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SW6240101_Plansheet - Grading/Drainage Plan_20240724 (2)
Docusign Envelope ID:2FCOE2D4-OF5C-4CCC-A7E9-AD36A543EFE3 /G J DEVELOPMENT, L C \ \ \ \ \ \ \\ — — —� --7-- — — — I 1 \ \ \ \ _ 0`444 LLJ :J z I 0528-67-2363.DO \ // � / // / / / // / / � � \ \\ ��\\ \ \ \ \\\\\ �\ \ \ � — — -��__ � �— — — — 'x'' � � � T 1 \ � // \ \\ \\\ \\ \ � i•_ •° �` /I B. 4093, PG. 87 I \ \ I 1 / l // \ \ \\ \ \ \\\/ \\ � � - - - - - ��� � ' - - _ _ \ _ \ 1 �i�/ '•. :v,9` s'� MAP12013-367 — — — — — \ \ \ /\ — _ - - - / TORE DEVELOPMENTa I / / / / / 1 / / / / \ \ \ \ �" _ _ _ \ \ \ \ \ \\ (EDISONACRES) 1 \ \ / / l / / / 1/ � � // / /\ \ \ \ \ \ \ /�\ \ \\ - - - - - -/ - - - _ _ _ — � _ - - - �� / ' - -` \ CT 1 \ \ \ \ \ \ \\�� 0' V li o _KER� CR K ,� / / \ \ / \ \ \ � _ _ - -� , -- - - - -_ - - - - - - - - - \ 1 I � � \ THE W EVELYN E MOORE l ( I \ \ \ \ \ _ _ — I / \ \ \ (0 l �IN 0528-76-1765.000 \ / 1 / // // / 1 \ / / / / / \ \ / \\ \\\ — — — i i __ _— — — — — \ I l` \ \ \ \ \\\ \\ \ 0 \ . G�\w ACT W rn 620, PG. 408 k / / / / \ \ / — _ F u r v (tWUREDEVELOPMENT) \ ( �/ I / � � / / / / \\ \ �\ \ \ \\ � ------�� — _ _ — _ _�� � ` I / \ \ \ \ \ \\\\\ \ Q�°� C) 3 \\ \ // \\ \ \ / \ \ / / / / / \ \\\ \ \� �— f /� /� \\ \\ — � \ \ \ / / /rA RV$ \ \ \\\ ram °�� (D Z \ C JO�EPH M CAM BELL \ \ 1 \�/ / / / / \ \ — \ \ \ \ \ \ \ \\ \ \ \ \\ \ 11V o P D.6.519806- o000 / \ \\ \ 1 / \ / / / • / / \ \ \ 0 /(FUTbgFEELOPMENTj \ \ \ \ ��� \_ - - � 89\1 4'. J0SEPH M CAMPB L \ \ \ \ 0528-76-3547. 00 .B. 1707 PG. 76 I I \ (FU\RE DEVELOP, T) / \ \ \ \ /\ / / / / — \ \ \ \ / \ \ \ \ \ \ \ \ \\ P 2+99.43 I \ 1 MP. SILL \\ // / \ — — — A SHOWN/ MARY AN CAMPBhL \ �\ . .- f RY SKIMME SIN 9 VG BAFFLES o 00 60 I I 5s / D. .-1.2AC. / / \ — \ 1 / / \\ \ / / // 27 RIVER FAR ERM , LLC \\ \\ \\ \\ \\� \\ \ 02\ / 0528-7 -4427.00p \ / TOTA RAINAGE/AREA=5.3 \ — / \ / \ \ \ V I I I \ q\ 1 B. 1048, PG. 149 \ >C Q10=(O ) 7. N/HR)(5.3sCC 11.6C� PIN e-&3r89L2000 \ \\ \\ \\\\ u SAC I I iti9c (FU E DEV OPMENT) \ / VOL. RE 'D 7\800CF#C*(1.2A l60CF / \ / � \ � 1 I / / �� / / D.B. 3840, PG. 889\ 0 IA C SURF AREA EQ'D=32 CFS 1.6CFS)=3770SF / / \\ \ \ \ — 1 I / / / (FUTURE DEVELOPMENT) --TOP L=90', TOP�45%D=2' 2:1 SIDE SLOPE � DAY STABILIZATION TIME / \ I / / / — \ \ \ \ \\ � - \DORA 6ALLEN-53 FRAME TYPI� / / \ 1 I I / APPROXIMATE LLJ \ \ '�'' ` '�' '•'•' • / PIN 0528-76-5309.000 SURFA �iREA PROVIDED=4 OSF \ / / � � _ \ I �/ // \� � \\ \\ \ � \\\\\ z � v D.B. 620, PG. 414 /_ — _ \ _ \ --V9C/PROVIDED=7063CF \ — — / \ _ 1 I I I ( ( / \ \ \ \ \ � o 61 I I 22 I FUTURE D V�ELOPMENT)-- WAR WIDTH=4' / — / \ I I I P 0 N D /// —\ \ \\ \\ \ \ z C) 0 O I I 1 \ /SKIMMER SIZE: 1.5" / y\ I I I I I / \ \ \ \ > - / SKIMMER ORIFICE,(�METER=1.0" w o 0 TEMP. SILT FENCE \ } \\ / DEWAT�RIN ME: 2.6 DAYS \ / \\ I I \ I I / / / \ \\ \ \ \ \ \ � r- o _ N a I AS SHOWN \ / �`�� —Sl E NOTE @ TSB#1 INSTALL EXCELIOR WOOD MM�TING IN \ / \\ _ I \ I 1 \ \ _ _ \\ \ \ \ \ \ z - O J V V /\ FLOW PATHPF RUNOFF IMMED1IATELY // \ I \ \ I \ __ // __ \ \ \ \ \ z0 0� J J Z z 1 I AFTER B�SIN REMOVAL \ \ — / / \ \ \ w w w MC_ �7 RIVER FARMS, LLC \ \/ \ \ I \ / \ � z I PI 052�-I -6311.000 / / \ 48 I \ \ \ / \ \ \ \ \ \ v7 a � c \ 41J3 PG. 400 / O v Q , z 62 \ I 57 (FUTUR o \ \ \/ Ln Ln � I / �` JAMES E CAMPBELL // \ \ 47 \ 1 \ \ — _PG. 412 — — — =_— — / \\ \ \\ \\ Lu � � I 56 PI 05B20,6-724. 00 / I \ �\ - - - - _ 'I "' o OO E DEVELOPMENT / \ \ \ I \ \ \ —` _ _ _ ' \ \ \ \ \ ,, 0O " O O 2 LLJ o \ / (38 _ o m Q > O Q Q x NVw2e.50 —� Qom. 55 /'\`\` 1` 46 \\ \ - - � � � 1 \ p \ / �� o \ V UNNIE ICAGENELL WOODS & \ \ \ \ \ /3] \ \\ z =) O cy 0528-76-7196.0001\ \ O O o O O 1.7T.AC / \ \ \ �\ \ 1925 PG. 45 Q10=6.1 CF / \ `\ o� (FKU pEVELOPMENT) ---'" \ O 1 \ \\ _ _ _ _ \ --I 1 \ 1 \ Lu II \ \ 54 \ \ N o o 0 0 � z z TEMP. SILT F NCE \ \\ I 1 \ N N o N N N o U P 49 \ AS SHOWN 1 \ I (40 \ > �_ c / \ \ \ (4� -� / 3 12 \\ \ O 2.oac 19 \ 1 I \ 1 \ O I N CO v Q10=7.2CFS \ A 20 \ - - - - - �— I / / J \ o 0 0 O O N /39 (36 / I 14 2sac II \ O 4.6T.AC \ o \ \ Q \ 1 - TEMP. SILT FEN \\ I \ \\ AS SHOWN X�o v \ \ \ \ 1 0 / 1.OACED Q10=3.6CFS � � � / / / / I a, d \ \ \ \ 50 0 ` / _ � � (35 \ W \ \ \ h \ O 1 1.1AC \ / + \ i 5 4.9T.AC o I I o 15 27 ERtFMS, LLC Q10=17.6CFS I + N 0NEW 18 \ I N V=230. \ \ EMAIOF / 20.7AC 11 \ I _ _ PI 0528- 8919.000 �— I--I ° \ INV=236.50 \ Ci \ \ \ — 1.4T.A NEW 18" / - � D.B. 3840 PG. 889 v TEMP. Sl �E lCE / \ \ \ `\\ e o - . — �-D— — — O IN _00— —��— — 13 — — — / TORE DEI JPMENT)// / / 1 3�F ' / / LL n AS I � s 2 ' X 25 5 3' 1 �� 16 \ \ ) �' �- °° o N M M / �� 16 — � \ � � FUTURE i \� EIS W / w . _ _ / � o / —x �� \ , // z ?? ¢�� J // TEMP. SILT FENCE 12 — — — NEW �\ A (2 PHASE 135g AS SHOWN 14 INV=23 ;00 \ ✓ / / V \57 \ / (33/ (� z ` AS SHOWN ENCE ` / \ W o(29 w 0 U P \i // / TEMP. SILT FENCE '� -- Z . ::• •.:.,. �� � \ � / / � a ai w / / / / AS SHOWN v :'' ?:`::'::;': \ \ / _ � a w 20 21 22 / 23 24 25 ':' ;.:';:: ':;::::'':::.\` / \ \ / / o J E \ / 0 CO \ I (30 L1 o• w / z EIS LLJ LOIS MARIE SMITH E — — / PIN 0528-75-2055.000 D.B. 093E, PG. 166 / is BETTY ANN JOHNSON `( ) PIN 0528-64-7550.000 S S / Y�\ D.B. 1352, PG. 807 // J J / / I J c// I v TEMPO♦�ARY SKIMM BASIN 10 BAFFLES \ F R / �./ DTOTA 4/DRAINAGE AR =10.5AC. \\ U P // PVC v 5 V _ _ _ — — Q10A(0.3)(7.31N/HR 10.5AC.)= -OC / I — — — — — — — V RE"D=1,800CFF� C*(4.4AC)=792 F � _ _ _ 13URFACE AREA REQ'D�325SF/CFS*(23.0 FS)=7475SF / TOP L=120', TOP W=6 ' D=2' \ / l _/ LJJ LJ__I N (2:1 SIDE SLOPES - NAY STABILIZATION TIMF_ \ \ \\ EIS / ( I"► J o E FRAME TYP) \ \ J / `J r\ — — _ — — — — — — — SURFACE AREA PROVIDED=7 OOSF \ \ \ _ _ — _ O r , `" ° VIVAN M DOLLIFF & VOL. PROVIDED=1 4163CF \ I _ _ _ � v o MICHAEL EARL NORTON WEIR WIDTH=4' 1 \ J U P PIN 0528-84-0899.000 SKIMMER SIZE: 1.5" �/ / < D.B. 3039, PG. 310 SKIMMER ORIFICE DIAMETER=1.5� \ / // o �p / I DEWATERING TIME: 4.3 DAYS / SEE NOTE @ TSB#1 J > / / � O O o �ISTAL•L EX -40-IR WQOD MAASTING IN / / 0 U FLOW PATH OF RUNOFF IMMEDIATELY / �) __ _ _ o AFTER BASIN REMOVAL / `/ 2 _ /__ ( 1"� z LLJ v '1 �J a, `�rA� CAI �/ // z O w o75 Iv`� _ _ OC NC'N 5�R--� � R PHIC SCALE 0 00 T I I - / 80 �0 40 80 160 320 A i n/ a i (� LL w U) w V7 J OV / TN FEET ) � O Q incli 80 z 0 w