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Home My WebLink AboutSW6240605_Plansheet - Other_20240618 (3) \\\1111111111111///// FINAL �N oARo McDOUGLAS RD FOR = SEAL - - -vim — — _ =��'�...o•�o03 c5i6NE7�0SITE REVIEWo -A � ALL REQUIRED 0 � ONLY Z -)3 X E. N\� MATTING MUST o \ V A \ v � � - - - - / \ �� _ - - - — _ _ ;�� i� ``r o BE INSTALLED - - g« A V �� A � — / — / ,' too 1 1 I � — � _ _ _ — � _ v v u nm c \ — — — �� MCCORMICK FARMS — — — -- — — —_ — — VICINITY MAP — — — 9Z� LTD PARTNERSHIP v — — — — — —_ / � �aj NOT TOSCALE IMMEDIATELY _ _ _ _ _ _ _ _ PF465 Nw — / M �p - - - _ - - � — �� — — - - — —��°� �� w 624.03 V� � �� D�133, �\ \ _� - - / O U 00 M �� _ _ F-1 — Z� A \ � / 0UPON GRADING _ - - - � @ � Lr) � ai \ I -EX.WETLAND �� — — — Z \� VAS VAS h / O M _ �— NOTE: IMMEDIATLEY UPON V A \ V A �� / — U C 01 _ OJ GRADING OF LOT SWALES, ALL (6 r-I — cn z - - _� - - - \ MUST BE STABILIZED WITH � � � V I � � � � � � �e� 4 � � � � � � � — _ — U � � � c EROSION CONTROL MATTING. �� \ �� v MATTING CALL-OUTS INDICATED Ex.wErLAN� — N \ _ - - — 9Lz- - � ON PLANS _ - - - - � � \ SK�3 �� _ L_ x O (� CONSTRUCTION SEQUENCE & EROSION CONTROL o \\ ``� _ — — —f— — — — — — — — — — _� _ �� _ _> �� w _ _ — — _ _ cn z MEASURES - CONSTRUCTION PHASE: PHASE 3 — _ _ _ _ _ —_ -99 — \ — — 1. CONSTRUCT INDIVIDUAL LOT SWALE AS SHOWN ON THE PLANS. _ � Z _ — —� _ _ — `� ' OJ _ NAG P-500 - 2. PROVIDE EROSION CONTROL MATTING AS SHOWN ON THE PLAN. IMMEDIATELY — — — — — ��l I I 5� " — MATTING I ^ \ _ _ _ �� __ 9�� M STABILIZED WITHIN 7 DAY GROUND COVER REQUIREMENT. ,! z— Nisz - - - I — — — _ - - - - — _ -i- I _ ,sue NAG P-500 NAG P 500 -7 _ NAG P-500 \^ / 3. COMPLETE ALL REMAINING SITE IMPROVEMENTS. I — — — — —c8z T MATTING.(TYP MATTING \ — MATTING �Z } _ _ �8 <<2 \ I — OF ALL-DASHED — I — — — � �� — — 4. PLACE FINAL ASPHALT LAYER AND PAVEMENT MARKING AS REQUIRED. — — — — 1�s� — — — I LINES} � I — Po — — — I � _ 7 o, — z w LU Q a � , I - Ln w ECP — — I �— .ti �� ti RECP STING — — r Q NAG S75BN — — — — iZ� BASIN REMOVAL SEQUENCE: - - - - - � __-_ _ - __� - MATTING. ECP 9Q v I � �" � � '� - - - _ RECP - — I RECP I- RECP \ RECP ni 1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL _ I _ _ _ — J �- — — — _ J _ _ _ _ 8 _ Q NAG S75BN V � ENGINEER/CONSULTANT TO DETERMINE IF THE BASIN CAN BE — -- — — 80 0 80.00' — — _ _ J = v) MATTING. v, \I`�° RECP ~ �� \ REMOVED. INSTALL SILT FENCING AND EXTEND TO PROPERTY -- — — — — — — _ _ _ _ _ I — _ — — — \ W �- �� ` NAG P-500 cn Q RECP �Q / MATTING / w w CORNER. � NAG S75BN —_ .00 s0 2+0o s — — MATTING. l� — NAG S75BN <m PIN VISTA WAY oso _ +_ — \ _ — 2 0 2. REMOVE BASIN AND ASSOCIATED TEMPORARY DIVERSION -�50 pg. iW�ttT —�— — — —+ — — �— — _ 8? I \ t — MATTING. 11 — _ %4 DITCHES. FINE GRADE AREAS IN PREPARATION FOR SEEDING. _ i — w �� P VISv Wqy — _ -�_ Jtiti \ \ w (SjPUS 81.0_ _288 ��£ — — — — . — — — � w R�W&UTILITY � - � � � � \ �c,�P NAG S75BN 3. PERFORM SEEDBED PREPARATION, SEED, MULCH AND — — MATTING. ASPHALT TACH AND RESULTING BARE AREA IMMEDIATELY. EX.8"WATER LINE — — — — � — 4. WHEN SITE IS FULLY STABILIZED, CALL NCDEQ FOR APPROVAL — — — — — EASEMENT RECP TEMP.ACCESS OF REMOVING REMAINING TEMPORARY EROSION CONTROL — (PHASE 1) I r050 MEASURES AND ADVICE ON WHEN SITE CAN BE ISSUES A — — — CERITIFICATE OF COMPLETION. — NAG S75BN I I \ + MATTING i NAG S75BN 45 — MATTING o � ECP � \ NLn =S7 � � � � � - � � - — � � \ LQD CONSTRUCTION SEQUENCE & EROSION CONTROL I LOD I " s�q� v i 1 _ �F \ MEASURES FINAL PHASE: 39 RECP 4O �, 41 42 RECP d NAG S75BN 1. UPON COMPLETING ALL SITE IMPROVEMENTS AND FINAL GRADING STABILIZE �I �� NAG S75BN \\ i MATTING. ALL DISTURBED AREAS PER LANDSCAPE PLAN. WATER AND MAINTAIN ALL j / � RECP 45 Lu MATTING LANDSCAPED AREAS TO ENSURE PROPER GROUND COVERAGE PRIOR TO FINAL / SF / a, i SF u REC / 5 �� \ �� RECP �\ �o� APPROVAL I u �� A RECP \ w — I L, %/ RECP m 49 2. PERIMETER MEASURES, SILT FENCE AND TEMPORARY DIVERSION MUST BE LEFT \ � / p � NAG S75BN INPLACE UNTIL ALL UPLAND AREAS ARE STABILIZED WITH PERMANENT IMMEDIATLEYSTABILIZE LorswALE i _ RECP � MATTING VEGETATION. L.n WITH PERMANENT GROUND COVER.A SFO \ \ \ SF w / /I INSTALL SWALES WITH I / NAG S7BN MATTING SFO I A \ �, n 3.SEE SEEDING SCHEDULE PROVIDED IN EROSION CONTROL DETAIL. UNLESS OTHERWISED NOTE ON SFO / i \ SFO \ LOD SF 3t / +7 — / 4. AFTER SITE IS PERMANENTLY STABILIZED,REMOVE ALL TEMPORARY EROSION / THE PLANS. / IAV / t \ RECP RECP a NAG S75BN CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY I �/ / / / \� I \ \ / MATTING \ MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE. I /� / / / I rn > "� �,p W SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT BMPS $ \ ba UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. (GS 113A-57(3). 15A / / / , � �� \ Y RECP NCAC 04B. 0113) 5. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO / I / / / �i Y RECP \ ti 1 CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE Lu PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT �I I / Ln EX.WETLAND �� \ 7 DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). / / / � CD A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS / I / / / A \ SFO / / �� Ln / Q BEEN FILLED OUT. SFO / GRADING OF LOTSWALES, ALL SFO UST BE STABILIZED WITH / �� \ —EROSION CONTROL MATTING. / cn co GROUND STABILIZATION REQUIREMENTS �v ATTING CALL-OUTS INDICATED �v S�-�� ♦ — — z w CONTRACTOR SHALL BE REQUIRED TO ESTABLISH GROUND \ - �I ION PLANS. / / �� < Z / � � 0�3 �� .bl. S STABILIZATION AS PER FOLLOWING CHART. Q J SITE AREA STABILIZATION STABILIZATION TIME APPLICABLE / / — SFO — — — — � DESCRIPTION TIME FRAME FRAME EXCEPTIONS THIS PROJECT \ - I I _ _ — $ \� 2 Q PERIMETER DIKES, 7 DAYS NONE I _ _ � / i LL 176.83' 50 ACCESS SWALES, DITCHES AND YES \ — 2$3� / EASEMENT \ / 1� -1 uu'\ w � � � � � \ � �� gg .44' V 9 � � � � 07°57'30" E Jr a_ / J HIGH QUALITY WATER 7 DAYS NONE a v 177.01' / — — — � 6121 z m (HQW) ZONES NO `^ a �— - z FLATTER THAN 4:1 I W - — / 6087 PIN -9588-64-6048.000 / O Q �. o 176.84' \ �— — — — PIN -9588-64-6215.000 FLACK TIMOTHY MARSHALL& ( 1 SLOPES STEEPER 7 DAYS IF SLOPES ARE 10 OR LESS V THAN 3:1 IN LENGTH AND ARE NOT NO 176.68' _ _ — — - 6061 / / CAM GERALD JT W/ROS & FLACK TIFFANY MARIE z STEEPER THAN 2:1 14 DAYS / / a / 0 PIN - 9588-64-5492.000 / CAMPBELL CHELSEA JT W/ROS / / z O 0 ARE ALLOWED ( / / 5995 _ _ 6027 PORTA JEFFERY A & / / u PIN -9588-64-5757.000 � PIN -9588-64-5579.000 U SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES GREATER / PORTA DEBORAH S / \ _ THAN 50 FEET IN LENGTH YES / / / WHEELER MICHAEL JT CHAVIS SAMANTHA& / / N F- / / / W/ROS & HARRIS-SMITH CHAVIS ADAM i / / w ALL OTHER AREAS 14 DAYS NONE / / NICOLE JT W/ROS / / // / O Q z WITH SLOPES (EXCEPT FOR PERIMETER YES / / � / �� Q FLATTER THAN 4:1 AND HQW ZONES) / / / , LLJ m Z TYPICAL GROUND COVER STABILIZATION TYPES - GRASS AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE SEEDING SCHEDULE FOR NOTES: NOTE: ALL LOT SWALE TO STABILIZED WITH EROSION CONTROL "la°" STRAW MATTING, SYNTHETIC MATTING, ETC. PERMANENT VEGETATION Know what's below DESIGNED BY.- JEH GIANT BERMUDA SEED, INCLUDING NK-37, SHALL NOT BE USED. MATTING NAG S75BN. 0 50 10 ' Call before you dig. SCHEDULE COMMON NAME RATE PER ACRE PLANTING DRAWN BY.- JLF SYMBOL PRACTICE DESCRIPTION NO. OF SEED (LBS.) DATES THE CONTRACTOR SHALL OBTAIN A SATISFACTORY STAND OF WHERE SHOWN AS DASHED LINE - STABILIZED SWALE WITH NAG P-500 HORZ. Q Or CaDial8 11 32-4949 PERENNIAL VEGETATION WHOSE ROOT SYSTEM SHALL BE DEVELOPED COMMON BERMUDA SUFFICIENTLY TO SURVIVE DRY PERIODS AND WINTER WEATHER,AND WATTLE/ROLLED 1 (HULLED) 210 MARCOH 16 BE CAPABLE OF RE-ESTABLISHMENT IN THE SPRING. THE PERENNIAL MATTING SCALE FEET APPROVED BY.- JEH ECP EROSION PROTECTIVE LINING TO PREVENT SOIL EROSIONS DUE TO EXCESSIVE TALL FESCUE 140 AUG. 31 VEGETATIVE COVER SHALL HAVEA MINIMUM COVERAGE DENSITYOF CONT SHEET.' CONTROL PRODUCT STORMWATER VELOCITIES THAT PROHIBITS VEGETATIVE LININGS. 70%FOR THE SEEDED AREAS. CONTRACTOR SHALL DETERMINEALL FOR SLOPES SEPT. 1 RATES OFAPPLICATION NECESSARY TO PRODUCE THE REQUIRED NO. REVISION DESCRIPTION: DATE: 2 COMMON BERMUDA 175 TO STAND OF GRASS,AND SHALL FOLLOW THEAPPLICATION C3 .03 (UNHULLED) MARCH 15 PROCEDURES AS SPECIFIED HEREIN. 1 2 CIVIL