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SITE LEGEND
EXISTING CITY OF
RALEIGH SANITARY
SEWER EASEMENT
BM 2000 PG 912
TREE CONSERVATION AREA
STREAM BUFFER
EROSION CONTROL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RALEIGH STANDARDS, SPECIFICATIONS AND DETAILS.
2. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS (SEE TABLE BELOW) AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS (SEE TABLE
BELOW) OF DISTURBANCE TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT
(UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
DORMANT FOR MORE THAN ONE YEAR.
3. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED UNTIL A GOOD STAND
OF GRASS IS OBTAINED IN ACCORDANCE WITH:
A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL
ESTABLISHMENT.
B. 20 LBS. OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT.
C. VARIETIES TO BE SEEDED:
C. 1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5 LBS. PER 1,000 SQUARE FOOT.
C.2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL
OF SAWDUST FOR UNIFORM SEEDING.
C.3. ASPHALT TACK AND STRAW MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING SHALL BE MULCHED.
3. CITY ENGINEER AND OTHER APPLICABLE AGENCIES SHALL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHOD
USED FOR THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN APPROVED EROSION AND SEDIMENT
CONTROL PLAN MAY BE AMENDED BY THE APPROVING AUTHORITY IF ON -SITE INSPECTION INDICATES THAT THE APPROVED
CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED
CIRCUMSTANCES, THE APPROVED PLAN CANNOT BE CARRIED OUT.
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
5. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER
IMMEDIATELY.
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO THAT SEDIMENT LADEN RUNOFF FROM THE SITE
WILL NOT ENTER STORM DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY
VEHICULAR TRAFFIC OR RUNOFF. ANY MUD OR SILT THAT INADVERTENTLY GETS INTO ADJOINING PROPERTIES OR
RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO
ERODE INTO THE TRENCH.
10. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
CONTRACTOR UNLESS OTHERWISE NOTED, AND ONLY AFTER PERMISSION BY THE GOVERNING AUTHORITY.
11. SILT FENCE OUTLETS SHOWN ON THESE PLANS ARE BASED ON THE BEST TOPOGRAPHIC INFORMATION AVAILABLE AT THE TIME
OF DESIGN. CONTRACTOR TO FIELD VERIFY AND ADJUST LOCATIONS OF SILT FENCE OUTLETS AND/OR PLACE ADDITIONAL
OUTLETS TO INSURE THAT ALL LOW SPOTS ALONG THE SILT FENCE HAVE AN OUTLET.
EROSION CONTROL MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY THE SITE
CONTRACTOR FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE
MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED.
2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED AS NEEDED
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE
PRESSURE ON THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS SHALL BE
REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING STABILIZATION OF UPGRADE
DISTURBED AREAS.
3. DIVERSION DITCHES MUST REMAIN IN PLACE UNTIL PROJECT IS STABILIZED. PERMISSION
SHALL BE GIVEN BY THE EROSION CONTROL INSPECTOR FOR REMOVAL UPON COMPLETION
OF PERMANENT UPSTREAM STABILIZATION.
DEMOLITION NOTES:
1. IN ACCORDANCE WITH 40 CFR, PART 61, SUBPART M, A THOROUGH INSPECTION SHALL BE
CONDUCTED FOR ASBESTOS -CONTAINING MATERIALS, PRIOR TO CONDUCTING A
RENOVATION OR DEMOLITION ACTIVITY OF AN EXISTING STRUCTURE. THE ASBESTOS
INSPECTION MUST BE CONDUCTED BY A NORTH CAROLINA ACCREDITED ASBESTOS
INSPECTOR. ALL REGULATED AND/OR FRIABLE ASBESTOS -CONTAINING MATERIALS
IDENTIFIED DURING THE SURVEY, WHICH WILL BE DISTURBED, MUST BE PROPERLY REMOVED
BY ACCREDITED INDIVIDUALS BEFORE BEGINNING THE RENOVATION OR DEMOLITION
ACTIVITY. IF REGULATED AND/OR FRIABLE ASBESTOS CONTAINING MATERIALS TO BE
REMOVED EXCEED 160 SQUARE FEET, 260 LINEAR FEET OR 35 CUBIC FEET, A PERMIT SHALL BE
APPLIED FOR THROUGH THE NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN
SERVICES.
2. ALL MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT
A PERMITTED SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS.
LLLLI
LLLLI
LLLLI LLLL
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GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
IN LENGTH AND ARE NOT
3.1
7 DAYS
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
7-DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
NONE (EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HOW
4:1
ZONES)
EROSION CONTROL LEGEND
N
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
SEE SHEET C0.00 FOR ALL PROJECT, SITE, GRADING,
STORM DRAINAGE AND UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT CITY OF RALEIGH AND NCDOT
(WHERE APPLICABLE) ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
•I11III1111 SILT FENCE OUTLET
CITY OF RALEIGH - PLANS AUTHORIZED FOR
0 INLET PROTECTION CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
two applicable codes. This limited review, and authorization for construction is not to
CHECK DAM be considered to represent total compliance with all legal requirements for
SF— SF— SF SILT FENCE development and construction. The property owner, design consultants, and
TP TP TP contractors are each responsible for compliance with all applicable City, State and
TREE PROTECTION FENC
Fe eral laws. This specific authorization below is not a permit, nor shall it be
LID LID LIMITS OF DISTURBAN�gnstrued to permit any violation of City, State or Federal Law. All Construction
WOODED AREA must be in accordance with all Local, State, and Federal Rules and Regulations.
­1110 __I� __I� ­1110 __I� DIVERSION DITCH Electronic Approval: This approval is being issued electronically. This approval is
°� ° ° �°D valid only upon the signature of a City of Raleigh Review Officer below. The City
°>° - �°0 , °� ° \°. will retain a copy of the approved plans. Any work authorized by this approval
�� °°o - I,- °° CONSTRUCTION ENTRAhtMRt(1WtTceed in accordance with the plans kept on file with the City. This
- I. O' °�o��°C �° electronic approval may not be edited once issued. Any modification to this
° ° approval once issued will invalidate this approval.
Digitally signed by City
Reason: I am approvin
Contact Info: Isaac Rol <
Date: 2022.08.24 05:51
McADNMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
TOLL BROTHERS, INC.
900 PERIMETER PARK DRIVE, SUITE B3
MORRISVILLE, NC 27560
JEFF WESTMORELAND, PLA
PHONE: C: 919.801.6851
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Brad Rhinehalt
Aug 17 2022
REVISIONS
NO. DATE
1 AUGUST 03, 2022
2
3
4
5
6
PLAN INFORMATION
PROJECT NO. TOL-20000
FILENAME TOL20000-NPDES
CHECKED BY DLP
DRAWN BY RJF
SCALE 1" = 60'
DATE 06. 08. 2022
f Raleigh
this document.
In
i9-04'00' NPDES EROSION
CONTROL PLAN
C6e 0
City of Raleigh Review Officer