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HomeMy WebLinkAboutSW6230401_Plansheet - C3.2 Erosion Control Plan_20230612 (2) �lk,Na,N� GROUND STABILIZATION REQUIREMENTS SYMBOL PRACTICE DESCRIPTION -N << 3 CONTRACTOR SHALL BE REQUIRED TO ESTABLISH GROUND PLO ? O� STABILIZATION AS PER FOLLOWING CHART. C� CONSTRUCTION LIMITS A DEFINEDAREA THATALL LAND DISTURBANCE WILL OCCUR o DURING CONSTRUCTION. _ E a SITE AREA STABILIZATION STABILIZATION TIME APPLICABLE _ 35 s DESCRIPTION TIME FRAME FRAME EXCEPTIONS THIS PROJECT �= SEEDING SCHEDULE FOR Ds3 NOTES: o a ? PERIMETER DIKES, 7 DAYS NONE PERMANENT VEGETATION .NGINEF:�' P� �O o SWALES, DITCHES AND YES GIANT BERMUDA SEED, INCLUDING NK-3 7, SHALL NOT BE USED. �O••E..H\���\\ SCHEDULE COMMON NAME RATE PER ACRE PLANTING OFS7 \ SLOPES NO. OF SEED (LBS.) DATES THE CONTRACTOR SHALL OBTAIN SATISFACTORY STAND OF ,,...`` ��yy B�NFOgK HIGH QUALITY WATER 7 DAYS NONE COMMON E 210 MARCH 16 SUFFICIENTLY TOSURVPERENNIAL IIVEDRY ERIODSAND WIN ER WEATHER,WHOSE ROOT SYSTEM SHALL BE AND SITE (H QW) ZONES NO 1 PED (HULLLEDD)) TO BE CAPABLE OF RE-ESTABLISHMENT IN THE SPRING. THE PERENNIAL O F� FLATTER THAN 4:1 TALL FESCUE 140 AUG. 31 70GIVE COVER SHALL HAVE A T SEEDEDNIMUM L AGE DENSITY OF M FORE O PLC h'��F/2 SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR LESS SEPT. 1 RATES OFAPPLICATION NECESSARY TO PRODUCE THE REQUIRED 0 ��S THAN 3:1 I N LENGTH AN D ARE NOT 2 COMMON BERMUDA 175 TO STAND OF GRASS,AND SHALL FOLLOW THEAPPLICATION N NO (UNHULLED) MARCH 15 PROCEDURES AS SPECIFIED HEREIN. r-1 CAA p STEEPER THAN 2:1 14 DAYS U can c FLOOD HAZARD:ZONE X ARE ALLOWED z M 'L MAP: 3710958400J r-� ai EFFECTIVE:3 OCT.2006 2 SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES GREATER N rn rn aj 1,0 VICINITY MAP FLATTER THAN 50 FEET IN LENGTH YES 0 U 000 .- rn 00 NOT TOSCALE Z ALL OTHER AREAS 14 DAYS NONE z cI c: O WITH SLOPES (EXCEPT FOR PERIMETER YES CONSTRUCTION SEQUENCE & EROSION CONTROL L Ln a� a FLATTER THAN 4:1 AND HQW ZONES) MEASURES - FINAL PHASE: �; o m TYPICAL GROUND COVER STABILIZATION TYPES - GRASS -zj Ql = aj AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE 1.UPON COMPLETING ALL SITE IMPROVEMENTS AND FINAL GRADING,STABILIZE ALL DISTURBED AREAS L m r-I = cn STRAW MATTING, SYNTHETIC MATTING, ETC. PER LANDSCAPE PLAN.WATER AND MAINTAIN ALL LANDSCAPED AREAS TO ENSURE PROPER GROUND U Cn Ql -c � COVERAGE PRIOR TO FINAL APPROVAL -0 Ol . _ @) U 2.PERIMETER MEASURES,SILT FENCE AND TEMPORARY DIVERSION MUST BE LEFT INPLACE UNTIL ALL _�_ N Cu J UPLAND AREAS ARE STABILIZED WITH PERMANENT VEGETATION. O (6 U L xJ-_ - z 3.SEE SEEDING SCHEDULE PROVIDED IN EROSION CONTROL DETAIL. � m S 4.AFTER SITE IS PERMANENTLY STABILIZED,REMOVE ALL TEMPORARY EROSION CONTROL MEASURES O � AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE.SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO .� \ PERMANENT BMPS UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.(GS 113A-57(3).15A NCAC 04B.0113) 1 9:3- ai \ Jti 1 S.WHEN THE PROJECT IS COMPLETE,THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC M PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT,VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED \ \ A OUT. PI 585-05-3139�000 j PIN-9585-05-4114.000 PIN 9585Z05 - -4097.000 BU LEY RICHARD ST JULIAN E®Wf�RD BETHEA I/RANCES M W/PG: 135/0176 l �BIPG:3620/0428 DB/PG:1870/0963 W V W _ G—W f E""WATER MAN W L _ / r �06KSLN �_ _ - - - � - - - - - _--W o W — W � S 5°35'az°e zao.zr [J /_ —� � 1 r t r r >nr- 5 / y Z PIN-9585-04-1924.000 CL D �OOJAMES ERIC B/PG:2582/017il- 14 T ��T74� PIN-9585-04-3766.00 ' j / r� 145 �� PI 85-0 4-2892.000 SMITH V�ILLIAM R / 1 SF .7 ;SF 91 A" .:Q 1 AC —148 L4 f L� S 19 2 r zg - - - — > o ° OE _3 2828384 DS3 E / /382 E � O � r �� 381 381 � 00 39 38100 r / 80' ae�� / j,00 � M fl31, y �r PROPOSED SUMSO' BUILDING A — 1 f 12.000 Sr j r l r � sA /�� / _ / CL PERMANENT POND TRANSITION: { v SEE SHE T C14.1 FOR POND DETAIL � / -,\ - - - -'r 1 �y r J RIP RAP OUTLET APRON 02 \ i 3690 LENGTH: 14' / � ) —WIDTH AT PIPE OUTLET:2' WIDTH AT TERMINUS:7.5' USE CLASS A RIP RAP f S Q s l /� 372 370 369 �9. 5 MIN. 1.0'THICK ON FILTER FABRIC ✓ r / Z o =ti t = ��— / ❑ �--� i LL E6 �VJ�J O W 1 9.59' FMB i� _ - ram �_ ^_--F-N1� �' - ,� 'Ce �. L ���J "� 'e '6y ;gee ' ✓ 77 ti �� ~� / / J\ �+ FM FM -- - DS36"Z`�btFl M ate a Win. �����F1����/'cam F jM� Lti F � —__ - --- - — __--_ —__-= CL __ _ — i --_ �� �� — , W O Ds3 CL un WVV� � _ ' _ ` I I C C �� a 1� �� r �° /a _�.�%� U �/ — — _ �_ — — — — W ��� �� ��` R WATER.Q r �t LL 37 �Zz S f� 5 J O 171 62 U 16. SCALE IN FEET �� DESIGNED BY: JEH d � ) «j 0' 25 50 100 rf DRAWN BY: LQ LQ NO. REVISION DESCRIPTION: DATE: APPROVED BY: JEH Know what's below Call before you dig. 1 SHEET ® Dial 811 2 Or Call 800-632-4949 3 C3 . 2 4 CIVIL