TO STA 50438 L 4, 15 / / / INCREMENTAL DA = 0.6 AC I I / INCREMENTAL DA = 0.2 AC TOTAL DA = 9.1 AC TOTAL DA = 2.0 AC 1 y / / / _ 00 STORM DISCHARGE #8 v 7 " - % STA 11235 L TO STA 11400 L I / SPECIAL DITCH 03 / ` 49 1 / INCREMENTAL DA = 0.1 AC \ - / / DA = 2.4 AC / y / 4 / TOTAL DA = 0.4 AC - \ I' I/ Q10 = 6.7 CFS F3s2 M R INCREMENTAL DA = 1.4 AC I I / ^ ' STA 11216 R TOTAL DA = 1.8 AC I � '� INCREMENTAL / phi �° F O / TOTAL DA STA 20997 L TO STA 21100 L 51 ^> ^� �yOF F I � 13 \ I I I INCREMENTAL DA_ 0.05 AC \ TOTAL DA - 0.05 AC SIE I \ \ I / STA 20950 L TO STA 20997 L �� / /� INCREMENTAL DA = 0.05 AC STA 1�DA 1 R TO STA 11216 R / TOTAL DA = 0.25 AC \ O~ _ / TOTAL TA SDAAC 0.4 AC \ \ EIP NAIL 5 \ AT BASE \ STA 21100 RTO STA 21200 R M � CULVERT 11191: 0 / � / I DA=8.4AC INCREMENTAL DA = 0.7 AC TOTAL DA = 9.8 AC ^ STA 11166 R TO STA 11191 R STORM DISCHARGE #7 ` - / M 1 INCREMENTAL DA = 0.2 AC SPECIAL DITCH 04 - l N STA 20997 R TO STA 21100 R - I 1 / 4 TOTAL DA = 3.0 AC DA = 16.8 AC . _OS _ _ _ _ _ • _ _ _ _ INCREMENTAL DA = 1.0 AC - - I - TOTAL DA = 10.8 AC STA 11050 L TO STA 11191 L Q10=40.0CFS _ W _ \ \ HARRII GT❑N PR❑PERTIE'S ❑P NC LLC /`- . E'T_L^ND�_ j ` -__ 4 INCREMENTAL DA = O.l AC M 4 TOTAL DA = 0.1 AC / \ \ \ \ \ \ I TRACT D B, 4093, PG 7@4 THRU_78 _3 _ _ - _ _ _ _ _ -/ _ _ _ _ _ _ _ - a I 10 \ PIN 968-50-4492 000 - - - - - - \ V I \ \ STORM DISCHARGE #5 _ _ _ _ _ / M / 28 \ \ \ \ \ \ \ I ROADSIDE DITCH STA 10726 RTO STA 11166 R \ \ \ \ \\ \ \ I STORM DISCHARGE #6 DA - 0.5 AC Mh / STA 20950 R TO INCREMENTAL DA R INCREMENTAL DA = ROADSIDE DITCH - I / TOTAL DA = 2.8 AC 2 8 AC \ \ O.S Q10 - 1.6 CFS I" STA 20729 L TO STA 20950 L TOTAL DA = 5.7 AC O \ DA=1.7Ac - I I 9 _ INCREMENTAL DA = 0.2 AC \ \ \ \ \ \ I \ \ Q 10 = 5.3 CFS I TOTAL DA = 0.2 AC 44 I 29 -❑T E� C� CULVERT 20997 WILLS & \ \ \ \ \ I \ 34 / I ch DA = 16.5 AC w. PHIS \ \ V A / -- / �3 / STA 40023 RTO STA 40285 R 44 I I I f - - j - - - - NOW OR FORMERLY / / \ \ 03, PG, 183\ \ \ I I \ INCREMENTAL DA = 0.5 AC 1 / $ ❑LIVA MINTER 31-40-3548,0�0 TOTAL DA = 0.5 AC / / 4 A� ^D° 3a �a� ��o T 43 f I / �p I / / / / \ V I 30 C. -- ap8�0� STA 40023 L TO STA 40730 L F STA 20443 R TO STA 20950 R M I I I INCREMENTAL DA = 1.5 AC INCREMENTAL DA = 5.5 AC M EIP I I /69 I TOTAL DA - 1.6 AC I 42 TOTAL DA = 5.5 AC 31 I / M M M o I I 00 r "' M I LANDS\ STA 40730 L TO STA 40835 L >90 ko \ INCREMENTAL DA = 0.2 AC \ I T / L_ 4 / \ I I M TOTAL DA = 1.8 AC \ /`� - - ti / / x >13 I STORM DISCHARGE #4 I I - - 6 / / I \ 75.000 / / I N I \ \ STA 2REM L TO STA 20.1 L 4_ y - I- - - ��- / / \ I \ SPECIAL DITCH 02 INCREMENTAL DA = 0.1 AC 41 - - - - -! / DA - 0.6 AC -� � TOTAL DA = 0.1 AC I � � I 1 I � - - - � 1 I _ 32 SPECIAL DITCH 02 �'"`T 4 °S' ' - Q10 = 1.9 CFS \- I \ I M STA 20313 R TO STA 20443 R O INCREMENTAL DA = 0.2 AC /. • _ _ � � INCREMENTAL DA = 1.2 AC I I TOTAL DA = 0.6 AC • • - FORM DISCHARGE 3 TOTAL DA = 1.2 AC ly I15 MATTIE LEE 4LTREE /TIM❑THY ❑CLTR"EE y I _ / / �i ROADSIDE DITCH INCREMENTAL DA = 0.4 AC I {- WILL 9I- ' / / / S # STA 30031 R TO STA 30190 R ' / ► 11B, 3587, PG 297 \ / LOT # 1 A / / / TOTAL DA = 2.2 AC 40 / 1 / PC# C, PG. 71 / LOT #3-A / 5� DA = 2.2 AC I 33 1 PIN C6 FG 0-6286�000 MAP# 204-66 / 4 Q10=6.9CFS I I I I � / PIN 9�81-60-8242 000 STA 30700 R TO STA 30760 R INCREMENTAL DA = 0.1 AC ' ( STA 20288 R TO STA 20313 R 4 1 STA 10056 R TO STA 10727 R / TOTAL DA = 0.4 AC STA 30260 R TO STA 30700 R I I 4 INCREMENTAL DA = 0.3 AC INCREMENTAL DA = 2.3 AC INCREMENTAL DA = 0.3 AC _ I TOTAL DA = 1.5 AC I 1 3 TOTAL DA = 2.3 AC / TOTAL DA = 0.3 AC _ � . • I y 39 I 4 '� � -� --- --- I SPECIAL DITCH O1 \ ; \\ \\ II 308 3 S$ INCREMENTAL DA = 0.4 AC \' F y a I 1 TOTAL DA = 2.1 AC A STA 30023 LTO STA 30700 L F INCREMENTAL DA = 1.5 AIC00 ,� \ TOTAL DA = 1.5 AC / CULVERT 20288 DA- 1.8AC l 1 - / STA 20263 R TO STA 20288 R I STA 10055 L TO STA 10600 L i CP - / % \ / \ 5 / INCREMENTAL DA = 0.3 AC 2 INCREMENTAL DA = 0.5 AC / I *STORM DISCHARGE LOCATIONS SHOW WHERE THE \ \ STA 30700 L TO STA 30800 L TOTAL DA = 0.3 AC / TOTAL DA = 0.5 AC 4 \ INCREMENTAL DA = 0.2 AC 54 I / I I PROPOSED CONSTRUCTED DRAINAGE SYSTEM SIE E\RS TOTAL DA = 1.7 AC I 37 DISCHARGES TO THE EXISTING DRAINAGE SYSTEM OR vv \ �4 N I// / / / I \ \ \ v % \ /� NATURAL DRAINAGEWAY. THE LOCATIONS ACCOUNT cHucKJ- EE M E❑D / / I \ \ \ \ RBS - - 1 EASEMNT 30' X 3U' I I I FOR POINT DISCHARGES ONLY (NOT SHEET FLOW)* ALLT/ELL /\\\ CD2�334, P / STORM DISCHARGE #2 \ EX IBIT "A" C' 898 / G ❑RGE �W❑M Ck SPECIAL DITCH 01 / _ A _ I PIIV/9680_44 7813 000 VELD �/ STA 20055 LTO STA 20241 L D, BIT PG 559 I i\ \ �� Lr \~ 3 ❑6 APW❑M DA = 2. 1 AC T❑MAS R �IARTINE INCREMENTAL DA = 0.3 AC W y _ _ 3653 1 / I \ �/ � PUBI❑ & TOTAL DA = 0.3 AC KNILiH 366 LE G 8 3 Y PIN 9180 9 9` Q10 = 6.0 CFS LkICY NALL4Y I 04c g9V I \ o� I / / / / - B, 3�63 P 1g AP/# 2001-783 97�5 I R / - _o \ _ o I Z F l / P4 968 5 � 0 1 �� / - _ o Riw _ _ E / / 3zQ� r 9 / / IC�6g�,A I I I I I / l 11� / FZ�� ` / i STA 20060 RTO STA 20263 R 1� / I \ P�N / A- - - - -I- -_ _ _ / / / RE -GRADED KNIGHT ROAD DITCH / CULVERT 20056 TOTAL INCREMENTAL IDAAC 1.3 AC UPSTREAM OF CULVERT 10056 / INCREMENTAL .1 = 0.1 AC I I I DA = 4.5 AC TOTAL DA = 0.1 AC RE -GRADED KNIGHT ROAD DITCH / I �' f'7 - / / / / UPSTREAM OF CULVERT 20056 CULVERT 10056 INCREMENTAL DA = 0.3 AC DA = / 1 / STORM DISCHARGE AC HARGE #1 TOTAL DA 3.2AC / 2.4 AC 1 I 120 0 60 120 240 Q10=11.6CFS v� / SCALE: 1" = 120' .J THOMAS ENGINEERING, INC. CIVIL ENGINEERING & PLANNING 143 Charlotte Avenue, Suite 104 Sanford, North Carolina 27330 (919)777-6010 phone www.jthomasengineering.com license no. C-3389 PROFESSIONAL ENGINEER'S SEAL �Q QZ w W Z OJ oc � Q z W U z oc Q Q Q Q oC o CL J � V O a J H W z a W 0 i O cn 0WLUz Q � w 0 o� < Q zo z Q L�.�U/ O I..L p� Z Q v Q � W � H w Q _ W =Z z LU 0 Q li Z Q REVISIONS 13 JUN 2022: PER COMMENTS RECEIVED IN 1ST SUBMITTAL TO REGULATORY AGENCIES. AGENCY REVIEW ONLY Scale: Drawn by: SEE SCALE BAR JRT Sheet: Designed by: JRT 1 1 Reviewed by: J RT of Project Number: Date: 21-002 30 MAR 2022