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Home My WebLink AboutNCC222468_Site Plan or Location Map_20220711Sheet Index i-485 CONTACT INFORMATION Sheet Sheet Name Number OWNER / DEVELOPER: PID# 07099010B & 07099010 C-1.0 Cover Sheet GATEWAY STALLINGS, LLC C-1.1 Submittal Table CONTACT: DAVE RANSENBERG C-1.2 General Notes sTEV ADDRESS: 6701 CARMEL ROAD #118 CHARLOTTE, NC 28226 Vii1lows at Stallin s C-1.3 General Notes U R B A N Rp PHONE: 704-752-8550 9 C-2.0 Existing Conditions EMAIL: DAVE@GATECOMLLC.COM C-2.1 Demolition Plan D E S I G N CIVIL ENGINEER &LANDSCAPE ARCHITECT: Erosion Controland Plan C-3.0 Overall Site Plan PARTNERS SITE � URBAN DESIGN PARTNERS C-3.1 Site Plan Enlargement 1213 w morehead st ste 450 CONTACT: BRIAN D. SMITH, P.E. charlotte, nc 28208 �P ADDRESS: 1318-E6 CENTRAL AVENUE C-3.2 Site Plan Enlargement CHARLOTTE, NC 28205 C-3.3 Site Plan Enlargement urbandesignpartners. com PHONE: 704-334-3303 2816 Stevens Mill Rd,Stallings, North aroIina 28104 ncfirmno:P-0418 sccoano:C-03044 C-3.4 Paving Plan EMAIL: BRIAN@URBANDESIGNPARTNERS.COM C-3.5 Building Elevations �\\\IIIIIIIIII/// PIN: 070 990 10 & 070 990 1OB C-3.6 Building Elevations �• N BAR VICINITY MAP aD C-3.7 Building Elevations ;'�� of Ess�o%.ti GENERAL NOTES: / Michael Thomas Hems C-4.0 Overall Grading Plan L PIN: 07099009 DB ONE: Pg 1 C-4.1 Grading Plan Enlargement _ ZONE: MU-1 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NORTH CAROLINA (Town of Stallings) (Union County) C-4.2 Grading Plan Enlargement DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. -ss_ '.,'Q�' ^!GINE�' ALL "SLDSM" LABELS REFER TO THE TOWN OF STALLINGS LAND DEVELOPMENT STANDARDS. ALL "UCPW" �' C-4.3 Grading Plan Enlargement �'%'9/�/ 5�.``� LABELS REFER TO THE UNION COUNTY PUBLIC WORKS STANDARD DETAILS. _ ass- 'DIiII\\\\`� C-4.4 Roadway Profile - Joanie Way 2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED TO THE NORTH CAROLINA- DEPARTMENT OF TRANSPORTATION STANDARDS IN ORDER TO BE DEDICATED PUBLIC RIGHT OF WAYS. \ _ _ -/ - C-4.5 Roadway Profile - Eloise Way 05.20.2022 3. ALL CURBS SHALL HAVE A 5' RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED. ALL R/W \ c Leslie Ann Helms ___ - _ C-4.6 Roadway Profile - Raya Court 0 - : \ -_�_- J SHALL HAVE A 20' RADIUS UNLESS OTHERWISE NOTED. PIN07099009A ss Ronald K. Beaver DB 7042 Pg 660 Debra P. Beaver yo ZONE. MU-1 - --�_ C-4.7 Roadway Profile - Marni Court J 4. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION. PIN: 0709902J a�. (Town of Stallings) / __ No Deed Reference Found - (Union County) I C-5.0 Overall Storm Drainage Plan Lot 2 \ 5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY BE MADE BY THE Plot Cabinet B, File 385-A C-5.1 Storm Drainage Plan Enlargement NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT). ZONE: SFR-1 g g (Town of Stallings) / 0 \ O Peggy Drye Surrott r (Union County) a \ I P/N: 0709900J C-5.2 Storm Drainage Plan Enlargement - LU 6. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF WAY REQUIRE O DB 127 P 316 - ENCROACHMENT AGREEMENT WITH THE TOWN OF STALLINGS BEFORE INSTALLATION. CONTRACTOR \ ZONE: MU-1 cz SHALL BE RESPONSIBLE FOR OBTAINING AND AND ALL ENCROACHMENT AGREEMENTS. .°® Ix POgN/F ' '• \ I (town of Stallings) C-5.3 Storm Drainage Plan Enlargement }, (n N P�e�/cCe�/c oqy \ \ (Union County) C-5.4 Storm Drainage Tables � 7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH of 3600 P.S.I. AT 28 DAYS AND Mq/NTw >> U SHALL COMPLY WITH SECTION 1000 OF THE NCDOT STANDARD SPECIFICATIONS. q/NFp ' E'P C-5.5 Storm Drainage Area Plan (z z 8. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH BUILDING 4 , �. C-5.6 BMP Drainage Area Plan' MEETS A.S.T.M. SPECIFICATIONS C-309, TYPE 1, APPLIED AT ONE GALLON TO 400 SF WITHIN 24 1 "' N U -0HOURS OF PLACEMENT OF CONCRETE. / (TYPE 2(M)) Lewis M. Starnes ®®® ® C-5.7 BMP 1 Plan &Details cz PID: 21509404 / � � •O ®® ' o DB 322 Pg 708 ° ®® 9. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS ZONE: SFR-1 / /� ®® *� BUILDING 5 C-5.8 BMP 2 Plan & Details 0 � U AFTER CONSTRUCTION TO PREVENT EROSION. (Town of Stallings) / (Union County) / , (TYPE 1) \ C-6.0 Overall Utility Plan 10. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, it CONSTRUCTION MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE of / / / ®® °® � ' C-6.1 Sanitary Sewer Plan Enlargement mo BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOW I ° OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. �' /� / d a ® . ... C-6.2 Sanitary Sewer Plan Enlargement6 r 11. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL I �i` /; C-6.3 Sanitary Sewer Plan Enlargement rn IMMEDIATELY AFTER THE PIPE IS LAID. I cu ' 1 a `q C-6.4 Sanitary Sewer Plan Enlargement o 12. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE SR 1524) J O � !I Phillip David Drye Heirs 2533 Stevens Mill Rd, LLC D / WITH THE STANDARD PROCTER TEST. PID: 21512109 VENS MIjg4 LPG sal D - / Q Z. PIN: 07099002 C-6.5 Water Distribution Plan Enlargement O DB 18423 Pg 489 I STE p8 MAINTAINmrH ®®® v Q CLUBHOUSE / ®: DB D128 Pg 381 06 ZONE. R-15 DOT 45 Q v �' � ZONE: MU-2 13. ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE COUNTY. W Nc �IMir ®..• m BUILDING 6 ®�w C-6.6 UtilityPlan Cross Sections Town of Matthews R/ ED �.::' E- (Town of Stallings) (Mecklenburg County) EX157 DLL)'-' g1D SPE I BUILDING 3 ® / •��0- V / �0� \ \ - (TYPE 1) 4 (Union County) - O 14. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING I I EK 194, P a' (TYPE 2) , / / DODO m C-7.0 Overall Erosion Control Phase 1 O STREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND 4 / u C-7.1 Erosion Control - Phase 1 Enlargement rn FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE WORK AREA TRAFFIC I I ^°°'� : g d7 CONTROL HANDBOOK (W.A.T.C.H.). ®® �% o C-7.2 Erosion Control -Phase 1 Enlargement o -� .. .:; BUILDING 2 - � aoaaoaaoa 7 ° o ` i 15. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND SHALL BE FOUR (4) (TYPE 2(M)) ®; oo - Erosion Control - Phase 1 Enlargement O INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE, EXCEPT WHERE A SIDEWALK CROSSES C 7.3 a ' . A DRIVEWAY IT SHALL BE SIX (6) INCHES THICK. s ' C-7.4 Overall Erosion Control - Phase 2 BUILDING 1 1 ' • : � : � ' � • • '. � �" MARNI COURT • ~. � 4-1 a 16. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH I (TYPE 2) PUBLIC ROW C-7.5 Erosion Control - Phase 2 Enlargement � THE STANDARD PROCTER TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT / *:: - PUBLICLY MAINTAINED BROOM FINISHED AND CURED WITH AN ACCEPTABLE CURING COMPOUND. TOOLED JOINTS SHALL BE I ®®' -* --* -- -*- C-7•6 Erosion Control - Phase 2 Enlargement U) PROVIDED AT AN INTERVAL NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS AT INTERVALS NOT �` ' E a) oo MORE THAN 45 FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4" PER FOOT. Mich el D. Hartis C-7.7 Erosion Control - Phase 2 Enlargement cV Teresa aeS. Hortis f , BUILDING 8 BUILDING 7 ® �+E 0 17. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE P/D: 27509404 x / (TYPE 1) (TYPE 2(M)) ®� C-7.8 Overall Erosion Control - Phase 3 z ADJACENT ROADWAY. THE SIDEWALK SHALL BE NO LESS THAN SIX 6 INCHES OR MORE THAN 18 DB NE: - 012 • _ :® ( ) ZONE: R-15 _ cz INCHES ABOVE THE ROADWAY CROWN, EXCEPT THAT THE CROSSWALK ELEVATIONS SHALL BE PROPERLY (Town of Matthews) / - , . .... ° „„ - r I n n r ase n men . C 7 9 E os'o Co t of Ph 3 E large t RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB. (Mecklenburg county) I 111 11 16VU .. e C-7.10 Erosion Control - Phase 3 Enlargement O 18. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK I �� . - �� cz COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE C-7.11 Erosion Control -Phase 3 Enlargement ^�,, INSPECTOR BASED ON FIELD CONDITIONS. C-7.12 Tree Protection Plan W 19. UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT \ _ > >, � ` � . QJ � � ' _ / ,� � 1 C-7.13 Existing Vegetation Aerial PROPERTY LINES WHICH ARE NOT LESS THAN 75 DEGREES AND, TO THE EXTENT POSSIBLE, PATHS \ - _ - ,^\ - \ 0 CLEARED FOR SUCH UTILITY LINES SHALL BE REPLANTED WITH PLANT MATERIALS FROM THE \ J� �� BAPS char/atte,6 LLC � � � ,�--�� - ) � C-8.0 Development Agreement Exhibits ORDINANCES APPROVED PLANT LIST. PID: 2150946Q. 20. NO BUILDINGS, PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER LDt86,MB 2s P6293 ------ J _ �/ \ ----- - _ ZONE. /-1(CDJ I ------ \ � m C-8 1 Development Agreement Exhibits � � AREAS. (Town of Matthews) - - _ _ _ _ _ _ - - - - - `�� C-8.2 Site Specifications & Details (Mecklenburg County) // 21. THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE / 0 7__+ C-8•3 Site Specifications & Details SIGNIFICANT VEGETATION EXISTS. THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT / Gateway Stallings, ttc \ L-=-_ ■ � (0 NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF THIS SECTION. �� PIN: 07099070a _ C-8.4 Site Specifications & Details O r DB 7523 Pg 726 n 22. UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION I Char/es Martin Boger (union county) / C-8•5 Site Specifications & Details v, U � SHALL BE MADE IN THE FIELD. / PIN: 07099011D01 \� \ DB 7362 Pg 336 ^ Lot 5 - C-8.6 Site Specifications & Details 23. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED I Plat Cabinet E, File 555 �� NECESSARY BY THE INSPECTOR. / Condo ZONE. 1 PCZ748 �\ - I- I- I- I- SMB of Greenville ,,, LLG C-8.7 Storm Details (Union County) PIN: 07102033E�� A - W W W W 24. "AS -BUILT" DRAWINGS AND PLANS of THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, g DB 3952 P 318 \ \\ \ C-8.8 Storm Details 2 2 2 2 MUST BE SUBMITTED TO THE TOWN OF STALLINGS ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE " P/at cabinet File 329 O O O O F -sPc Holdings TOWN'S POST CONSTRUCTION ORDINANCE. ZONE: MU-2 PIN: 07099001D Y �� , LLC C-8 9 Utility Details z -Z O O O O --O O O O (Town of Stallings) � �- W Z W W W W DB 7318 Pg 547 p W 0 0 0 0 (Union County) ZONE: MU-2 C-8.10 Utility Details 2 25. CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY TOWN / \ 2 O O O O ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD Town of Stallings) U 0 Z Z Z Z CONDITIONS. / (Union County) C-8.11 Utility Details J° 0 0 0 0 I SMB of Greenville ll, LLC U) P/N: 07702033F C-8.12 Erosion Control Details U) 06 U U U U 26. THE PURPOSE OF THE STORM DRAINAGE EASEMENT SIDE IS TO PROVIDE STORM WATER CONVEYANCE McGee Corporation C3 W C3 C3 C3 (3 PIN: 07702033 90 DB 3952 Pg 378 Z Z Z Z Z AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. / Lots C-8.13 Erosion Control Details z _J J J J No Deed Reference Found Plat Cabinet E, File 329 0 Back DB 340 Pg 415 ZONE: MU-2 Q U) (Union County) Q Q Q Q ZONE : Ll-CZ U 27. ALL ROAD IMPROVEMENTS ON STEVENS MILL ROAD ARE TO BE COORDINATED WITH NCDOT AND THE (town of Stallings) C-8.14 Erosion Control Details U) z U) U) U) U) TOWN OF STALLINGS PRIOR TO CONSTRUCTION. / (union county) LU w w w w w w \ C-8.15 Erosion Control Details a a a a a a 28. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES \ McGee Corporation WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED P/N: 07102033 80 \ / C-9.0 Turning Movement Plan a 0 0 0 0 0 AT THE EXPENSE OF THE APPLICANT. DB 399 Pg 786 m D D D D D D Tract' \ C-9 1 Intersection Sight Distance 29. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6-FEET BACK OF CURB AND HAVE A Plat Cabinet B, File 368A g/ ZONE: Ll-CZ / o N N CLEAR SPACE OF 3-FEET FROM ANY PERMANENT STRUCTURES. MU-2 (Town of Stallings) C-9.2 Intersection Sight Distance N N 06 N o N N (Union County) r N co 0 m Lo 30. ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND SURVEY. , I / LS-1.0 Overall Landscape Plan o 0 - 0 0 31. FOR PARCELS WITH EXISTING STRUCTURES, CLEARLY IDENTIFY PREVIOUS AND EXISTING WATER AND LS-1.1 Landscape Plan Enlargement O - 0 0 0 0 0 SERVICES (WELL, SEPTIC, OR COUNTY WATER/SEWER) ON PLANS. IF WELL AND/OR SEPTIC ARE z EXISTING, THEN CONTACT TRACI COLLEY (704.283.3717) WITH ENVIRONMENTAL HEALTH FOR THEIR LS-1.2 Landscape Plan Enlargement SEQUENCE OF EVENTS AND OTHER PERTINENT INFORMATION. LS-1.3 Landscape Plan Enlargement Project No: 20-CLT-021 32. THE PROPERTY OWNER SHALL GRANT TO THE TOWN OF STALLINGS, UNION COUNTY, NCDEQ, OR ANY LS-1.4 Wet Pond Planting Plan OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT ANY TIME AND IN A REASONABLE Date: 11.06.2020 MANNER FOR THE PURPOSE OF INSPECTION. LS-2.0 Landscape Details 33. URBAN DESIGN PARTNERS HAS CONFIRMED THAT WATER AND SEWER MAINS AS WELL AS SERVICE LS-2.1 Landscape Details re Designed By: UDP LINES, METER BOXES, FIRE HYDRANTS, AND LATERALS WLL NOT BE IN CONFLICT WITH ANY PROPOSED Checked B UDP UTILITY INSTALLATIONS, LANDSCAPING AND/OR DRIVEWAYS AS SHOWN ON THE PLANS. ANY CONFLICTS y SHALL BE AT THE DEVELOPER'S EXPENSE TO COORDINATE AND RESOLVE AND COULD RESULT IN DELAY OF WATER METERS BEING SET. PROJECT SCHEDULE: Sheet No: GRAPHIC SCALE PROJECT COMMENCEMENT: AUGUST 2021 100 0 50 100 200 PROJECT COMPLETION: AUGUST 2024C�i1 INCH = 100 FEET ■ DEMOLITION NOTES: - - IAIN�ENA G-EE PLAT- �% '! // - _ - \ \ \ , _ _ /',/ FR�JSI �(.�NTRQL NOES Cb T: -�/ / / / / /� / / EROSION CONTROL LEGEND: - - - /- / - = �_� - / ' / � � - v v / -' - �` y v ' ' / / / / / - -1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED / / �// / V / / / /( / ,ND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING / // /- / \\ s / / 10. SEEDING SPECIFICATIONS ON SHEET C-8.14./ / / �_� v / I I / %7�---� / / 1. EXISTING INFORMATION ON THIS PLAN WAS TAKEN FROM A SURVEY CONSTRUCTION ENTRANCE - _ RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY / / / / i / - / / / 11. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. PREPARED BY: NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL / ' i 7/ / / / , ■ DENUDED LIMIT PRACTICES AS DESIGNED. - / / - � - �\ � / ALLEN GEOMATICS, P.C. - - / / � \ \ -' - � \ /�/ 3� - / / / 12. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING. P.O. BOX 89 / / V A �/ A / ADVANCE, NC 27006 SILT FENCE 2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND INLET / / / _ \ \ � I- � /� / / / / 13. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM AN APPROVED EROSION CONTROL PLAN, A SITE / / (336) 998-0218 PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN � / / / / / � - - \ � \,, �// / / / / / / -REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM / / DOUBLE ROW HIGH HAZARD SILT FENCE APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED _ � \/ / / WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. � / / � - - �� \ //� � Q / / / / ,DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID / 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. xx TREE PROTECTION FENCE _ / / / A - � /// / / / / WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. / / / 3. HOLD ON SITE PRE -CONSTRUCTION MEETING WITH DEMLR EROSION 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN r - / / / \ \ � �i /✓j/�� / / / / 14. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE CONTROL INSPECTOR PRIOR TO ANY DEMOLITION. 0CATCH BASIN INLET PROTECTION IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE - / / / / - CA'v1 -1 ✓// / / / / � MADE IMMEDIATELY. / // / WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. ' � / - Q � Iv- / / / / / / / / / 4. SITE IS OCCUPIED BY EXISTING BUILDINGS, STORM LINES, PAVEMENT, STRAW WATTLE CHECK DAM � / / \ ,, � \ // / / / 15. SELF -INSPECTIONS AND SELF -MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CONDITIONS OF NPDES PERMIT NO. NCG 010000 // / / POWER POLES AND UTILITIES. IT IS CONTRACTORS RESPONSIBILITY TO 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, - - / \ Q a O / / CONTACT ALL UTILITY COMPANIES THAT MAY HAVE UTILITIES ON THE SITE TO AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN / - \ � o� � J / l AND NORTH CAROLINA GENERAL STATUE 13A-54.1 E AND 15A NCAC 04B.0131. / STONE SILT FENCE OUTLET TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER. / -_ " ,\� , / / /, \ / / GET A DETERMINATION IF ANY UTILITIES EXIST THAT WILL BE IMPACTED AND - - / 4_O Qa / / - - / / / / / 16. GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION / / / / DETERMINE THE REQUIRED PROCEDURE FOR ABANDONMENT OF THE EXISTING PROPOSED STORM DRAINAGE � __ _ _ __ - I � - C �0 q a (� �I //' - - , � / / SEASONS, WHEN UNFAVORABLE WEATHER CONDITIONS PREVENT ESTABLISHMENTS OF VEGETATIVE GROUND COVER. / / / UTILITIES. - / � / / � 680� - - - - - - - EXISTING STORM DRAINAGE - - - - - - - / / � / / / v - - - - - ' � Q / { - - - _ - � / / 17. ALL CUT SLOPES SHALL BE NO STEEPER THAN 2:1 AND SHALL BE STABILIZED IMMEDIATELY AFTER GRADING WITH AN ADEQUATE ROLLED / / / / 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND \ A / - - - / EROSION CONTROL PRODUCT (RECP). ALL FILL SLOPES SHALL BE LIMITED TO A SLOPE OF 2:1 AND SHALL BE TRACKED AND IMMEDIATELY / / / / SEQUENCING OF DEMOLITION OR RELOCATION OF UTILITIES WITH APPLICABLE °ne EXISTING OVERHEAD ELECTRIC - � \ _ _ _ _ _ - - ' \ � _ - - �/ \_ - _ - _ - - - - i STABILIZED AFTER GRADING WITH AN ADEQUATE RECP. RECP SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND / / / �� UTILITY COMPANY. EXISTING TELEPHONE � v ' - - / co rn / - - - - - ' _1 ' EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL PRACTICE STANDARDS AND SPECIFICATIONS 6.17. / / / \ 6. CONTRACTOR TO REMOVE EXISTING STRUCTURES AS DIRECTED BY OWNER. u e \ \ - - __`_� / - --675�18. PERMANENT OUTLET CONTROL STRUCTURE, PIPE, AND JUNCTION BOX TO BE INSTALLED DURING EROSION CONTROL PHASE 1. A TEMPORARY / / / CONTRACTOR TO REMOVE STRUCTURES, FENCES, SHEDS AND MISC. DEBRIS. g EXISTING UNDERGROUND ELECTRIC \) \ - - � � - 675- - � _, � \ - - - - - - _ ,ORIFICE SHALL BE USED TO TIE THE SKIMMER TO THE STRUCTURE. ONCE THE EROSION CONTROL PHASES ARE COMPLETE AND THE SKIMMER IS / / / / /// 7. ALL MATERIAL GENERATED BY THE DEMOLITION, CLEARING AND GRUBBING ugt EXISTING UNDERGROUND TELEPHONE \ - 1- , - - - //% _ _ REMOVED, THE TEMPORARY ORIFICE AND OUTLET SHALL BE PERMANENTLY SEALED. REFER TO DETAIL ON SHEET C-5.7 AND C-5.8 FOR OUTLET v v \ / - -- ° ° / � - - - - - - --STRUCTURE DETAILS. GRATE TOP TO BE UTILIZED AS SPILLWAY FOR EC PHASE 2 SEDIMENT BASINS. / / // / SHALL BE HAULED FROM THE SITE BY THE CONTRACTOR IN ACCORDANCE WITH w EXISTING WATER LINE - - - \ / //- - -- - - � / / // ALL THE UNION COUNTY HEALTH DEPARTMENT AND THE ENVIRONMENTAL PROP. WATTLE CHECK DAM ) %/ � � - / TO BE INSTALLED BETWEEN v V / , (1 // - 19. ALL TEMPORARY DIVERSION DITCHES TO BE LINED WITH NORTH AMERICAN GREEN S75 CHANNEL LINER (OR APPROVED EQUAL) UNLESS / / / /PROTECTION DEPARTMENT REGULATIONS AND ORDINANCES. g EXISTING GAS LINE r \ / � /N - _ _ - _ OTHERWISE SPECIFIED. / / // - - TOP OF BANK AND WORK AREA \ I // - / 8. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS, UTILITIES, 0 EXISTING UTILITY POLE v v / (UNDER THE BRIDGE) -\ \ Q' /// I / / / CONDUITS, AND/OR UTILITY STRUCTURES HAVE BEEN REMOVED SHALL BE \ I (STD: 30.10C) \ � l � � - - _ 20. ALL RETAINING WALLS OVER 4 FEET MUST BE DESIGNED, SEALED, AND CONSTRUCTION CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN 1 / - - - - � Q� /// / \ NORTH CAROLINA IN ACCORDANCE WITH ALL STATE AND LOCAL BUILDING CODES/ORDINANCES. BACKFILLED WITH SELECT BACKFILL MATERIAL. ALL SELECT BACKFILL-------------- STREAM BUFFER / - _ \ o /// I � MATERIAL SHALL BE PLACED AND COMPACTED PER THE REQUIREMENTS OF I / \ _ ) ,// / / / - � 21. DIRECTLY PUMPING OUT A SEDIMENT BASIN IS CONSIDERED BYPASSING A STORMWATER CONTROL FACILITY IN VIOLATION OF SECTION IV (3) OF THE SPECIFICATIONS AND THE ON -SITE GEOTECHNICAL ENGINEER. To TEMPORARY SILT DITCH / - \ } / NPDES PERMIT NCG010000 STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. IF ANY DRAINING OCCURS OF THE SEDIMENT BASIN, 9. ALL WORK WITHIN THE STREET RIGHT OF WAY SHALL BE IN CONFORMANCE � A ✓ - \ � �It �/ �/ / / / SUCH AS FOR MAINTENANCE OF THE BASIN OR CONVERSION TO THE POST -CONSTRUCTION STORMWATER MEASURE, THE DRAINAGE MUST OCCUR � y - -- VV�- - vv- \ - - A � �� / / � - THROUGH A SILT BAG AND DISCHARGED IN ANON -EROSIVE MANNER. WITH ALL APPLICABLE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. - v� � wyv\ vv � �- _ o / - -- -- \� ��\vim y w� - / J A - - - - 1� , / / / 10. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN - \ \\=\\ - - _ -� _ -- -- \ _ - - - - ~\ / / - / 22. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A WORKING WITHIN EXISTING STREETS. THE CONTRACTOR SHALL PLACE AND - = \\� - - - % % _ % \\ �� / // / SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS / - \ - \\ \ - - = - - -_ - _ - - -\ - - - - __ \ - FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR \ ��\\ \ �-� - - _ - \ - / i - \ Michoel Thomas elms - - \ -\\\ \\\\\ \� - -- -- _ - -� � \ i - - \\ \ \\ \ PIN. 07099009 \ , FLAG MEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE WORK AREA TRAFFIC �_ _ - \\\\ \\\\� \ - �; �_- \ _ DRAINAGE AREA TO STEVENS �� \ \ / g SOLID WASTE MANAGEMENT OR PER DIVISION SOLID WASTE MANAGEMENT! DIVISION OF WATER RESOURCES RULES AND REGULATIONS. CONTROL HANDBOOK W.A.T.C.H.. - - =� v�\y -�v -_ - _ �- v \ �� - - -\ \ D zON�E. MU 3a5 ( ) � - - - AAA \\VA - - - -- --� -- MILL ROAD PROP. STORM \ vV / �'� - �� _ _ wN�A\VAV ,v Vy = �% %�� - - _= DRAINAGE SYSTEM � �\ \V A \\ 7- A (ro n of stallin�� - / / I � - - % - A \ / - \ - -- - nion count � �' / // - �� \ V A\\ A �� v� ) \V �\ \ � - �� l / vvV \\\��\V�_ vv _: ��: vv� -_- i� \1�� 11 \V ,A - �s 1 i / i i " , - - A ) l I i l (, �/ �A A� �iA ..�\ - - w �� / / : - v - � � i A� 7 AVA \ \\ V ----� - s�s�� _ - - _ _ - - i� � _ � A \ A\\\ \ \V \V - -_ - 1. ALL "DEMLR" NUMBERS REFER TO THE DEMLR EROSION &SEDIMENT CONTROL PLANNING &DESIGN MANUAL. / - - - - \\ - - ` - - - - \ \ \ \\� \ \ l �_ -� I - - - / _ \ `-� _ i \ - -- � \\\\\\\�\\\\\\\\\ \ / //� \C\\ ✓ - - co� \ ___ _ _ / \ --(-A__----- _ v v - .- - - - v v- - - \ v_ � 187z �_ - ss v - - - _ - ss - - - ss- - - - - - 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE DEMLR EROSION CONTROL ORDINANCE AND IS _ � \ - v - _ - v 0� \ \ V A\ V A\\\ / v� �� - _ - -_ _ - - - - - - ss-_- _ SUBJECT TO A FINE. :- -_- _ - � � s \ \ / ek e\ �� _ -� --_ ---- --- +---- J e A Ss - _ �_ �� _ _ v � A \ V�\,� ��\ \V I\\V // - _ � __� -_s_ - _ =ss =- T 4 - - - - v A 6/ OFFSITE DA _ _ -�- ss- - i - - \ �- -\ \ � - - - \ \ \ \ \ \ \ e lie Ann e _ \ 0.59 AC \ � ss _ ( 664 / 66A_ 010 �i, -3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE DEMLR EROSION CONTROL - \ \ _ _ - - - _ \ - \ \ / \ \ ^ I I / \ \ PIN:-09099099A / \ -_61� - - - - - ✓ - _ _ _ �- 65 ��f _ North ForT< sTed_ 658 ORDINANCE AND IS SUBJECT TO A FINE. - \� - �� - - o�r a d e a r _ - \ y ----------- ---5 RRTT PEGG- DRYE 8 \\ \ - - - - \ \ - ` \ \ e P. �e y / h 5 OB 7042 PMU 6� \ , - - - PINS 07099003A BS _ , _ v v� - --- v � I � I 7 °� /� ��v� � I� � -- �,y -- - -- -1 \ \ \ - - - - - - - - \\ \ \ \ \ �I 9 231 1 / 40 _ _/ (To wn o f S�%flin sJ � c ZONE: MU- 7 ,e / 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 SHALL BE PROVIDED TEMPORARY OR j _ \� - - - - - - - - - - \ \ \ �� "ed'R�fI�n�el Fo n� I I I I // 0 - (union Count -_ -- 61 J 1- v�� _�� \ - - �� (Town o 5-ll`s - _-__ 664_- �66 ' - PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST � VA \ �--- - - - - - v A V\ V A \pat \ b n�t t 2�F e ll $ A I I � � �( _ �- - ��V � - - - - - - y( - (Union Count v � -� / 6 LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND - v\ VA \ v A \ l EN I r I � A - �- -_ ____ - - v �� / h��\V/ ,� - -- /� i i ACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. -- A VA - - - - - \ )Tbwn ofJF tall�n) \ /p bg Building y = 675 r �- v V / +y /�� -- A \ -- - - - _ A, l, �n, nl n,ty�� I A ��0 / / 8J^ v ��.,.i / - 9t - _ - �� - - , V V , ," i .;� ,A; 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE TOWN ENGINEERING � A A \ - - - - / I I j �" - - Da 2� - _ - - _ -vA- -vim \ \ \ _ - i I // ��- v \ - - 680 v - A \ \ \ / '' // v v v �A v - - v / / III / / v / z�No�U�1 __�_ v- -� -__ \ v DEPARTMENT OR DEMLR. V A v v \ - - - v I / I /✓ / v //� �n ��su�ng - - Avv -- vv \ i \ I / / zv - �� v- vv vv -_ zz /i ' i \ V - �� A \ nio �-------- � 664 / / v A A \ V I / / / I I ( \ \ // / - 9 � - -' oii, rr t - v v ,\ , A \ // / A - / \ \ �� 685 / v - - - - - - -vA\ \�A \ // / / // / / i 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10 FEET REQUIRE ADEQUATE TERRACING. _ v /\ \ - 's \ / / / I // I/ v � _ \ __ v _ _ _ - - - v -�vv�v \V A\\ / / �// // / - v v v v v v � v \ \ l � 1 / I / , I � I I � I �I / I \ � \ / / z - s / � �� - � v v vwwvv�\\v // � lll�� / -� // / � 7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE v V � V / / l�h //i / _ &S __� _-- --� �� v ses- �� - - \\\VAV/ \ 6� (�� ^) / / / \ \ PROP. 100'X18' CONSTRUCTION / l I I �/ � /z ' - `zo - - / - v - \V \\V �( / 55 GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. v V A 'i - - �. v - \ \ V \ , Ph' x PEGGr ,3 ' // / // ��/ V / A \ \ ENTRANCE (STD: 30.11A) I I I /�/ 1W - - - - / �� v , - - �� \ \ \ \ AA\\\\ Pn so7o99003 sso_ / / l / / \ / / ses � v - V AV A \ � ' i � i / / / / \ \ \ ll / / - - _ _ \ \ \ \ \ zu Mu- 8. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM \ N \ \ \ \ � / / / I , 688 // / - \ - - - _ _ -� \� - - \ \ ( \ \ \ \ \\\ \ p\ \ (Town of tailings) .�� y ; ',, / I / L l / / 2 THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. / s V A V A / / �� / / Ee is/M s are s I I I /// - - - - - - -sa8 - Al �� // / - - A - v A \ V \ A VA\ \\\ (union C nty) • �, i/ / % / / IN' `' 4,0 I \ I / / / 1D: 2 5 9 0 V� l/ �� -sso SKIMMER BASIN #3 v \ A \\\ '� � ;%,ii% / % / N . 0 9/ V I l / / / �e�152 �Pg 7 8 / \ \ l/ �� v 6 - STALLINGS DETAIL 30.02A V I I /� \ / / / 7 /p / / - / / y 9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE \ l l / / l / / low/nNoflstp lugs \ \ 6� / / \ DA BASIN 3 -DRAINAGE AREA: 4.91 AC) \ �� \ - \ \ \ \ \\ \\\ I '' "'� / /' � / / / / / // /� // DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. SEE \ / / / / / / // (/Un�lColunty) I I A ✓ ' / / - v -DENUDED AREA: 4.91 AC /� v� I \VA\ �' �//, / /�/ / i° / `°/ / l /// SEEDING SPECIFICATIONS ON SHEET C-8.13. / / / / / / / / / V ✓ i / _ 4.91 AC -BOTTOM ELEV: 680.00 \ 0 - � a �� ' / / / // b l / - - � ` VA z- / / / V I / / / / / / / / I A /� // / - - -SKIMMER ELEV: 680.00 - � \ V A I I \ vVv� ; , ,, �� - "/ / / / l l l l l /� / - \, z �� ,r l / i / _ -- I h I A\ i , � � - - - - v v / / / / - / / / / �/ - A o ss �;;;,,, / / / / / / //, -� \v ' I / / / / \ / - I � 6 / / �I vv v, / / I / / / _ - A\ v / i - A i / / / / s95 69 _ _ - SEDIMENT STORAGE: 2' \ ( / \ 1 s , / / I I �/ / v // / / / // / /4DI�SR // / / I ,;_", �- - I / v vv V A / - , / / LIMITS OF CONSTRUCTION: 21.00 AC / / / � / , o -he � -- - TOP OF BERM ELEV: 685.00 -695 I I / \ � \ I / 5 � I / / \ \\- _ / / , � I I - I / / / / /I /�/ R � / / / / / t I i/ �/ - - -- - - - ) OFFSITE DA �/ / \, / / / I - v \ _ / / / / lJ ��Sx / / // / / / - - SPILLWAY WIDTH: 20' / / / / LI / / yhe i 1.16 ACC / I \ v / P� �II�� fV A � �35 / / / � I /T�N� / / / / / / / \ / k / i \ � - _ -700- _ SPILLWAY ELEV: 683.50 0 I v / / / / % I / / 0/ I�E�/ �_�G -700 y / / %- - - SKIMMER: 4" / / / / / ro I ( / / / I � - - A V / / v / / / / / / I I / �/ / / / / �/''�iN/TA � / �j - - � _ v / / i �o l hdh Da id �e Hei s '0 I � I / / /� / �I / / - \ \ - _ 25 3 Steens �n Rd LLc / / f / I \ / h ORIFICE DIAMETER: 2" I / -� i . - ' - A A - PID: 2�0� / l l l l / / //�,G T Llfi - �� -'Os �% v y / e A I ( I / P y / / / / / I I/ / t� �/ / /� / / / _ _ PIN: 07 99L702 e �,_ - - - / \ \ - / � / D8 3 P�489/ / / / / l I % l / / l j � 5 - 11 N - - - I / / / j - - � °mew V A \ \ \ \ / DE 612g Pg 38� / / l l / / / / I I I / � \ V A \ - _ _ / ZONE. : k-15� / l / / / / �c R�� f A - / / / v vv � \ \ V / �oN� M� 2/ / / / / / l i /� / / / / / / N✓� / O / \ I (/(Un onftallfng)s) / / l/ / / / l \f =- - \ \ VA v // of yfMa 6e ' ' j/ s// i A8 �/ �'r N �� o/ / �o / _ _ /� \ / �� v vvA \ V / / / / / / l l l / / / / I ��I - - v \ \ A , ecklenbaafg Co i� i / / _ A \VA \ _ _ l l / l l Il / / / � i A / / / E 6 i / /� - ��- - \ \ i / - v V A \ v \ \ - - - � / / �/� 1f�4. / r - / /i / y / / � � r T � � - � A � P -A- " � I�� / / / / / / / / / / / l p / \ / / / / / / / / I I I \ / - \ \ - / / / / _ 720 / / /� \ \ / \ \ \ / l / / / / l p / / / �� l 11 l 1 I / / , A \ V / ��/ l / / / / / �\ / / / \ \ \ I / / / / / / / / / / / 1 v �j ll/� �� vvVvvv�- vv - - i j�� /i�7�5�� \ \ / / / � / / I/ � \ V A V I I / / / / / / / l l l / �I % / \ v � - \ / / / // / �� / ' / / / / // ^ // �- / / V A V I \ \ x \ / I I / / / // // / / // / /// // / / I /// / ' ' /// ��// l l l // // /� v v vv - v v / / - \ ) / / / / / - o If \ � \ I I / / / / / / // / i,/ / / / I I 1 � l /-- V -v - v �)4p A l / 730 // / / / /y i' // s9 v V A \ �s o A 1 / / / / /// J �/ / / / / v v v / - /�/ //�/) // / �/� I I V A V I ) I / III /� / / / / III ///// / - v \A \ \ 1-1 A \ V v / / / / / � - / 6V ) ) / / / / / / i/ s V A \ V J \ I I l l / / / / / / / l J l ; 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M\u-2 \ / / / / / / �/ ///� / / / \ ' �- - vv s vvv��v v V / / \ \ / \ \ - v // v A \ SEDIMENT BASIN 2 v�vv��y- ostngs� \ / // // i ' \/ / / / / l J/ ( l I I I \ 30' � - �� / �\ V� � # \ v A io Coen ty / / / l l � / � / / / / \ / / ( \ v ��w� - v \ // / / / I / \ \ \ STREAM v I �) 1 VA \ \ v- V �/ / / I ( / �/ // / / / \ I / / / / / ) III /(/ \ \ V im v V (STALLINGS DETAIL 30.03A) �wA- \ \ / / / / / V A A I BUFFER \ \ DRAINAGE AREA: 4.12 AC stie �f Greenville II, Lamv �� v��v A V / V / l / l l I / / /// / // / / I I I / / / I I , v vll.I / v� v I �� ,/ „/ / v V A SEDIMENT BASIN 1 �� - _ DENUDED AREA: 4.12 AC DlN.3 52 P03/8 - _AAA\� \ / l l / / / # 0 McGee Corpor tion \ / / / / / / I I I \ PIN: 0710 33 90 - - A 9 �� \ V ) / / I I I / / / / / / / / III I v V ) (STALLINGS DETAIL 30.03A) /No Deed Ref re ce Found / ) // BOTTOM ELEV: 676.50 Lot 6 V �)V�\��v / / / / / / / / / / / / I I I � - \ v \ T DRAINAGE AREA: 12.19 AC i / - - - / // I L \ / / / / / / / V / v Back D 340 Pq 415 / / � „ SKIMMER ELEV: 676.50� Plat zo�lEtnziu 2 329 (I��I(\�1�� I� I � I / I � � / / / / / I � I I I I / / /// / / / / / / I / / / / / % I I I V A v - v DENUDED AREA: 12.19 AC Zo E LI-CZ / l ,�/// / / � l / / l / �/ / / vRi / / ( SEDIMENT STORAGE: 2' \ (Tow of Stallings) '- III I / /// / / / /// II/ // / / ao / / I I I II�/III -V BOTTOM ELEV: 688.00 (�nian cauntyy F,/�'�I\� TOP OF BERM ELEV: 683.00 V (Un1bnCounty) I II �, % / ✓ / / ¢ / // / / / / / / BEf=ORE YOU DIGI v V v / / / / I / / / /� I I I ' / / / / // /// / �/ / /C,1I 811 OR 1-800-632-4949 / / / / / / / / / / / / I / ) SKIMMER ELEV: 688.00 / / \ v RISER SPILLWAY ELEV: 681.00' / / / / / / / / I l / / / / / / l l / A SEDIMENT STORAGE: 2' / EXIST INTERMITTENT/ / � to - EMERGENCY SPILLWAY ELEV: 682.00' A - - �01 STREAM / / / / I // / / /// � /// / / // / / � STRE M cGee Corporatio v I I � I � TOP OF BERM ELEV: 693.00 M C. ONE -CALL CENTER / / / // / / / / / / / / / / / / / / \ / N: 0 102033 80 �� BUFFER // / // // / / / / / �/ / / /�. / / / / // / / / / v EMERGENCY SPILLWAY WIDTH: 40' � V // V / / / / / , / / / / / / / / / / I I I I RISER SPILLWAY ELEV: 691.00' / De 39 Pg 786 \ , I` / / / / / / / / / / / / ITS THE LAWI Trait 1 SKIMMER: 5" \ / i \ / / // / / / / / / / / / // / / / / / / / / / I EMERGENCY SPILLWAY ELEV: 692.00' / Plo Cabinet File 368A ORIFICE DIAMETER: 3" / / / \ m � /// /// / / // ( / / / / / / / / / / / / / EMERGENCY SPILLWAY WIDTH: 40' zoNF-cz , f v - l l l // / / I l / / / / / / I� V // / / / / // / I / / // / / � / / / / / SKIMMER: 5" PROP. STRAW WATTLE CHECK DAM M�-2 (Town o Stallings) A r �� l / / /// / / / �/ / / // / / / / / �� - -' / / / / / / / / / / I ✓ \ / TO BE INSTALLED IN AREA BETWEEN (union Coa St o �\ \ \ V �� - /� //////// / / / / / / / / / / / /� / / / / / / / / / 1 I V OIRIFICE DIAMETER: 3" / BUFFER, AND BROKEN AT STREAM V / A \ �� I I / �/ / // //// / / / / / I l I BANKS TO MINIMIZE DISTURBANCE / / / / I �l / l / / / - I l - / / / / / I / / / / V I �I III � ) I / / / /// / / V I // / / / / - - / / / / / / / / / I / / i I I I I / (STD: 30.10C) V A V / I I II l d I I / ) \ V A I / ) I I I -/ / / / / / / II I /I I \ V (re /� l / / l / / / / I I / / / /I l / I / f / / / / 1 III I / / V I / / // v \ IJ III�I// I / /I/( I I I \ \ \ \VA \ / v II I Il I \ \\ �\ / v A / l / \ / / - / V �� / / �� v / 1 \ \ \ v \ \ o o /50 100 200 -; J / // / / / / / I I II 11 I I/ _ // / // // / l / l I I I \ ( ) / I � � � \ I l ,� / � v \ � / / � II II I I / I / / I \ V v � v \ V � V A� GRAPHIC SCALE / �) ) / / / / / // ) v \� \ I I II / / ////// v vv vv < </ �II III�II / / /1 I \ \\VA \ / (\ 11I ,%-I / / / / / �/ T r, / / / / / / // I V A v \ \ II / / / I //// v I IIIIIIII�IIII11 / / I / / / ) ) I� 1 I I )) I ) / / /�/ I / I / - / / / v v� � / I I / / / v � v \ I / I / / / / / irucH = 10o FEET / l ///i fI � , -- -� ) / l /l /l I \ \ \ I . I / �/ / �l l � � II�IIIIi`iiII/ ) I / . /// /�/,// ) l/ // //l / / F- / / / / �// � / / / I V All � � / / / v v II I.JI / / //�/ / / // / / U R B A N DESIGN PARTNERS 1213 w morehead st ste 450 charlotte, nc 28208 P 704.334.3303 u rbandesi gn partners. com nc firm no: P-0418 sc coa no: C-03044 05.20.2022 J J CY) 00 cz LU ~ � _J N U)N - 00 (z E z N U � O +_J cz O 0 �U V) z O L w Ir m LU 0 O z z 2 2 O 0 0 J U) 0 z J J U) Er W 0- IL 0 D 0 N C6 N r 0 Project No: 20-CLT-021 Date: 11.06.2020 Designed By: UDP Checked By: UDP Sheet No: C-700 - - i iV � ---// /' �_ - - I--- _� V A \ -_--\ / / CONSTRUCTION SCHEDULE: EROSION CONTROL LEGEND: = - ; ; - ! v, - z v/ � � � �v �_, - - v / �� ; ; � �/I _ / - -\ � v v� � , / NWP 12 NOTES: 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM TOWN OF �� ; _ �/ - \ \ \ v / /�I� _ \ \ CONSTRUCTION ENTRANCE - - / / / / -_ v - - / / / UTILITY LINE ACTIVITIES. STALLINGS & DEMLR. � - - i - / / I v �/ / / v ACTIVITIES REQUIRED FOR THE CONSTRUCTION, MAINTENANCE, REPAIR, AND 2. SET UP ON -SITE PRECONSTRUCTION CONFERENCE WITH THE EROSION i �� I � / / � \ A _ v v V ,\\ /f� 3 - � / / / REMOVAL OF UTILITY LINES AND ASSOCIATED FACILITIES IN WATERS OF ■ DENUDED LIMIT / - - i i - x / N V l/� �� \ \ THE UNITED STATES, PROVIDED THE CONTROL INSPECTOR. FAILURE TO SCHEDULE SUCH CONFERENCE 48 - v i i - / \ V V A � � v /� / / / ACTIVITY DOES NOT RESULT IN THE LOSS OF GREATER THAN 1/2-ACRE HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND SILT FENCE ' - - - - - v I / / \ \ _ ' _ \ - - ' / / / / OF WATERS OF THE UNITED STATES FOR IS SUBJECT TO FINE. - - - ' - - � _ � / \ v / \ �/� - e / / / \/ EACH SINGLE AND COMPLETE PROJECT. DOUBLE ROW HIGH HAZARD SILT FENCE - - \ / v 3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND OTHER EROSION � - - / / , v / A v V\ \ %/ / / / / / CONTROL MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS xx TREE PROTECTION FENCE - - O / UTILITY LINES. U RBA N NECESSARY TO INSTALL THESE DEVICES. INSTALL ANY ADDITIONAL - - - - - - - / / Q��s � �( �/ / / / THIS NWP AUTHORIZES DISCHARGES OF DREDGED OR FILL MATERIAL INTO MEASURES AS DIRECTED BY INSPECTOR AT PRECONSTRUCTIONF - - - - / - _ �� CA �/� a A / / / / WATERS OF THE CONFERENCE. STONE INLET PROTECTION - - - - - - - i � z��" // i / � / / / UNITED STATES AND STRUCTURES OR WORK IN NAVIGABLE WATERS FOR I � / v % � //• / CROSSINGS OF THOSE WATERS ASSOCIATED WITH THE CONSTRUCTION, / / - � A J N �J�� / A - / I MAINTENANCE, OR REPAIR OF UTILITY LINES, INCLUDING OUTFACE AND 4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. ONCE THE INSPECTOR CATCH BASIN INLET PROTECTION / \ \ � � /`O � �/ / APPROVES AND THE GRADING PERMIT IS ISSUED, CLEARING AND _ - / - - - \ "� V / \ / \ INTAKE STRUCTURES. THERE MUST BE NO CHANGE IN PRE -CONSTRUCTION PARTNERS GRUBBING MAY BEGIN. ��0 - - I � �\ / // - \ \ CONTOURS OF WATERS OF THE UNITED STATES. A "UTILITY LINE"IS - �- - v�0-q � I // A _ - � / DEFINED AS ANY PIPE OR PIPELINE FOR THE TRANSPORTATION OF ANY STONE SILT FENCE OUTLET - - - - - - - - - - - - I / \ � 6 / s� /� / / GASEOUS, LIQUID, LIQUESCENT, OR SLURRY SUBSTANCE, FOR ANY 1213 w morehead st ste 450 5. INSTALL DIVERSION DITCHES, ROCK CHECK DAMS, INITIAL SKIMMER -' / � Q / 9 )/ � 6so� / / PURPOSE, AND ANY CABLE, LINE, OR WIRE FOR THE TRANSMISSION FOR charlotte, nc 28208 BASINS, RIPRAP APRONS AT ALL PIPED OUTLETS, AND ALL OTHER PROPOSED STORM DRAINAGE _ - - - - - - - _ - - - � - _ _ - / ANY PURPOSE OF ELECTRICAL ENERGY, TELEPHONE, AND TELEGRAPH - � � � - ' P 704.334.3303 EROSION CONTROL MEASURS AS SHOWN. DIVERSION DITCHES SHALL BE -_ -_ \ _ � � - - _ _ - - / urbandesignpartners. com LINED WITH NORTH AMERICAN GREEN S75 CHANNEL LINER (OR - - - - - - EXISTING STORM DRAINAGE - - - - � 1 - - - �/ - _ - - i MESSAGES, AND INTERNET, RADIO, AND TELEVISION COMMUNICATION. THE APPROVED EQUAL AND STABILIZED IMMEDIATELY. - - - - - \ - _ _ - - - TERM 'UTILITY LINE"DOES NOT INCLUDE DRAINAGE TILE OR FRENCH nc firm no: P-0418 sc coa no: C-03044 onE EXISTING OVERHEAD ELECTRIC \ � \ /:� {✓ - - - = DRAINS, BUT IT DOES APPLY TO PIPES CONVEYING DRAINAGE FROM 6. SEDIMENT BASINS, INCLUDING BASIN WALLS, SHALL BE STABILIZED t EXISTING TELEPHONE - - r 675_ �� -r--, / - - ANOTHER AREA. IMMEDIATELY AFTER INSTALLATION. - -675- �� --� -"� I I MATERIAL RESULTING FROM TRENCH EXCAVATION MAY BE TEMPORARILY \\\0III]I11ji/i/', uge EXISTING UNDERGROUND ELECTRIC - - - - - \ _ ii o s -- - - - - - SIDECAST INTO WATERS OF THE UNITED STATES FOR NO MORE THAN ,\\\ \A CARS'%, 7. INSTALL SWALE ALONG EASTERN PROPERTY LINE AND STORM DRAINAGE - - - - r / - - - - THREE MONTHS, PROVIDED THE MATERIAL IS NOT PLACED IN SUCH A .`\ � �'. SYSTEM TO ROUTE BYPASS DRAINAGE AREA AS SHOWN ON EC PHASE I ugt EXISTING UNDERGROUND TELEPHONE _ . - - - - - � \ ( \ \ // / i - - - MANNER THAT IT IS DISPERSED BY CURRENTS OR OTHER FORCES. THE 0 . F E S S //, SYSTEM PLANS. - - - - _ v V A !,1 - - DISTRICT ENGINEER MAY EXTEND THE PERIOD OF TEMPORARY SIDE �' �''•� w EXISTING WATER LINE _ - - - - - \ \ \ - � �N / ,- - � � _ CASTING FOR NO MORE THAN A TOTAL OF 180 DAYS, WHERE A4 r. 8. BEGIN DEMOLITION, CLEARING AND GRUBBING THE REMAINDER OF THE \ \ � /// I \ APPROPRIATE. IN WETLANDS, THE TOP 6 TO 12 INCHES OF THE TRENCH I 0 -SITE. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL g EXISTING GAS LINE \�i , o4 ^EROSION CONTROL DEVICES AND STRUCTURES DURING GRADING _ --o o / / �� - SHOULD NORMALLY BE BACKFILLED WITH TOPSOIL FROM THE TRENCH. THE ` OPERATIONS. EXISTING UTILITY POLE - - \ a� Q /// // TRENCH CANNOT BE CONSTRUCTED OR BACKFILLED IN SUCH A MANNER r - \ �a' _ � AS TO DRAIN WATERS OF THE UNITED STATES (E.G., BACKFILLING WITH �:� ' .$x/ �� : _ ','p •.,GINS.• STREAM BUFFER \ - - \ } ^ // / / r EXTENSIVE GRAVEL LAYERS, CREATING A FRENCH DRAIN EFFECT). ANY '/ / �` 9. AS AREAS ARE BROUGHT TO GRADE, IMMEDIATELY STABILIZE THEM. / '9N S \� SLOPE DRAINS AND DIVERSION DITCHES SHOULD BE CONTINUOUSLY \ / �/ �/ 1 / / / -_ - - - - - EXPOSED SLOPES AND STREAM BANKS MUST BE STABILIZED IMMEDIATELY //-' /i„�li„\`\��` TEMPORARY SILT DITCH \ i UPON COMPLETION OF THE UTILITY LINE CROSSING OF EACH WATERBODY. MOVED UP THE SLOPE AS FILL INCREASES. ADJUST SEDIMENT BASINS 1 \ \ �� / / / \ -_ __ - & 2 TO FINAL CONFIGURATION AS ADJACENT AREAS ARE BROUGHT TO STRAW WATTLE CHECK DAM - \ o / / FINAL GRADE. � vvv vC� _�_\ww� -1v _ - _ �� -_- - - - - o / i �/ i � \��_ �- , �� VA\yam - \ - i - - y - - - - VAA �. / l � � / 10. REMOVE SEDIMENT BASIN 3 AS ADJACENT AREAS ARE BROUGHT TO v� V� - - yvv vvvv � y % % - - - - ' _ - - - �= -,�w� v - % - V� _ yA�V�AA VA\ Vim\ _� - - - - _ �- \\V �A / Michael Thomas Helms FINAL GRADE. BASIN 3 TO ONLY BE REMOVED ONCE STORM UP TO THE - _ v_ vv v��vv �� -_ - =__ -- - � _ SKIMMER BASIN #3 - �� vv A pn oTo990o9 �A I I I � -VVA \V��V� v� - - - - - AA V�V A l 24 P 385 �� - - / �� / BASIN IS TAKING FLOW DIRECTED AT THAT BASIN. _ _ _ A \�\ �A� - _ _- _� (STALLINGS DETAIL 30.02A) �\VA\A- v \ �v, c� �\ \ g S�� _ - - - / A I I - - -� A\\\ \\VA VA �� - - % - _ _� ��A - t- ZON -7 s-- / / / \ � - - - - � vA VnV A� - - - - - DRAINAGE AREA: 4.59 AC - \\ \// \ (To n of Stavin s - _ - - _/ -- v A \\ V A \\ � 11. GRADE IN THE DRIVEWAY AND PARKING LOT AND CONSTRUCT CHANNELS ) I I / A A v \� \\VA \ i ' - DENUDED AREA: 4.59 AC, y : v \\ VA\\\ �V \ i S Onion count - - --�� / / \ / i VA \\V�\\y-- - -� �_- -A� v A ��ss,�� - -- -- Uj % \ _ _ �� - - - BOTTOM ELEV: 680.00 v / /j " A / �� AND SWALES, PROVIDING SLOPE PROTECTION AS NEEDED. / / / �� - - v V A V A\\ - - - _ - ; - - - AVAA\\\�\� � 1 / / / // - vv V A / \\\\\ \V�� - - % � %- - --- v � SKIMMER ELEV: 680.00 _ �\ \��\ \\ s v 1 \ l l I / / /�A \V A \ \\ �\ - - - - � - _ - - - � - �A - w \ k AVA \\ \\ y - _ _ - - -� � s � 12. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE / l /j Vv A\\\ _ - v�� = _ - SEDIMENT STORAGE: 2' V A\ \\�\\\�\ V / -�_- - _ / / vv v _ - _ - , v v v v __ ----- / �� - �- _ _ THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE MULCH / / / vA A \\ v _ v �� - - i - - _ TOP OF BERM ELEV: 685.00 A\\\ V ✓ _� ��- _ _ - IMMEDIATELY. _� l l l /ll� /i v \� \�AAV� - _ / i v� \ \ VA� \\VA�A\\ \ �� - \ __� % s_ _ _ / J �-�.°- - - _ - - - - - // / - -_ v V�vn� - �� - i ---v SPILLWAY WIDTH: 20' 0 A �A\ V / ' ��`�� ;��""� --ss- _/ v - _ss_ - -ss--_ _ __ _� �� cz /I I // / / / \ \\�\\ �_ _:�_ \ \\ - - - ' \ \\ SPILLWAY ELEV: 683.50 \ ems\ \ \ \ \ \ \ \\ \ \ \ / \ -__ - - _ \ - _ ss- - - - - - _ +� 13. COMPLETE UTILITY CONSTRUCTION & STABILIZE THESE AREAS UPON �v � _ vv -v v� 'v - - - - - A \ V A \ \ \ \ s� / - _ ��- = ss' _ -� - - _ _ _ - - - \ i , CI) �- / \ / \ \ , OS � --- �- � � SKIMMER: 4" \ \ s75 S -66 - k- ^: COMPLETION OF INSTALLATION. � ` o \ -, \ - - \ ORIFICE DIAMETER- 2" \ \ \ �\ \ \ I � 615 - �� _ ss o - _ - - - �_ _ _ _ - - - - 6� bo yg ;� / I I - \\ \ \\ \\ \� \ \ \\ \ \ _ _ \ \ / I I \ \ \ \ \\ \ \ \ \\\ - j j � \\ � - \ \ - \ \ o ad B a Ar I I \ 0 6) \ - �_ � _ --_ BSB,�""" 6 \ / I \\�\ \ - - \ \� \ I O _ /_ _ _ _ _ _ _ gRA7T PEGGY DRYS - e r P. ea er � PIRA 07099003A .658 14. CONTRACTOR TO VISUALLY INSPECT SILT FENCE LOCATED BY THE \ - \ \ \ \\ \\ \ \ \ � _ __ �i - \ \ \ - _ - _ - - \\ \ \ �p o 9 23 I I I I - °�S \ Gj - \ I ' / CREEK AND MAINTAIN AS NEEDED THROUGHOUT SANITARY SEWER �� ~ \ \ - - - - - � I I I / _ \ �0 1� - z -- - __-_ 66 , s INSTALLATION. �A \ \ V - _ � - - - - - - v A \� \ b \ � 0 0 0 \ _ "� - /� 6 / N V A \ V A \ V A V \ ( O Z _ own of Sall s 64 1 III \ \\ -�/ // A N �eed R f n e Fo n I io o V 6, I �� / vv g� s v I \ \ / A v - - i � - \ \ v - Pat b (h Lt e, E� e 5 A l 6 -- - - Z ( y) I- �`' o \ � \ V - - AA V� \ V '� I � I V/�/ -- - - i s - ` `�-_ - < Union Count - --� / VA V V A \ �3 \ - i A - � - _ - - - - - - - �� , �� / h - �--� VA V A I \ \� \ VA� \ \� - i �i - �� VA \ - � V A V A A pN�:IJ F� t7 � 68 - _ - - - - - - �_ �- -- \ 15. CONTACT INSPECTOR FOR INSPECTION OF COMPLETED CONSTRUCTION. \\\ \ \ /III 1 \ \ \ \ \ i \ \ ` - rbwn oftanln�) \ /p O Buildin = 's75 �� -_�\ � - ✓cz V V A / I I / �V A A V �A �- i - , A -- - - \ l ��)I�� \ - %�ct4� S,5 4ej _ - - �� A �\ / / ��i � i VA \ , / / l I / A AA \ - �i - A� - I l( ni�n �inlf'Y I \ 68$ $ lIV=0�Q�999.3� - - A ��- �� \ \ A - i / �"/�� i 16. UPON INSPECTION AND APPROVAL, REMOVE ONLY THOSE EROSION �� VVA - / l / v v �v - -- - - � A A \ \ _ _ - - v o \ / I I I I I // A " - - - DBa2� - _ - - ��A wv - - i / �� i \ �i l v v v v - 3s�=---- v� / i � �" v v A� v v v\ - v v v _ v I / I I / s _ v � za w� ��wv\ v' ii �i % CONTROL DEVICES AS INSTRUCTED BY THE INSPECTOR. A\ � �/ / v v v v v -- � v I I /✓ 8 m ,��'� ��t�ung; -sao _ vv AVA\ - / i �v\v�\Vv // / /// v v \�� ;= v�vvv� �� v V A �I II l l/ / � �_n,o o r -:�_ -----=� �-�w\-�� , v\ � 664 i�� /i iv� 17. REQUEST FINAL INSPECTION FROM INSPECTOR. v \ V A V� % / // / V v \� - _ - - - v v v�'s V A / l I I I ( \ \ /Io G \ \ v �90 -6� - - _ �� wv vVA \ 7�ji� , , j /\ j / / \ \ \ \ \ \ - \ \ \ \\\ \ \\ " \ \vim /�/ / vvv -- v v vv v v V I V /� 68s � v --- vvvv / �� / /i \ \ / / -- v v -_ - - - v A V \ l I I / I A i - v \� ' ' v\\\\ /A�\ \ V / 6� ��-� / / 4 / 18. UPON APPROVAL, REMOVE ALL REMAINING EROSION CONTROL DEVICES, A v i / / - - v A V A � / / h - _ - -� v 685- _ - v \ \ \� I 6 �- N , / \ \ // / v v v A V o v v v A \\ V /,�� 5 / //� �� SEEDING AS NECESSARY UPON THIS REMOVAL. � \ V A \ \ I / / I �/ O� 4' - A v - A \ V �\ \ \ sURR� T PEGGr DRrE ' , / / / 1\ / / _ _ ss - A \ \ t �- / / / / i v v v v v V A V A l / I �/ ro 691 O / / s8s� v A \ \ \ \ \\ Pn� oTo99oo3 �/ / / / / / / \ �� \ \ V \ \ / / / - - �� A - �� \ \\ A� S 664- i I �I / / �\ \ \ \, // �/ / \ \ \ \ \ \ / % / / / ��/ l %_ -� >- - 691 \� , - - - - ` \ \ \ \\\\\ \\\ zun� MU-i l / / / / / �/ 19. SAND BED TO BE INSTALLED AFTER CONSTRUCTION IS COMPLETE AND \ \ \ \ \ \ N \ 1 \ / / / / / / / \ ill '/ \ \ _ - - J _ - _ - \ I \ \ \ \ \ \\\ \ \ (Town of tallings) ,� )/ i / / _\a / SKIMMER HAS BEEN REMOVED. PERMANENTLY SEAL THE ORIFICE THAT \ \\ \ \ \ \ \ \ \ \ \ / / Le is V5�9 orn s / \ - Bg -sae - - / / ✓ E l T 2 / vU)A �� \ V A V / i4 V 4[ 2 \ \\ (union n ty) , ' ' i / / /N y6 4 WAS USED TO TIE THE SKIMMER TO THE OUTLET STRUCTURE UPON \ �\ - - \ / \ \ \ \ \ \ / / / ID: 0 \ l / s �' - - - sso- , _ \ ` \ \ \ \ \ / / f l�10 \/REMOVAL. AA �i % / // �/ - V A I V A A //l / / pz N2gTda / \ \ /� 9 i - \ \ \\\ �: // y �/ / I l . A vvv- �v///�i� \ � V A A I V I l / l / / �� p � V�A \ /�� /ice 6� `° -- �,<_ v� 1 � �- I I �A,A�\\� / / /l / I / / / / ///// / 1 Town of St s i O 95( \� i o / (/Un onlCoun y) \ \ _ - � � N \ �A\� �i i /�y� � GENERAL NOTES: - - -- I I I / � / / - �i � - __ � - - sso v (O 1 1 I � / / / /�/ / / / / / // / /// / •• ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN \ / \ \ \ I / / / / / \ / �� / I \ \ v °, - - - - - - - - _ - - 1 V � I I T I �"�- % /, ,// e` / / / / C: ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL \ -' / / \ / / / / / / / / I \ ,�r� /✓ - - - CO 692 s95 - 695 \ \ I I 1 �� / ;/ ,� e /✓✓// �� / // /�/ // �/ // PLANNING AND DESIGN MANUAL AND U.S. DEPARTMENT OF \ / \ i - I l / l I / / / l / / 5/ 4)/ I A 695 y - _ _ _ _ - AGRICULTURE. - i A l / / � l l �?��'�/i 693 - - _ - - _ - - --- \ ro \\ r % �/ / � I I I I �// / / // / D/� I / I I 695 � � \ I � �/ / // l/, � , � � \ �v\ ��s ( / /� 11 �I/ I I/A l I / / I I / / / / /R6� -- / / I / � I I / I / I / / / / I� ,R�+N / l l l l ¢ / „� ii �� goo �1 _ - _ v - _ 1 I / / / I I ` ,� 11 ; N / j� i / / / I I I I f I, I / / I �/ •• FOR PHASED EROSION CONTROL PLAN, CONTRACTOR SHALL MEET WITH 735- / / / / / / / I I I / TAN /�U,��I� 8� / / / / �- - / goo- I I / / / / / / / / / I I \ I / k •; ' ;' / ✓ / �/ I I IIII II I EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH \ / / / / / / / / / / 1 �/ ��,QVE�/ / jii �G �Op� X0o / / - _ 695 \ 1 / / / / / / / / / / �/ �j / / / / W ,�. 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f II I I / V A v v \ V v � \ ZOKE: LI-CZ i A SKIMMER ELEV: 676.50 \ v (III I I / / - � T / // / /21 / / / / I / / � I / / / / / / / 6/ / / / I � I I I II/ II I � I A V A \ / � A \ V I ([ynion Countyy / \ \ SEDIMENT STORAGE: 2' A �(To nI n. oun/ngs) \ / / / ) / I I I I I I / / / / Z o 0 0 0 0 / \ / V (Uni n County) / / / / I v A� I I / / / rr TOP OF BERM ELEV: 683.00 A 1 IIII 11 / / / / / / / / / 1 / / / / / / / / i / / / / / / / / / / / A V AA V A I / / / � / i v \ SPILLWAY ELEV: 681.00 A \ �_, - - A I IIII II I / / / / / / / / / / / )/ / I ) / / / / // / BEFORE YOU �IGI / J I I I I 1 I / cGeejCorporatiov v EMERGENCY SPILLWAY ELEV: 682.00 // / / / / / / / \ / / / / V / / / c, 0 702033 80 A III / v / / / / / // �/ / / / / 1 / � / / / / / / / I I I I I A I I � � I � / / / j Y� \ �-- � I I�IIII / �/ I v � / / // /� / �/// / / /// / / � CALL 811 OR 1-800-632-4949 Pro ect No: 20-CLT-021 / // / // / / / / / / / / / I I I I I I I I I I / / l / I De 59 (Pg 786 EMERGENCY SPILLWAY WIDTH: 40' \ \ 1III I // J V / \ / / / / \ / A \/ i / l l / / / l I / Tet SKIMMER: 5" V / \ E / / // / / // / Pla cabinet Eve 3daA / / / / / / N.C. ONE -CALL CENTER / / / - / / / / / / / / I I I I I I I � I / / II / / / / / �I I IT'S THE LAWI Date: 11.06.2020 / / ////// // / / / % - / / / / / // III I � / � ZONE L cz ORIFICE DIAMETER: 3" - �I�� II /I I / / �/ / //l /� �// / / /// I l / // �/ / / / _ / / / / / / I ML/-2 (Town o Stallings) lI � - If / / / / / I I - - p � / I I Designed B UDP / / / / / / / / / / / % / / I \ \ I I I I I / I (Union Conty) I I\ � A \ I I I I III � I I - _/ _/ I / // % A / / l / / / �/ v / / // ) - � / / / � / / / / v/ I I I I I I III I // / // ' V / ) \ v �� / / / / /// � / / I I I J Y // l / l / / f l/�/- / / / / / 11 I I / / / I / // I v IIII�II1 ) I / / / /// / / l 1 y: / / / / - / / / / / / III \ V / II / / / I I Checked B UDP -�,//i, �IIII� _ // , /, , , //�I I I , , / IIII � � � ) /, � v „II,II,II,I/, J,�I ,��II1II� , I� vvv D - / / I _ - / / I I / v v IIII �/ l I vv - ' _ / / / / / / III / / / / / / / / / / V I / I I / \ I \ � 1 v / I I I I(I I V A V A v Sheet No. / / / / � / / / � \ / v � /-' v V v \� / - IIIIIIII�IIIIII// % / / I/ A� \\ VA� v vv v A\ VA� GRAPHIC SCALE - �/ / / v I I - / I � / // / V A V / ( / � ) l l)// / v v -_ II III I1I I / I / / V / \ 1\--'i / / / /1/ III I�_--� / / / / / / / ) � vVAA�v \ \ I IIII I \ / v / / I I// / v/�v v V <� IIIIII�11111111 �/ I / / ) �\ 1� / / / / / / / / / I I / - / I / / / / / A v V I / v / / I / v v I I / \ \ \ I ) / 100 0 50 100 200 / ll I / l l l � l - / // / v v ; 1 I;; I I; .';II; / 1 / / / l I l / / C-704 / / / 1 INCH =-100 FEET -- l /l /, �/ l/ - � I l , / v //' , I I v AVI,,h / / . I / l,�/// _ v v v. I�u!!.IId�I�,,II"\v/ I I l ��,//z //�/�/, 1, l //Iv�( 05.20.2022 00 I- � ~ N N -6 00 Q� N N z W U o O = � U O O CV O (DO W 0 O CZ co ^l O i T 0-0 rn rn O Oz L a +.J o 000 UN z U) C ■ 0 Cn W `D O L cr cr LU 2 U) Cza) N " > a) O O oo N CONSTRUCTION SCHEDULE: -� !%-; z/,�/ � � ,-�, v `v `�-'' �/ 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM TOWN OF EROSION CONTROL LEGEND: %_ - % j -- /j , z � / � � \_ //,-�- - ` � , STALLINGS & DEMLR. % - - '� --�- - j 11 , / _�, � � / / / / , CONSTRUCTION ENTRANCE / - - , Z / / / - -V / / , 2. SET UP ON -SITE PRECONSTRUCTION CONFERENCE WITH THE EROSION � � / , , � ox / / / / \ A - � � \ � \ /�� / / / / / CONTROL INSPECTOR. FAILURE TO SCHEDULE SUCH CONFERENCE 48 - / � - / / / A A �r o, / /� l / / / HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND DENUDED LIMIT - - - __ - i � / / / - - \ _ - _\ \ 1` / _ / / / / IS SUBJECT TO FINE. SILT FENCE - � � �- � / // � - �� \ // � / Q // / / / 3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND OTHER EROSION � - - - / / / / y O %/ / / / / CONTROL MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS DOUBLE ROW HIGH HAZARD SILT FENCE • - - - J / \ \� \ �' /�/ NECESSARY TO INSTALL THESE DEVICES. INSTALL ANY ADDITIONAL - - - - - - - / / / Q� �o\z MEASURES AS DIRECTED BY INSPECTOR AT PRECONSTRUCTION xx TREE PROTECTION FENCE - - - - - /� �� v , ,// t / / / / / CONFERENCE. - ' - - STONE INLET PROTECTION _ _ _ / / \ �� Q �o / A - / 4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. ONCE THE INSPECTOR - _ - - \ __ � � C� Z �' // / APPROVES AND THE GRADING PERMIT IS ISSUED, CLEARING AND _ _ / - - - , �� / , \ / A GRUBBING MAY BEGIN. CATCH BASIN INLET PROTECTION - - ' �_z - o°�o �� /�� V - - � / / / / 0 / V A / 5. INSTALL DIVERSION DITCHES, ROCK CHECK DAMS, INITIAL SKIMMER _ - / � Q / � 680 / / BASINS, RIPRAP APRONS AT ALL PIPED OUTLETS, AND ALL OTHER STONE SILT FENCE OUTLET - - - - - - - _ - - - ' 1 �V ` - _ _ - EROSION CONTROL MEASURS AS SHOWN. DIVERSION DITCHES SHALL BE PROPOSED STORM DRAINAGE - \ �Q /I - - � LINED WITH NORTH AMERICAN GREEN S75 CHANNEL LINER (OR - - - - - - - - - - - -� - - - 11 - - - - _ _ . APPROVED EQUAL) AND STABILIZED IMMEDIATELY. - - - - - - EXISTING STORM DRAINAGE - - - ,,----/ /-.'� r - - - - - - - / -� --- 6. SEDIMENT BASINS, INCLUDING BASIN WALLS, SHALL BE STABILIZED ohe EXISTING OVERHEAD ELECTRIC / ,�� / - - -675- IMMEDIATELY AFTER INSTALLATION. / , r 675- �� -�� ^ I , - - - - - - t EXISTING TELEPHONE � � - - - eo __ _ _ _ 7. INSTALL SWALE ALONG EASTERN PROPERTY LINE AND STORM DRAINAGE / / SYSTEM TO ROUTE BYPASS DRAINAGE AREA AS SHOWN ON EC PHASE I uge EXISTING UNDERGROUND ELECTRIC - - ' _ - - - - � \ 1 ` / \ // ) / , - -- - - _ PLANS. ---- \ \ / _ --- - ugt EXISTING UNDERGROUND TELEPHONE - - - - , \ _,/ - 8. BEGIN DEMOLITION, CLEARING AND GRUBBING THE REMAINDER OF THE / \ \ � /// " \ � SITE. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EXISTING WATER LINE / \ 1-1 / Q��^ I / - EROSION CONTROL DEVICES AND STRUCTURES DURING GRADING g EXISTING GAS LINE \ \ _ - __ - / °Q�' /// // �� OPERATIONS. - - ao /V �� r o,' NWP 12 NOTES: UTILITY LINE ACTIVITIES. ACTIVITIES REQUIRED FOR THE CONSTRUCTION, MAINTENANCE, REPAIR, AND REMOVAL OF UTILITY LINES AND ASSOCIATED FACILITIES IN WATERS OF THE UNITED STATES, PROVIDED THE ACTIVITY DOES NOT RESULT IN THE LOSS OF GREATER THAN 1/2-ACRE OF WATERS OF THE UNITED STATES FOR EACH SINGLE AND COMPLETE PROJECT. UTILITY LINES: THIS NWP AUTHORIZES DISCHARGES OF DREDGED OR FILL MATERIAL INTO WATERS OF THE UNITED STATES AND STRUCTURES OR WORK IN NAVIGABLE WATERS FOR CROSSINGS OF THOSE WATERS ASSOCIATED WITH THE CONSTRUCTION, MAINTENANCE, OR REPAIR OF UTILITY LINES, INCLUDING OUTFALL AND INTAKE STRUCTURES. THERE MUST BE NO CHANGE IN PRE -CONSTRUCTION CONTOURS OF WATERS OF THE UNITED STATES. A "UTILITY LINE"IS DEFINED AS ANY PIPE OR PIPELINE FOR THE TRANSPORTATION OF ANY GASEOUS, LIQUID, LIQUESCENT, OR SLURRY SUBSTANCE, FOR ANY PURPOSE, AND ANY CABLE, LINE, OR WIRE FOR THE TRANSMISSION FOR ANY PURPOSE OF ELECTRICAL ENERGY, TELEPHONE, AND TELEGRAPH MESSAGES, AND INTERNET, RADIO, AND TELEVISION COMMUNICATION. THE TERM "UTILITY LINE"DOES NOT INCLUDE DRAINAGE TILE OR FRENCH DRAINS, BUT IT DOES APPLY TO PIPES CONVEYING DRAINAGE FROM ANOTHER AREA. U R B A N DESIGN PARTNERS 1213 w morehead st ste 450 charlotte, nc 28208 P 704.334.3303 u rbandesi gn partners. com nc firm no: P-0418 sc coa no: C-03044 \``\\I,\ 1 CARD // 0�'FESS 0- ,P � . �. -y A r' 0 = EXISTING UTILITY POLE \ - - - \ N '%,r '•NGINE. // / / EXTENSIVE GRAVEL LAYERS, CREATING A FRENCH DRAIN EFFECT). ANY / 9. AS AREAS ARE BROUGHT TO GRADE, IMMEDIATELY STABILIZE THEM. % '9/V S. '� SLOPE DRAINS AND DIVERSION DITCHES SHOULD BE CONTINUOUSLY \ � \ �/ �/ / / - - - - - - EXPOSED SLOPES AND STREAM BANKS MUST SI STABILIZED IMMEDIATELY '////////rDiii��loo STREAM BUFFER i UPON COMPLETION OF THE UTILITY LINE CROSSING OF EACH WATERBODY. MOVED UP THE SLOPE AS FILL INCREASES. ADJUST SEDIMENT BASINS 1 v � � / v __ __ & 2 TO FINAL CONFIGURATION AS ADJACENT AREAS ARE BROUGHT TO TEMPORARY SILT DITCH \ - - - ^o / 1) FINAL GRADE. - v vvv v� - - �� , �� _ - _ r �� - - v � - - v o / i/� �� _=w E�CHECI-DAMv_ --� -- - �� wv /� � / / ----"� /� 10. REMOVE SEDIMENT BASIN 3 AS ADJACENT AREAS ARE BROUGHT TO (\ __ � _ - �-- �< v�� \ � - - - = _ - ___� _ _ _ - _- \ \yv� a % - V� _ - y�A�VA�� VA\ ��\ - - - �� - - - - v� ij, �_ A �� / Michael Thomas Helms - \ \\ - - - �� - - - - __- - v � -i A\V A v \ N. 07099009 FINAL GRADE. BASIN 3 TO ONLY BE REMOVED ONCE STORM UP TO THE - _ -vv vv,'- � - - - � _ - -- - - A vv A - v - � v BASIN IS TAKING FLOW DIRECTED AT THAT BASIN. �A /_- �\\� ��V��\� _ _ _ �_ y �� _ %i �� AVAw \ VA \ l �\ zoN24 Pg 3a5 v �� - - - �- f / \\ --_Z v, V�� ,,� - - _�/ �- \\�w �v I�'v / I I / - - �- i - - �- - (To n of Stallin s i- - / / AA\\ \ - - /� i� -- _� - - /�/�� - V A AA \\\ \ V A \� i / 11. GRADE IN THE DRIVEWAY AND PARKING LOT AND CONSTRUCT CHANNELS) / A - - - �� \\\ , -_i - � _� -- _ _ /- - �� \ � S neon count) � - -� / / _ - _ v vv vvv\v vv _ - - v -, -/ ,,wvv�vvv v v � , � , _ � �� N- - �� _ 1 / L f- AND SWALES, PROVIDING SLOPE PROTECTION AS NEEDED. / �� \ \\\ _ - -__ - - ' - � - - �� ( / �/ A V /�- � - --,- -�_ v�-- -/ �� \\VAA\\\ \� �� ;� i �L / _\ \��/ l/l //// ��\\A��\\\VA�A_� % �vA��- =� -i �V��\\rna�\\VAA\\� \V - y ��- s� � / 1 � / 0) 12. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE / / / _ \\\ \\ \\\\ - _ \ - - _ - _ _ - \ \\\ ` \ \\\ \\ - - - / \ \ - -- : / _ i l / i - \ \\ �_ �-- � - THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE/MULCH = �// / / \ \\� _ -_ -__ -- � � _ ' - \ - _ - -� - - \ \ \\\ \\\\ \\\\ ( -----_ S_ _ _ _ _ -_ IMMEDIATELY. - -/ // / %/ \�A \\�\VA v��_��--% �� % _� �- -- V A\\VV A / ��.v � s� �� s-�----ss=---- / / / - ��v� �- �_� - - A - - - - - - - v \ \ V A\ V A\\\ / vim\ - -s / I - -- _ - - �� (z / // /// AA \\ v�� v - - - v s \ \ y�,� - - \ - -ss- --�- - = - - - -- i +� \ \ �-- \ -- - \� \-� �� \ V AA \V�� -� \ - - - - \ \ �� A �',� - - - - - - - - T 4 13. COMPLETE UTILITY CONSTRUCTION &STABILIZE THESE AREAS UPON - / I ((� I i/ \ V vv-� �'ov � - �- � - - - - - - \ V A \ VAV A\ \ \ - ��- _ -� -� _ - - - -- -' l / V \ \ 1 A" v\\ -- - // - -v - v _- A A 67 - _ \ �� _�_ � -T- ss-_ - - - - -664 - k' COMPLETION OF INSTALLATION. o / \ \ - / / - \- - - - \ \ \ \ \ \ \ // \ \ _ j��` \ _ 5S� -_ - - - ' - - _ _ _ 6 ��6y� / / / \ \ \ \ \ \ \ - / - \\ \ \ \ \ \ ooa d Bgayy�r �\ D \ \ _� / \o RRR7T PEGGY DRYS 658 ,�, - \ ��{{ A li I I I I I I - A \ �\ \� A \' / - - - - - - - \ \ , b, P. �ela er _ _ _ _ PIR_ 07099003A - - - - 658 \ � V 14. CONTRACTOR TO VISUALLY INSPECT SILT FENCE LOCATED BY THE � �- \ \ \ \\ \ \ - � - � �/ - \ \ - - - - \\ \ 0 9 23 I I - S \ \ ' CREEK AND MAINTAIN AS NEEDED THROUGHOUT SANITARY SEWER �� - I \\ \ \ - - - - - - - - \ \ fi - - - _ V A VA V AA� --�/ / / _ A V� - - - - - A V A \ N �eed R�f n e Fo n� ( io of 6. ( Z _�� own of S�'all n s -__ 64 INSTALLATION. �� \- V � \ Vv v - � / - v A \ V I - - �� g = -6 _ ,��6 \i \ \�� I I I \ \ , \ v - / V - - - - - A A� \ �L t � .� I I V A �� \ ��_ - - - - (union count - --. / W i \ \ V V > A / A\\ Pot bh t8, Fie3 A -_-�-- Y( V A \ \ 3 - - - i A -� - - _ - - - - - -- �� V - �� / h - ' �_X-__ �� / I /v� v vv v vv v - / - vvv _ A VAA �7�N�:I A �/ / , --- ---- -�G � i i- v v - - \- - 15. CONTACT INSPECTOR FOR INSPECTION OF COMPLETED CONSTRUCTION. AA V % (( \ \ _ - A Tbwn ofjtll)n'�\ � - --- v A �cz V V AA I I AA \ \ �- i _ AA - _ - - I ( I �0 Buildin V 675� r S ate _ - v / A ! % � - �-- A �� / �i �� - VA \ \_- / / / I / - A A VA V �� - i - V� - � /( ni�n , ,l r \ 0 p a lIV=2MQ�999.3� - - � �- -�- yA V A i �'� / / 16. UPON INSPECTION AND APPROVAL, REMOVE ONLY THOSE EROSION �� VVA � l I / � �v � __ - - - - A A \ V - - _ - - o \ / I / % �,�� - _ � - j �D� - _ _ _ vvI _ w- v � - - / / ,� _�_v �� I l / /� v v - vvv - _ v / \ 3�=---- - v� 1, A A - - V =N_7__ U-- - v- vA-\V�A -_ // // ,j CONTROL DEVICES AS INSTRUCTED BY THE INSPECTOR. /\ �/ / -_ v � - v v I I // �,j .qy� /45�1- -sao - vv AVA\ �/ / i V \\� V A // / �/ / / - V �\ -_ - - - _ \I V A V �� \ I I / I / / / / / / I I // �lf-j _�/%L� n,o\oirat - - - - - - � v- wA \ \ \ \ V - A A A \ - � - _ \\V�\ 664 �� / 17. REQUEST FINAL INSPECTION FROM INSPECTOR. A A / / \ / - - v \- - v �� A \ \ % - ' sse - - - _ _ _ - �� --�� vVA V /� / / / \V / / s \ / ----- v v v \ i /i // :::_ _ v V A � - � -A -_ v -_ ��vvvv \ VA � / v v/ //� / _ - � -- - vv v v / //� I� v // / _ vvAvv v �� / 18. UPON APPROVAL, REMOVE ALL REMAINING EROSION CONTROL DEVICES, � \ \A� / / / - - __ _ V A V A A / ) / / / / I �h 685 v v �� 6e5- v��\\\ VA�\ \ \ V l 6° 1) �/ � �/ /, \ / - - \ 11, SEEDING AS NECESSARY UPON THIS REMOVAL. A \ V / V // - - \� - - __ V A A \ V A I / / / / / / I // o� �, BUILDING 4 v v � v �� -_ VA \ \\v A �\ SURR� T PEGGr DRYS ' �I �� / A/ / // ' I I � \ \ //// / // �\ �V V A V A / �� 689` V i v \ \ \ \ \ 6 �� / \ \ - \ v v V \ \ / / % / L (TYPE 2 M s -� _ , A \\\� Pn s 07099003 i�" ( / / / \ \ - / // �/ / v \ V A / % / / / / O) _ - \ \ \\ \ \ zolk: MU-7 664- / / 19. SAND BED TO BE INSTALLED AFTER CONSTRUCTION IS COMPLETE AND / / / \ v \ � �� r' - - - - - A \ A V / \ \ \ \ / �\ V \ / / A \ N V A \ / l I sae - A I \ V �\ \ \\ \ (Town of talrngs( °'" �� , o I / , _\ / \ // /// v \ 1 1 / � / / / s/ 11 / �// �1 _ _ _ v / \V A \ �''�-,7,0 / Ei l 2 / U) SKIMMER HAS BEEN REMOVED. PERMANENTLY SEAL THE ORIFICE THAT \ V A \ V / / / / Le is M. torn s / _ -see - A \ \\ (union �nty) �' b�/ , l �y WAS USED TO TIE THE SKIMMER TO THE OUTLET STRUCTURE UPON \ �A / �/ / / i r �\ V / A \ \ \ V A l / / \°/ 2 s 90 I A �� , ®®®® 690 v ss v v I \ v 1 �A V AV A \ \ 5Z �� ' . / / l / l /lN 6/50 // REMOVAL. AA -� / /// ,Z/- V A V A / \ B 32��0 Ida/ \ \ / / _ _-- / , I, \ � I \ ) / A / Dz N : s-k 4 ( I o - \ �� \ I � �� \\ \\\\ , �l A""// y // / l N, 0� 9/3D/ \ - - , / V A \ I ) A ) I / / Town of St rli gs i _ t ® /' \� / °' / o / / �/ A A \ l / / A f \ /d� / i _ BUILDING 5 �� A A �, �A V�\\V 10 , // / I /lam / l / I l l / // / A// GENERAL NOTES: - - I / / / / Unonlcoun y> \ /� v - (TYPE 1) v � _ - ( I /�/ / / ° / / / /// \ / / / // /// //I \ \ - _ - _ v v V AIlo II �"�� //,.;�b� / •• ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN \ V / //� / i A\ / / / / l / / / l \ /v / 695 ®® \ \ \ �\ " III , �� AV�� /' o , ,' eO -\ / A l l / l// l /A A/ ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL - - ' / / / - I I / ) / / / / / / / �� / \ /'' 6 ®® �` V A / / s I V Ate` V A\ 5P % oar-' ,/ / / / / /� / / / �l / PLANNING AND DESIGN MANUAL AND U.S. DEPARTMENT OF , I / I '05 69 - ( / / / 0 66� - A' / / / / �/ / // /' ■ C AGRICULTURE. - - � I / / / / / / // / / R6�11/ l // / , /- v i - / - _ _ I( �A I I I / / / / / / / / I 1 \ \o� v / / ;' / 4� � I I I I I I I -I I (/ •• FOR PHASED EROSION CONTROL PLAN, CONTRACTOR SHALL MEET WITH 5- A / / / / / / I I / / / � �� 8x / / / ¢�_� / /� -700- - ' / \ / / �' , %/ / / \ I I / I / ,� V - j3 / T�N� / 3� P'�� / / __- / v / / \ / / / / �/ / I � I V� l '"",/ / / / / I I I ��I� �� (I I EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH / / / / / / / 1 / NTA� E / _ _ \ _ / / / / / \ ( I � 7 / / / / I � I PHASE OF EROSION CONTROL MEASURES. / / / / / / / / AV, / P (i � 2 v __/ J�� i / / / I � �;„ / / � � �) W a. _ / 253 Stevens ill Rd LLC / l l A 7 41 -� � "� - lJ �hilli�Da id Qr Hei4 \ \ / / /ram �l / 1 v A / / / PID: i572709 / l / l l l / / / / / ��/ LI9V� / / l- v V Me z q l l / PIN: 07099glO2 / / / / � � l l /\ l l i , , / yy ) \ / / / / I I I I I I / - - - V A \ - - ti V A / / D8 8 P 489/ A / l l V /, / �� yw Q - 1 < / _ A \ \ � \ �_ / - ZONE:�k-S / / / l l / �/ \ � � � � \ _ �/� CLUBHOUSE B _ u / / ° o7�2 M �1� / / / A / � � l / /I lrl, wA / / / / / I I I � � I � � � � i l �� - - V A V A / % (Tow of Maw we s) �/ / / / / // /q D P'/V'� V A ' - oo \ Q �1/ a e' ® A BUILDING 6 I ! � I / / (T wn /of 1tollings) / / A / / l l �� l I �r r I ; // / / / V A / VA 1 ALL .- - - v v v v _/ v v � - e klenb&i'o cow) / i i / / s . oeb� ey / �� - �� ,; BUILDING 3 for v TYPE 1 / %(un/on/ au ty> \ / / l l l l I , / l I ;11 / / / v / / / / / / J � ) v \ A \ - / - / i E 4. - / - TYPE 2 \ o ( ) / / / / / / , n / / �� \ - vA v v --- / 720- i 1 �� o / / / � / / A / �\) �E\DETAIL SHEET .15 R\, ' CpL WALE - v l l / �i / i _ o / / / / A / / / A , r / -,' / / / / / !\� V � �/ �.i�- / �� \ o / \ / / l l/l� �1&TA LOTION DETAlL .. 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ZONE: MU-2 -_ _/ / / / ) I I / / v / / / ) / ,I I I / � - , v v v v v� v , ZOKE LI-CZ , �1II / / / � I I I I / // / . 0 -I- o / / / / / / - (nion country \ V BOTTOM ELEV: 676.50 \ <Taw Gaf stallings) / / / / % / / / / / / � / / / /\ / /\ / / Sao / / f II 11 / l \ ) \ � �A \\/ I /y� / / �� SKIMMER ELEV: 676.50 V (Una �county> ( I,�II) III % / / // / / / / f I I I / / / / // / z � SEDIMENT STORAGE: 2' I / / / / / 1 / / / 1 / / v v / / / v ( I / / / / / v // / / III III) I I I vv v v) I I / / / / i ro yy TOP OF BERM ELEV: 683.00 v \ v - - v I I I III I II( / / / / �� 0 /// / / / / / ) / / / // / BEFORE YOU DIG! \ / / I V I I I � I J / cGeel CI'll,tio \ III � // \ l)' o� �l / / l l l / / / / / / / A / / / / / / \ lN: 0 702033 eo v SPILLWAY ELEV: 681.00 v 1111 / 6 / / / / / / / / CALL IM11 OR 1-800-632-4949 / / / / / / / / / / / / I I I I I I / / DB 39 Pg 786 EMERGENCY SPILLWAY ELEV: 682.00 A � � \ II11 / A . l ) / / // / // / / / // / / / / / � � I I // / I v5 � �� / / // / / / // Project No: 20-CLT-021 �/ / / / / - / I I I / Tract 7 � / / / / N.C. ONE -CALL CENTER / / / / A \/ / / / / / A / / / � I ) I I I I / Pla cabinet File 368A EMERGENCY SPILLWAY WIDTH: 40' \ / / A \ �- .. � / \ /// / A \/ / / / / // / / z / / / / , - / / / / / / \ / / / I I I I I I I / ZONE. Li-cz SKIMMER: 5" - - II� III / / / / v� o //l /� �/ / �/ /// lI I IT'S THE LAW! Date: 11.06.2020 / / �� / / / / / � / / / / / I I I ML/-2 (Town oA Stallings) r I �� 111 I I �I \ /� / // ( / / / -- / / / / / L_- �, / // / / / / \ / / / / / / / / / /� - / / / / / / / I \ \ I I / <Unlon county) ORIFICE DIAMETER: 3" \ I I I �j - - - /-/ A / / Designed By: UDP / // , / - � / /� / III I , I I I II I v x "IIIII,��I� I �I ; v/ /// //v // /I I I I / �/ / / / / / / // �/ - / / / / / / / / / / I I I I / III I / / / I V A / / / / I v / I IIIII,II I II 1 ) I / / ///// / \ / l ( Checked By: UDP / / / / / / J , � I I � -_ / / / / // / / I I I I , / / / , / I / , / ) v vv IIII I,111 J , I / 0/ �I I I I D / / i _- / / I I / v v III Ii / l I v v ' / / / / I / / / / / / / / / / A / I / \ / � / 1 v / I(I I ( \ A V A Sheet No. / / v I / / / / I / v / / /' v / v \( / - IIII IIII�IIIIII// � % I I / / I/ \ \ \ VA� v vv v A \ VA� GRAPHIC SCALE - / / / / I - l I � \ / / l A V < / /�/ / v v - 11 �II I�I I / / / V v \ 1 \ -''� / / / / /)/ III r ---/ / A / / / / / / � vV A A� v \ \ I I11 \ � � � / I / // / vv�� v �� II IIIIII�IIIIIIII �/ I / / ) �\ )� ) / / / / / A v A - / / / \ V A v V I I I / / / / / I / / \ \ \ I \ 100 0 50 100 200 / // v / / / v ,11 - / l // / v v ; 1 I;Jil ; �';II; / 1 / � M v / / / / / C-7m8 \ \ 1 INCH =_100 FEET --- l � l A, �� / - , l , / l (, v A V/,�Ii1 \ / / /// _ v v. � II��.IIi�I1�,,11�\ � A l �� ,/ � Z //�, / l , l A \/ i �( MATERIAL RESULTING FROM TRENCH EXCAVATION MAY BE TEMPORARILY SIDECAST INTO WATERS OF THE UNITED STATES FOR NO MORE THAN THREE MONTHS, PROVIDED THE MATERIAL IS NOT PLACED IN SUCH A MANNER THAT IT IS DISPERSED BY CURRENTS OR OTHER FORCES. THE DISTRICT ENGINEER MAY EXTEND THE PERIOD OF TEMPORARY SIDE CASTING FOR NO MORE THAN A TOTAL OF 180 DAYS, WHERE APPROPRIATE. IN WETLANDS, THE TOP 6 TO 12 INCHES OF THE TRENCH SHOULD NORMALLY BE BACKFILLED WITH TOPSOIL FROM THE TRENCH. THE TRENCH CANNOT BE CONSTRUCTED OR BACKFILLED IN SUCH A MANNER AS TO DRAIN WATERS OF THE UNITED STATES (E.G., BACKFILLING WITH 05.20.2022 00 T I- � ~ N N - 00 Q� N N z W U o O = � U O O CM O (�1/) O W 0 O CZ 06 ^l i T aO O O 0 r_ 0 Oz L a ---+ , O 000 UN Z vi O C: - � Cn cz 0 - L -0 Ir LU 2 Cz a) N L > a- O Ooo N