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Home My WebLink AboutSW3240704_Plansheet - Other_20241029 (2) Docusign Envelope ID:CO2793E2-4D8F-428C-BD4D-85OE67A6B587 EROSION CONTROL NOTES \/ /j � � � � � � � � � � / EROSION CONTROL 10 THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): / � /� J � � �� / / LEGEND RE: SHEET C3.1 FOR OBT2. SSEETAIN UP ON-SITE PRE-CONSTRUCTION O ONTROL PLAN CONFERENCEAPPROVAL WIFROM TOWN OWN OF WEDDINGTON N ON MATTING DESCRIPTION PLAN SYMBOL - _ INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH \ / d ( � /�� \ TYPE. CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF _ / �� V �A SEDIMENT FENCE CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT TO FINE. 3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE _ - - _ CLEARING LIMITS CL PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS. CLEAR THE SITE ONLY AS - - - - \ A- - - - - _ v I � I _ s�M C �A \ 3:1 SIDE NECESSARY TO INSTALL THESE DEVICES. �M� _s�I A \ TEMPORARY DIVERSIONS TDB 4. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION \� _ _ - _ �� _s-VM �' \ � V A \ 5:1 SIDE SLOPES CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL �M -�-Vw V A V A SLOPES �- MEASURES. AO\ V A\ �� \ V A VA \ \ V / \ PERMANENT DIVERSIONS PDT 5. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. \V 6 CONCOOTROL MEASTE UTH RES. EROSION DISTURBED AREAS SOHALL BR TO SUFFICIENTLY SOTABILIOZEION D WITH V A \ �� \ \ / V �\ \ \� V A \ DIVERSION DIKE (PERIMETER) D VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS SHALL REMAIN IN PLACE \ V A�� V A 7436, QQ �/ � \ � � � UNTIL APPROVED BY INSPECTOR TO BE REMOVED. A A V A \\ V A D.B. Pg. �� - - - - - /� ( V A \ \ V A v \ \V A - TYPICAL DIVERSION DITCH GRASS-LINED CHANNELS GL 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE V A , \ \ V \\ N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND \ V A AA\ VA25 R/W - - - _ �� V A \ \ V� A\ NOT TO SCALE z 8. ON-SITE SQITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE r \ \ \ �� V �� A �� - RIPRAP-LINED CHANNELS RR ZONING ADMINISTRATOR. z \ 9. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE \ V A - - V �� - �� \ \ - _ �� w \ COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. \ \\�� E tri �i�� - - - - �� 1 A %- - - - - - - _ - -_ oHu 10. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A �o�u o�� o o � - oHu - Hu - oHu 6Hu oHu o u�� 04 OHu V� OHu oHu A OHu / oHu oHu bHu o u ow o�u Hu - - o�r - u� oHu_ PAVED CHANNELS P // _ ° _ U, R - -� - r 9 VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND SUBJECT TO A FINE. - 1 1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR \V A �� - - __ - _ - U - - - _ t SUBSURFACE DRAIN SD PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY N EVEN WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH \ V v A V v A V A \ \ \ V v A \ \ V A GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS \ V A V A \ V A v \ \ \ \ \ \ \ \ SURFACE ROUGHENING FROM THE LAST LAND-DISTURBING ACTIVITY. A \ v \ A A \ \ \ \ \\ \ \ \ \ \ \ \ \ v �� 12. ADDITIONAL MEASURES TO EROSION CONTROL AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF TOWN OF WEDDINGTON. \ \ V A V A \ V \ V A \ V Ao V A V A \ \ A \ \ \ \ TOP SOILING 13. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAT 10' v V A A\ v A \ \ \ \ \ A A \V A A V A �\ REQUIRE ADEQUATE TERRACING. 14. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT \\ A V A AA \ \\ \\ \ \ V \A \ TREE PROTECTION WAS NOT PREVIOUSLY APPROVED. 0 15. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN STOCKPILES TO \ V A V \ \ \ \ PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS TO REMOVE EXCESS TOPSOIL \ \ V A \ \ \\ \ V A A \ V A \ / \ \ V A \ V A \ \ � \ � � � � A \3 TEMPORARY GRAVEL CONSTRUCTION \ FROM SITE AT END OF CONSTRUCTION. v V A \ / A V A V A \ \ \ 16. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. \ A \ A V A \ V A A A A V A V ( PROPOSED RIP-RAP A \ ENTRANCE/EXIT 17. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL v \ V A \ \ \ V A o\ \ V A V A V A V A \ / OUTLET PROTECTION \ ass A V V A \ \ V A A V A A \ V A V 12 Wx10 Lxl6 W STABILIZATION. a 18. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL BLANKET AND A \ V A \ \ \ \ \ V A \ V A V A TH = 14" \ TEMPORARY SEEDING TS GRASSED BY HYDROSEED METHOD. A \ \ \ \ \\ \ V A \ \ \ \ \ \ \\ \ V A \ V A \ D50 = 6" Dmax = 9" 15 \ \ \ \ A A \ \ \ \ \\ \ \ \ \ \ O V \ V A \ \ V A \ \ \ V A \ \ \ PERMANENT SEEDING EXTEND RIPRAP ±12 P$ UP THE CHANNEL, 15 LINE FULL PERIMETER. � - - - -655 z V A V \ V A \ \ V A V A A �� SODDING \ � \ � \ � \ v i V A A\ \ V A V A \ �\ V A \ \ \ /0 � CS�CH NN L F OW/ Q ' \ y o • \ \A / A \ v \ s v A\\ \\V v V A v\v \A \\\ \V \A \\\ \ \ \A\ \ V A V \A \V \A \V A \V \A A \ \1� 9 84 \ MULCHING % �� M NO. REVISIONS BY 4 S: � .36-0MIN DATE \ \ \ \ \ \ \ \ V A / RIPRAP \ \ \ \ SWALE 02 y \ RR _ 0� oA s�� . ��0 ,. 9 .•••......CHECK DAM Z1 4 SCS SHEET FLOW THOMAs .° A \ A A e "6 � A � \ V\ j \ \ L. ._ r ... _ 13HUTTONL 70.4 SEAL ENGINEERING S /10.51%/ DRAINAGE AREA I U Co.050698 0.92 AC. (FOR -087T/t. 8.0 M1N. 10/28/2024 No. F SWALE # AND # : � � _ TOC: 10.3 MIN \ \ \ \ SCS CPiANNEL LO v v A \ \ \ v co V - - \ �'��U\ V ��'• FiV E�• ' ..� �., >c •......• SWALE 01 A \ \ \ \ V A V A / V �4 q GINE �'�� p�� 4jf OF AU�� \L: 5 2 0.� \ V O A \ V A V` V A \ V1-1 TC\2.2 MIN. / /\ / / f \ �v � � \ \ \ o I I � /vim � I ,/v� �� THD�AS / // / / / /� z V v v v vv v \\ o / / /i / / � � , & O ROCK CHECK DAM (TYP.) / / / - V A V / // \i HUTTON / INSTALL CONSTRUCTION ENTRANCE L. / /� l \/�i� v LOD - - - A / / / / \ / x LOD / V / / / / V VA 1020 Euclid Avenue -695 - - - 7- - i x X / i Charlotte,NC 28203 980.201.5505 / SCS S1�EE FLOW � 1 � � / / A � � I i � i _ - - - - , / / / / / / X / / - - www.thomasandhutton.com L:�71 � y4_ - - - S 10.5 4 X - - - - - - - - - -Tt: 9.4 MIN � OVERALL EROSION CONTROL PLAN ID DRAINAGE AREA 2 e / / i - - - - - - 0.35 AC. (FOR v �/ / � o , , , /� ��Q HIDDEN ESTATES SWALE #3) �� / i / TOC: 11.0 MIN 0 X X X L0D �° INSTALL CONCRETE WASHOUT F0- � � �� - - - - - - - - - - - - SWALE 03 / \ �v / / / v � � SCS CHAIN FLU \ / / - - - - - - - - = - - A / \ \ / / / SILT FENCE (TYP.) v L�4.0 � - v a a �� PROJECT LOCATION: - - - - - -L _ - / moo° �� 6�� o / �� WEDDINGTON, INC J V - � - - - - - - - - - - _ _ �� i� 5� Tt: 1.6MIN. o SILT FENCE OUTLET (TYP.) LIMITS OF DISTURBANCE (TYP.) � I o v - - - _ / A -� - _ � U , _ - __ _� _ _ __ _� - % ' �L� CLIENT/OWNER: - _ �/ / A VELD v - - - - - X � � - p �ti ��_67i o - PROPOSED RIP-RAP ENCOMPASS BUILDING GROUP - _ \ \ V A �` ��s�3 - s�2_ - _ - - - - v OUTLET PROTECTION ♦ 1016 WAXHAW/INDIAN TRAIL RD. R/w - - - - - - - U R1 INDIAN TRAIL, INC 28104 R/w � _ _ � � � � � � L� � - - - L00 � � v \ / D50x106Lx12 W � � 843-540-3025 R/w - A A V\ TH = 14" Dmax = 9" _ PROPOSED RIP-RAP V / OUTLET PROTECTION /w 5'WxIO'Lxl2'W \ R/w TH = 14" Beulah R/w � � D5o = 6" \ � /� R/W R _ Dmax = g�� V� - U r W R/w \ '� 30 O 15 30 0 a \ GRAPHIC SCALE: SR 341 I INCH = 30FEET PKRCEL� 0009D038 OWNERS; AN TODIO AND � TSIPMID E A I� L�� ' � DATUM: HORIZ.: NC83F VERT.: NC83F 0K00004 '� PARCEL'. 0000DO30 P KRCEL� 000900� JOB No: 295s9.0000 OWDIERS' E S D E E R G D K R D E L o D K DATE: 10/14/24 OR BRODKDIER OOIRERD� AND AND OWNERS KEG rK D° U U TS OF D STU R BAR C U o 1 . 24 ACRES DRAWN: KSC AND T O E KWLIDE D �� REVIEWED: MSK EC1 * 0 7 APPROVED: NEW SCALE: 1" = 30'