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Home My WebLink AboutSW6230605_Plansheet - Grading/Drainage Plan_20230705 I NOTIFICATION OF COMBINED SELF-MONITORING AND I I GROUND STABILIZATION CHART 4Dsite SELF-INSPECTION FORM: �G I SITE AREA STABILIZATION STABILIZATION TIME ■ � ��ROPE 2THE 006ST01 REQUIRE THAT PERSONS RESPONSIBLE FOR MENDED IN I DESCRIPTION TIME FRAME FRAME EXCEPTIONS solutions �o0 Zo GRO LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PERIMETER DIKES, civil engineering I land surveying vo PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED I SWALES, DITHCES 7 DAYS NONE 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 o EROSION AND SEDIMENTATION CONTROL PLAN IS BEING I I AND SLOPES office1910-426-6777 fax I910-426-5777 license number I C-2354 O 20 FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE I wwwADsitesolutions.com SR INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. I HIGH QUALITY WATER (HQW) 7 DAYS NONE TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS I ZONES AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR SITE DEVELOPED A COMBINED FORM. THE SELF-INSPECTION I I IF SLOPES ARE 10' OR PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING SLOPES STEEPER LESS IN LENGTH AND ARE HARNETT PROGRAM OF THE NPDES STORMWATER PERMIT FOR I I 7 DAYS `� CAROC COUNTY CONSTRUCTION ACTIVITIES. THE FOCUS OF THE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SELF-INSPECTION REPORT IS THE INSTALLATION AND I I ♦♦♦♦O�,••�ESS/0•.��i��j� MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL I Z:O • `9 7-DAYS FOR SLOPES � •�- �� MEASURES ACCORDING TO THE APPROVED PLAN. THE SLOPES 3:1 OR :Q SEA �S CUMBERLAND 14 DAYS GREATER THAN 50 FEET INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF FLATTER COUNTY THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND IN LENGTH EXISTING SHADY GROVE ROAD DOES NOT HAVE A 2% - 027 COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: I CROSS SLOPE. THIS PLAN RE-ESTABLISHES THE NONE PROPER CROSS SLOPE ON SHADY GROVE ROAD. HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION I I ALL OTHER AREAS G 1r ♦� I EXCEPT FOR .�• I N �.• IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, 1 I THAN SCOPES FLATTER 14 DAYS PERIMETERS AND �//// c0TT••g��``♦ PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) `` HQW ZONES) ///�1,1I11111 NORTH 433-3300. U 3 2 U 23 an n oon ol __oon __ oon oon Don oon oon oon oon oon �o� oon - oon o n -- - -- -- -- -- -3 -- -- - -- -- -- _ --- Q - _ .:,. .sr�. ice__ o � ------_-�- SHADY GROVE ROAD - VICINITY MAP _ _ _ R/W PUBLIC STREET - REVISIONS 0 TO NOT T ALE ------ �_ l� \. `��- �� ---�� -- �-- -- -- ------ -- --- - _ �_ / ,,,�,r�._ �j � 4D DISK #3 �i N 541,212.574 7a, --ji E_ ELEV 142.45 NC GRID NAD 83 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 I 21 22 23 24 25 26 27 28 29 30 32NAVD188 �� I�"` I I I I� II I I I II II �I I iI P> I I� .I I pll �1 {��I' --J�'� J L_ o L_ J L_ J L_ J l L J lr J II L_ `=�°L J L_ J L J L- J _ IA � . ROAD B ` ` n 50' R/W - PUBLIC 3 / STREET& UTILITY ACCESS �' � ' �' � `�'� `: `` '' • "` 102 � 1103 ' 10�118 f 119 �/ 120 121 1139 1140 �J_ J o --� 165 166 192 1193 I 194 r I 195 226 ' 227 � I 228 � 229 261 � 262, .. .. .. .. � 90 I � l_ , I J L I I ��, L_ J � � � � L_ J � � �I 34 g i T E s • 89 91 - J 142 164 r ) ff i- J p o 10 i �/ /i�'� L _ J , r 105 117 I` 122 138 I j r 143 163 167 / 191 I r 196 225 I r 35 \,..•` .. ` .. .. ., � o �` . . _ 106 116 I I... r 123 137 I r 144 162 I 168 190 I r 19PIN7 224 I r 231 259 ` UUI�I � 36 - '- ,� � I - J i L - L� I I I I �J I L - - � m¢I L - - �� 9 - ► I I E, U¢ 93 i f 136 145 161 169 189 198 223 232 258 as �M ECM LEGEND: � l �J Q, �� C �J / � ' 107 l 115 � r 124 0 � i I � I O � r O � r ERB® ECM-EXISTING CONCRETE MONUMENT °3�� J /�, 86 /' � _ ��` 98 ,/ IL _ � I - J I L - J I L - I _ I L _ O ERB-EXISTING REBAR / / / h - J _ I I II - � PROJECT NAME a COMPUTED POINT / 94 135 146 160 r 170 P188 r P99V25 3800 N/F - NOW OR FORMERLY ' / 95 114 125 l L - I _ J L� - J I L - L_ R/W - RIGHT OF WAY �xL I �\ l ° a� J/ J 11 r 159 171 187 200 221 r 234 256 I I 39 RCP - REINFORCED CONCRETE PIPE �n ,� i \ L 0 97 / / 134 f r 147 O I O ` O I -r O O PROPERTY LINE ' ' s So ROgO L.�l �� 113 126 I MITCHELL TR,w q o / / / j i � _ I _ J L _ _ J L _ II _ J I L _ _ J ; ADJACENT PROPERTY LINE ) � � \I // 85 > /^ ��T2�ry�a<,C �` L " 109 '• � � <� ! -- RIGHT-OF-WAY �� g ^ ess 110 �/ J 158 I r 172 186 I r 201 220 r 235 �, Y255 I r r 40- SETBACK LINE l /� �` ' / 127 133 148 9> cJ _ _ _ J L _ � ��1 � � � 83 � . �� 111 o mss SANITARY SEWER LINE 1 - O Q�a / / - - - - - -� _ ?254 � FARMS FM O �� 82 @' 219 I I 236 �'FORCE MAIN LINE 173 r r` I ��sD STORM DRAINAGE `� 80 \ �/ / / J �_ rL - -�- - SUBDIVISION W WATER LINE 184 I 218� 237 253 42 OVERHEAD UTILITY O O � 203 1 78 PERMANENT EASEMENT - TREE LINE 210 MAJOR CONTOUR \ S \ \ �, � 76 r L �C 'v ��/ �� 1155 / 175 183 / 204 �21Q7 I 238 252 E` 43 207 MINOR CONTOUR }��✓ -�-- x 208.47'SPOT ELEVATION `t _ BENCHMARK \\\\\\\ (� ~, "♦„\�•' `4 �'\, 74 \ / 153 c, �� / \\/ 82 ; 1 m 176 , / 205 216 l I 239 251 I �I; 44 pp • UTILITY POLE �� J_ ` \' �- < / �l 154 oQ J /• / - J L i I L�._� C GUY WIRE ` ��\ "' �O \� Q `� / �� a 181 I- - >_ 215 I 240 250 I I: _ �45 ❑T TELEPHONE PEDESTAL \\ \ �\ �.�!\ \ v O I I `• "�� 177 �7 " i D4 WATER VALVE `� \ CA 1 \ 70 / Y\� . / 178 m / I ' _ _ _ I ' il) % ' OVERALL FIRE HYDRANTWV �S SANITARY SEWER MANHOLE `�\��o �'�� \ v �\ `�Y 68 �'/ 179/ ,� ��\ , 4 I , 46 GRADING AND 180 2� r 241 \ 249 ASPHALT \�� / 67 0 CONCRETE \\.^\�\ "`• ` • ' - \� ��/ 66 / ��1 213 I -i - - - - WETLANDS \\\� ' . ` ®. /,;,/ \ _ v 242 , 248 �I ! EROSION 47 330 MAJOR CONTOUR \ \ S �� / �\\\'` \\cam ` \ < J mQ < J, / L - - C3.1 o / �,� / \' CONTROL PLAN 337 MINOR CONTOUR C3.2 \ -� / `� �� \ \\� ri • ! 64 ' \ < l lO ° i / ' �`S i' - C ~ �_ ti� i \ / / o 243 1 -L�-L�- LIMITS OF CONSTRUCTION 4 \ ` // \ / 62 ` o ha ./.3 48 -sr• -sr• - SILT FENCE LINE \ \� �" .,��/ V \ -JN -JN - JUTE NETTING \ l /�i �. I... �.. {� I �1 . .\ / / I O INLET PROTECTION C3.4 \ � � � '�►' r �\ � � - 61 ,�)� . � L / . �' � 245 \ � ./ �\ CLIENT C3.5 /'i 244 59 49 JN JN L AB INVESTMENTS, SHEET KEY J I S S� GRADING NOTES o / �' \ _ 56 1. SITE TOPSOIL IS TO BE REUSED ON SITE. O �0 DOFF--� �- �- -� LLC 53 -Zz�`\ ��4 / ♦ 55 54 \ / �jj ��p "'� • 2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS K:e /� 1^ r \_ _ ARE TO THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED. 3. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A 1 HOC - CROSS SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO '/ _ --LOC --_LOCH LOC --- _- .�`• S`n�� \\\\�\ f y $ :n- :> °' STEEPER THAN 5%. % \ O� ------ --- ��•(�- • �-� f CA 1 oc, � �� y, v �-\ � -- ,_ ,�� 2031 Middle Road 4. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED 4 Fayetteville, North Carolina 28312 EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL Z w`� �� ; •f"'� ! > Phone: (910) 824-1238 DEBRISINSPECT AND LEAVINGATHE ISITELL EROSION ON NEIGHBORINGROL ROADS.ICES AND CLEAR ANY 5. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL `� `\.�` -,� r - = BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUSMATERIA EXISTINGLGROUNDILL HASHALL BEENBE PLACED COMPLETED UNTIL PREPARATION OF THE \` J'` f __ ��`y`�``�,,� r -t _,- l \ \• \\`-� PROJECT INFORMATION 6. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE ` \�\ \ "\\� OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES a DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY CONSTRUCTION SEQUENCE EROSION CONTROL NOTES STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT ON THIS PROJECT. \ DESIGNED BY: SEAN/CHRIS o BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE WHETHER SHOWN OR NOT ON THE PLAN 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR \ � `� M 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE PRE CONSTRUCTION CONFERENCE. MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY \ \� �-1 DRAWN BY: SEAN/CHRIS LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN �. ` • GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD FENCE, SILT FENCE OUTLETS, AND DIVERSION BERMS WHERE INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS COVERED IF LEFT MORE THAN 24 HOURS. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE \ ^ o� , CHECKED BY: SCOTT Cli RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES SPECIFIED. BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. \ t Uj 8. ALL CAUSED CUDT BAND I FILOLPSLOPEOS SHOULD BE INVESTIGATED BOTH DURING AND 4. CLOEARRUCT TEMPORARY AND GRUB THE SITE ASENEEDED.S PROPERLY. SEDIMENT EDHMENT WILLEN THE EDIMENT BE REMOVED NO FROMONGER BEHIND THE S DEVICES BEEN STABILIZED.PLACE I NSPECT CONTRIBUTING RY EROSIONDRAINAGE ANDAREA 14. PURSUANT SLOPES ANDOFILLS SHALL 56E2NO THE GREATERANGLE THFOR AN THEGRADED ANGLE \\\\�\ PROJECT NUMBER: 1894 AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A AREAS REMAIN GRASSED. FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY ��1 SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. MAINTAIN A PROPER BARRIER. DEVICES IMMEDIATELY. EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DRAWING SCALE NOTIFIED. 7. INSTALL UTILITIES. 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT 8• TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED 0 9. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED 8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT \ Know what's below. w WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. 9. PERFORM FINE GRADING. DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO Call before OU dig. HORIZONTAL: 1"=150' 10. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS 10. INSTALL AND PREPARE BASE COURSE. EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS �� \ Y SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 11. PAVE ROADWAYS. EARLIEST POSSIBLE POINT DURING CONSTRUCTION. WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN 11. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS \ o A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL 13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE ALL TEMPORARY MEASURES. CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON CONSTRUCTION OR DEVELOPMENT. DATE RELEASED CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN AREAS TO BE PAVED. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION 9 DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING MANUAL. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES GRAPHIC SCALE 12. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE TO THE NCDEQ EROSION CONTROL MANUAL. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ DEVICES UNTIL AFTER THE PROTECTED AREA HAS UNDERGONE REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF MARCH 20, 2023 REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN CONSTRUCTION. 150 0 75 150 300 600 THE CHANGE. STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST BE LAND DISTURBING ACTIVITIES. 910-433-3300 ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE THE 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS 13. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL REQUESTED BY THE PERMITTEE VIA A NOTICE OF TERMINATION 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE ACTION PRIOR TO REMOVAL. NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION (NOT). THE NOT IS AVAILABLE AT: DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT Ir CONTROL BLANKET OR EQUAL SUBSTITUTE. HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCGO1-TERMINATION. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ARISE ON SITE IS BRIAN RAYNOR. CONTACT 910-824-1238. SHEET NUMBER � 14. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT MUST OCCURS. ACTIVITY. IN FEET ALL STRUCTURES UNLESS OTHERWISE NOTED. BE UPLOADED AS PART OF COMPLETING THE NOTICE OF 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL 1 inch = 150 ft. s TERMINATION PROCESS. ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. a REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS C -3mO THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED