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HomeMy WebLinkAboutNCC215974_Site Plan or Location Map (3)_20211102I nave --- this document. 2021.06.30 SEEDING SCHEDULE (TEMPORARY SEEDING) DATE TYPE PLANTING RATE JAN 1 - MAY 1 RYE GRAIN (SECALE CEREALE) 120 LBS/ACRE MAY 1 - AUG 15 GERMAN MILLET (SETARIA ITALICA), OR 45 LBS/ACRE BROWNTOP MILLET (UROCHLOA RAMOSA), OR 45 LBS/ACRE WEEPING LOVEGRASS 5 LBS/ACRE AUG 15 - DEC 30 RYE GRAIN (SECALE CEREALE) 120 LBS/ACRE AUG 15 - NOV 30 ANNUAL RYE GRASS 40 LBS/ACRE NOTES: 1. FOR OPTIMUM RESULTS, A SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE NUTRIENT AND LIME NEEDS FOR THE SITE. 2. CONSULT CONSERVATION OR ENVIRONMENTAL ENGINEER FOR A SOIL ANALYSIS AND FOR RECOMMENDATIONS AND INFORMATION CONCERNING SEEDING, FERTILIZING, AND ALTERNATIVES FOR VEGETATION. 3. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. 4. TEMPORARY ANNUAL SEEDING SHALL BE BASED ON THE SEASON. DURING OVERLAPPING SEASONS, A MIXTURE OF TEMPORARY SPECIES IS ACCEPTABLE PROVIDED APPLICATION RATES ARE NOT IN EXCESS OF THE TOTAL RECOMMENDED RATE PER ACRE. 5. APPLY SOIL NUTRIENTS AND AMENDMENTS PER SOIL ANALYSIS, OTHERWISE 750-1000 LEIS OF 10-10-10 FERTILIZER AND UP TO 2 TONS OF DOLOMITIC LIME PER ACRE. 6. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND SECURE IN PLACE WITH CRIMPING, TACKING AND/OR NETTING TO PROTECT SEEDBED AND ENCOURAGE GROWTH. 7. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING, AS OTHER ESTABLISHMENTS MAY BE SHADED OUT. EROSION CONTROL LEGEND LIMITS OF DISTURBANCE TEMPORARY GRAVEL CONSTR. ENTRANCE am TEMPORARY COMBINATION TREE PROTECTION FENCE AND SILT FENCE TEMPORARY DIVERSION DITCH > SILT FENCE OUTLET CHECK DAM BLOCK AND GRAVEL INLET PROTECTION SEDIMENT BASIN BAFFLE _0______0_ EX.CB TOP: 223.90' INV: 220.09' TEMPORARY � FH CONSTRUCTION ENTRANCE 25'x5O' 0.1% ANNUAL FEMA FLOOD LIMIT ZONE "X" MAP 3720-1725-OOJ GENERAL NOTES: EROSION CONTROL 1. BOUNDARY, SURVEY, AND TOPOGRAPHIC INFORMATION PROVIDED BY CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, WAKE FOREST N.C., 27588, (919) 556-3148 2. FAILURE TO FOLLOW THESE APPROVED PLANS AND THE REGULATIONS, AND ORDINANCES OF CITY OF RALEIGH SEDIMENT AND EROSION CONTROL MAY RESULT IN PENALTIES AND FINES. 3. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE. 4. ALL PERMITS (INCLUDING NPDES PERMIT), APPROVALS, CERTIFICATES, REPORTS AND NOTES, CERTIFICATES, AND SEED TAGS FROM ALL SEEDING OPERATIONS SHALL BE PLACED IN THE INSPECTION BOX INSTALLED ON SITE. 5. ALL DENUDED AREAS TO BE PERMANENTLY SEEDED PER ATTACHED SEEDING SCHEDULE. 6. ALL AREAS NOT COVERED WITH PAVING, GRAVEL, BUILDING OR PLANTING BEDS SHALL BE SEEDED AS SHOWN IN THE SEEDBED PREP. AND SEEDING SCHEDULE NOTES. (SEE THE LANDSCAPE PLAN FOR SPECIFIC LAWN AREAS). 7. INSPECT ALL S&E MEASURES AT LEAST WEEKLY AND AFTER EACH 1%" RAINFALL. IMMEDIATELY REPAIR ANY SEDIMENTATION AND EROSION CONTROL MEASURE THAT HAS FAILED. 8. SHOULD THE CITY OF RALEIGH S&E DEPARTMENT DETERMINE EXCESSIVE SEDIMENT MAY BE LEAVING THE SITE, ADDITONAL SEDIMENTATION AND EROSION CONTROL MEASURES MAY BE REQUIRED, INCLUDING A REVISED SEDIMENTATION AND EROSION CONTROL PLAN. 9. A RE -INSPECTION FEE WILL BE ASSESSED SHOULD A RE -INSPECTION BE NECESSARY DUE TO INCORRECT INSTALLATION. 10. TOPSOIL STRIPPED FROM THE SITE IS TO BE STOCKPILED AND USED FOR BACKFILLING ALL LANDSCAPE ISLANDS, BEDS AND LAWN AREAS. TOPSOIL IS TO BE SPREAD TO A DEPTH OF AT LEAST 6" AS SOIL IS AVAILABLE. MOUND LANDSCAPE ISLANDS TO 1' ABOVE THE CURB AT THE CENTER OF THE ISLAND. 11. STOCKPILES SHALL HAVE A DOUBLE ROW OF SILT FENCE 10 FEET APART AT THE LIMITS OF THE APPROVED STOCKPILE AREA. TREES AND GROUNDCOVER MAY BE REMOVED ONLY AS NECESSARY FOR THIS STOCKPILE. 12. UNTIL THE CITY HAS ACCEPTED THE COMPLETED CONSTRUCTION PHASE, THE CONTRACTOR RETAINS THE RESPONSIBILITY FOR MAINTAINING THE S&E DEVICES. ADDITIONALLY, THE CONTRACTOR RETAINS RESPONSIBILITY FOR ENSURING S&E INSPECTIONS ARE COMPLETED AT LEAST WEEKLY AND AFTER EACH 1/" RAINFALL FOR THESE DEVICES. 13. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION. ir DATED ROD MAY 2, 2006 /�i O� GP TEMPORARY BLOCK AND w G // GRAVEL INLET PROTECTION R1N000 5 �x15� (TYP) 51 Pv NBOR\NCB v R\RIw CEP\ROpOSE� ���� EX. i TEMPORARY DIVERSION DITCH <REQ Pvg\,\C P�\0�� o FH CONSTRUCTION LIMITS RELOCATE TO TOP OF SLOPE EX. 6p pE0\CZ - �\ ®� (TYP) AS SITE IS BROUGHT UP TO FH �- �� RIw / �K G- GRADE WITH ROCK CHECK DAM O.C. 100' MAX.41 1% FUTURE C� 'ITIONS ANNUAL FEMA / O�ET OD LIMIT ZONE "X" / // 30- E SIDEWAlK� # 3720-1725-OOJ TED MAY 2, 2006 C - 1 224 ' NOT ACCESSIBLE 21 EX.CB \ �o J / ' 2 TOP:215.44' � EX.CB � y\ INV:211.93' TOP:215.36' L y / I ( ( �,� / / / / \ / WA C) LOT OIL PQ-9POSED G zz i to -,PROPOSED BUILDING I \ \ � I / i 2� l \-� SECONDARY TREE \24,740SF \ a / CONSERVATION - I I \ N / 224 \ \ � AREA E /EX. 71 TEMPORARY BLOCK AND GRAVEL INLET PROTECTION m X \ I \ (TYP) / p + e. rn \ \ �'� _/ / \ J +. + . + .+ + + +. + . + . + .TREE CONSERVATION + .+ + + +. + N/F +..+ . + + + +. + . + DUKE ENERGY + + +. +. + + .+ +. + AREA, - GREENWAY +..+ . + .+ + + \ NS /'+JF�r +. +. + . + .+ +. + . + +..+ + .+ +. + . +. + . + . + .+ PROGRESS, INC _ _ .. ® +.g+. + . + .+. + .+ .+. +. +.. +. .+ + + +. +. + . + D.B. 15289, \ \ / i O / /� WETLAND PAGE +.+ + + +. +.+ .+..+.+ +. +. +.+ .+ + +. +. +.+ PIN# 1725.17-22-( Phi. + .+. +. + . + .+ .+ + + ++ +.++ P + + '+ +. + . \ EIP \ \\ \ 0 � , 22 i � \� \\ \ \ \ / / .30'W- TEMPORARY SILT FENCE OUTLET DIMENT BASIN �0B.63/ W � S � / �0. WITH 10'x5'x3' EXCAVATED CONY RT S TO STORMWATER WETLAND \ \ EIP T�� EXISTING 30' CITY OF RALEIGH STILLING BASIN BEHIND STONE ONCE S T IS STABILIZAD \ / _NRy / / �A SANITARY SEWER EASEMENT (TYP OF 4 ALONG BUFFER AND B.M. 1982,M PG. 1155 5' / TEMPORARY COMBINATION WETLAND) - \� E(x): 2 121 317 88' TREE PROTECTION AND N F N� 'A \` _ / / 50 NEUSE RIVER / SILT FENCE - - - DUKE ENERGY PROGRESS, _ INC. \� F / I D.B. 15289, PAGE 2437 27 N/F PIN# 1725.17-22-0334 \-P,/ �® \ 1 5 / / TEMPORARY SILT YES COMPANIES EXP KEY, LLC ZONED: IX-3 FENCE OUTLET D.B. 16494, PAGE 2221 USE: UTILITY (TYP) 0111 B.M. 1982, PAGE 1155 IP PIN# 1ZONED: 4922 MH USE: MOBILE HOME PARK - �\ 1 EIP FOUND 7.1' SOUTH WEST OF EX. POND \ \ \PROPERTY CORNER - CONSTRUCTION SEQUENCE FOR RALEIGH - PHASE II 1. BEGIN INSTALLATION OF RETAINING WALL 2. CONTINUE SITE GRADING AND BRING SITE TO ROUGH GRADE. REMAINDER OF STORM DRAINAGE SYSTEM TO BE INSTALLED AS SITE IS BROUGHT TO GRADE. 3. INSTALL TEMPORARY INLET PROTECTION AT STRUCTURES AS THEY ARE COMPLETED. 4. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS. 5. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON PROJECT SITE. 6. AS SITE IS BROUGHT UP TO FINAL GRADE, BEGIN BUILDING CONSTRUCTION, FINISH STORM DRAINAGE INSTALLATION WITH INLET PROTECTION, AND STABILIZE DISTURBED AREAS WITH PAVING OR VEGETATION, AS SHOWN. 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR INSPECTION BY STORMWATER INSPECTOR, 919-278-6461 EASTERN REGION 8. IF APPROVED BEGIN CONVERSION OF TEMPORARY BASIN TO PERMANENT STORMWATER WETLAND. ALL UPSTREAM AREAS MUST BE STABILIZED PRIOR TO BMP INSTALLATION. SEE SHEETS C3.0 AND C7.4 FOR POND DESIGN AND DETAILS. 9. WHEN CONVERSION IS COMPLETE AND WETLAND IS STABILIZED, CALL FOR INSPECTION BY STORMWATER INSPECTOR 919-278-6461, EASTERN REGION. 10. IF SITE IS APPROVED, REMOVE ANY REMAINING TEMPORARY DEVICES, TREE PROTECTION/SILT FENCE AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. 11. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION. 12. AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT A CITY OF RALEIGH FORM 511 AND APPROVABLE BMP AS -BUILT PLAN AND ENGINEER'S CERTIFICATION TO CITY OF RALEIGH STAFF FOR REVIEW AND WRITTEN ACCEPTANCE. THE CERTIFICATIONS MUST BE ACCEPTED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 13. IF APPLICABLE, ELEVATION CERTIFICATE SUBMITTAL, REVIEW AND ACCEPTANCE IS REQUIRED PRIOR TO APPROVAL OF FINAL FLOOD PERMIT INSPECTION. 14. IF APPLICABLE, IMPERVIOUS SURVEY SUBMITTAL, REVIEW AND ACCEPTANCE IS REQUIRED PRIOR TO APPROVAL OF FINAL WATERSHED PERMIT INSPECTION. 5. SCHEDULE A STORMWATER SITE INSPECTION ONLINE VIA PERM ITPORTAL.RALEIGH NC.GOV. 6. ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A CERTIFICATE OF COMPLETION APPROVED FOR CONSTRUCTION THESE PLANS WERE USED FOR PERMITTING AND DO NOT REFLECT CHANGE ORDERS OR MODIFICATIONS MADE DURING CONSTRUCTION. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of this electronic document is only valid if the document has not been modified and the digital signature below is valid: City of Raleigh Development Approval 11 20 .• :• 1311 REVISIONS No. DATE DESCRIPTION REV. BY Q30 1 JUNE'21 REV NOTIFICATION IN CONST.SEQ BPP 0 6 w w co w of co cD of a U z 0 J Co z cD co w 0 Co Co 0 Co O 0 N O x cD of a 0 U ````""p�W nll t t tnlrypp�i' SEAL 24438 �l9 FNG I NEB 06/30/2021 O U O left1 F_ -0 N � O I*ft C V O C O O1 3 U aa'i z oo E rn cm - S � ao- rn 2 - o 'O O U as it LL cn 0 � - o oCD 00 U �o as E �; o o'm o o CD C ORDINATOR:7 Blair Pittman DRAWN BY: Jason Galloway L BY: BPP (If Uj Uj U U) Uj Z Q LU Z_ J ::D O�O Ov 00= � O O�N L.L Z Z O= z r�n V �/ p o Lu '^ _j O U) C30� 24 X 36 ill =40' 3 MAY 2021 20-0161 EROSION CONTROL PLAN - PHASE II