NCC250414_Site Plan or Location Map_20250210

1 1
FIRST TEE OF THE TRIANGLE PHASE 2 MCADAMS
The John R.McAdams Company,Inc.
One Glenwood Avenue
12201 LEESVILLE ROAD Suite 201
Raleigh,NC 27603
phone [phone]
fax [phone]
RALEIGH, NORTH CAROLINA
license number:C-0293,C-187
www.mcadamsco.com
SITE PERMIT REVIEW DRAWINGS CONTACT
`;,��� ANDY PADIAK
Project Data Sheet .1,' [e-mail]
Punning and Development Customer Service Center•One Exchange Plaza.suite 400I Relagh,NC 27e01 l gig-M-2500 Raleigh PROJECT NUMBER: SPEC-24004 PHONE:[phone]
This form must be completed and applied to the cover sheet of drawings submitted with a Non-Residential building
permit associates with a Site Permit Review,or permits for an apartment,office,and/or commercial uses. CASE NUMBER: SPR-016 2-2 0 2 4 CLI ENT
GENERAL INFORMATION
CAMDEN
Development Name:First Tee of the Triangle Phase 2 i Proposed Use: 1420 SPRING HILL ROAD,SUITE 200
flrofaMAddress(ec)12201 Leesville Road D AT E: J U N E 27 2024 MCLEAN,VIRGINIA 22102
Approved See Plan or Subdivision case# I
Wake County Property Identification Numberls)(PIN)for each parcel to which these guidelines will apply:
PIN#:0778298084 PIN#:0778298064 PIN#:0778298064 PIN#:0778298064
Apartment . -o.wrqun Congregate care Hospital al
.11 HoteMotel a Industrial building a Mixed residential ❑ Non-residential condo
What Is the ❑ Office ❑ Religious institution ❑ Residential condo ❑ Retail
Prolact type? ❑ School ❑ Shopping center ❑ SSingle-tar iN ❑ TT�r mmunication
D '� Civic use:Park,community Center,museum or © SITE DATA
Townhouse government fadfity Omar SHEET INDEX
Scope of work: SITE ADDRESS: 12201 LEESVILLE ROAD PROJECT DIRECTORY
C0.00 PROJECT NOTES
Site work for Par 3 golf course-Teir One
PARCEL PIN NUMBER: 0778298064 C1.00 EXISTING CONDITIONS
OWNER
GROSS/NET SITE AREA: 931,0285F/21.37 AC C1.01 DEMOLITION PLAN TRIANGLE GOLF FOUNDATION,INC.
FOR APARTMENTS,CONDOS,AND TOWNHOMES ONLY C2.00 SITE PLAN 8800 WESTGATE PARK DRIVE
1.Total number of townhouse lots: Number attached: Number detached: ZONING: IX-3-PK C3.00 GRADING PLAN SUITE 104
2.Total number of apartment or condominium units: OVERLAY DISTRICT: SHOD-2&AOD RALEIGH,NORTH CAROLINA 27617
3.Total number of Congregate Care or Life Cara Dwelling units: WATERSHED: NEUSE C6.00 EROSION CONTROL NOTES
4.Overall total number of dwelling units(from 1-3 above): FLOODPLAIN/FIRM PANEL: NOT APPLICABLE C6.01 EROSION CONTROL STAGE 1
5.Number of bedroom units: 1BR: 2BR: 3BR. 4BR or more: EXISTING USE: DRIVING RANGE C6.02 EROSION CONTROL STAGE 2
ARCHITECT
B.Overall una(s)pun acre densities per zoningtlismd(s):N/A PROPOSED USE: DRIVING RANGE&PAR 3 GOLF COURSE C6.03 EROSION CONTROL STAGE 3 WAYNE JONES
DEVELOPMENT TYPE AND SITE DATA TABLE(applicable to all developments) — REQUIRED PARKING: NO MAXIMUM C6.04 EROSION CONTROL DETAILS 2005 BEECHAM CIRCLE
Zoning Information Building Information PROVIDED PARKING: 63 SPACES WITH THREE(3)ADA SPACES(1 VAN ADA SPACE)--EXISTING RALEIGH,NORTH CAROLINA 27607
Zoning distnct(s):IX-3-PK Proposed use of building(s):N/A
REQUIRED BICYCLE PARKING: NONE C6.0S PD PLAN
o more man one district,provide acreage Of each: Proposed sq.ft.of building(s)gross:N/A PROVIDED BICYCLE PARKING: NONE C6.06 NPDES NOTES AND DETAILS
IMPERVIOUS AREA EXISTING IMPERVIOUS: 0.90 AC(39,198 SF)
Overlaydismd(s):SHOD-2/-AOD Eomtting eq.It ctbulldrng)s)gross:sae,ePh...1.nP11o19,20219 PROPOSED IMPERVIOUS: 0
Total sits aaeege:21.37 Total eq.ft.91909(existing and proposed):8,487 BLOCK PERIMETER: TIER B-BLOCK PERIMETER ANALYSIS NOT REQUIRED
Off street parking:Required:0 Provided:63 Proposed height of building(s):N/A TREE CONSERVATION: PER UDO 10.2.8.B.1.a.ix AND 9.1.10.C.2-65:PROTECTED PERIMETER BUFFER ALONG
COA(Certificate of Appropriateness)case#: FAR(floor area ratio)%:N/A SOUTHERN PROPERTY LINE
BOA(Board of Adjstrnem)case HA- Building lot coverage%:N/A
CUD(Conditional Use District)case#Z- Inside Coy Limits? Yes© No❑
PA.F aoF1 ralelghnc4mr
STORMWATER INFORMATION
Existing impervious surface:0.9/39,198 acres/square feet
Proposed impervious surface:0 acres/square feet
Neuse River buffer: Yes IFij�.l No I Wetlands: Yes❑ No❑
Ft
Flood Hazard Area: Yes I No If yes,Alluvial soils:
Flood Study: I FEMA Map Panel#)
Total disturbed area: acres/square feet
PUBLIC IMPROVEMENTS QUANTITIES ,,,,,,,
77 NUMBER OF LOT(S) ,CA,
v PHASE NUMBERIS) N/A ,��QQ-3 ESSRO</ti ae�
•
pi
LOT NUM BER(S)BY PHASE N/A = „ �,'_l
% NUMBER OF UNITS N/A 034355 ,
y LIVABLE BUILDINGS
2�v OPEN SPACE? NO �N(,`(NEF-
'�03 NUMBER OF OPEN SPACE LOTS: N/A eavv.,,4,,CIA J.gp.,,)',•$ g2y.2o24
N �� PUBLIC WATER(LF) N/A .nFM,
on PUBLIC SEWER(LF):
E. `l D'-16'DEPTH-8"DIP,CLASS SBEDDING N/A
`V >le'DEPTH-8"DIP,CLASS 1 BEDDING N/A
I I �O 3'-S'DEPTH TRAFFIC AREA B"PVC-SCR 2fi N/A
>S'DEPTH TRAFFIC AREA B"PVC-SCR 26 N/A
--'' S5
LEESVILLE Rp a'-12'DEPTH NON-TRAFFIC AREA 8"PVC-SCR 26 N/A
13'-20'DEPTH NON-TRAFFIC AREA B"PVC-SCR 26 N/A_
S� 0'DEPTHNON-RAFFIC AREA DIP(DIRECORAPPROVAL REQUIRED) N/A—
u PUBLIC STREET ILF)-FULL N/A
O° PUBLIC STREET ILF)-PARTIAL N/A
r. STREET SIGNS(LF) N/A
�� WATER SERVICE STUBS 2
a 2� — REVISIONS
ATTENTION CONTRACTORS EWER SERVICE STUBS
., �� TIER I SITE PERMIT REVIEW WITH NO PROPOSED CITY WATER AND SEWER SERVICES N0. DATE
NO PUBLIC IMPROVEMENTS REQUIRED.
1 2024.08.29 RESPONSE TO SPR REVIEW COMMENTS
-) The Construction Contractor responsible for the extension of water,
..>O —540 sewer, and/or reuse, as approved in these plans, is responsible for
T. contact"nit the Public Works Department at(9191 996-2409
- and the Public Utilities Department at(9191 996-4540 at least
twenty four hours prior to beginning any of their construction.
° WEST Failure to notify both City Departments in advance of beginning
To eD construction, will result in the issuance of monetary floes, and require
reinstallation of any water or sewer facilities not inspected as a result ALL CONSTRUCTION SHALL CONFORM WITH THE
O of this notification failure. LATEST VERSION OF THE CITY OF RALEIGH AND
g 0 NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
e.
Failure to call for Inspection.Install a Downstream Plug, have CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT
Permitted Plans on the Jobsite, or any other Violation of City of \ SITE PERMIT REVIEW
\ Raleigh Standards will result in a Fine and Possible Exclusion from LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION PLANS FOR:
future work in the City of Raleigh. OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
LY, CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES OF
N I T V p q / Know what's below. THEIR OWN LOCATOR SERVICES INDEPENDENT OF NC811"T PROVIDE FIRST TEE NORTH TRIANGLE-
V CI N V ~ REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. PHASE 2
Call before you dig. RALEIGH, SPEC-22022
NOT TO SCALE Y g CASEENUMBER SPR-0137-2022 2022
E FINAL DRAWING-RELEASED FOR CONSTRUCTION CASE NUMBER:

1 1
II
MCADAMS
The John R.McAdams Company,Inc.
SITE PLAN NOTES GRADING NOTES One Glenwood Avenue
Suite 201
1. RIGHT-OF-WAY SHALL BE CLEARED AND GRUBBED WITHIN SO'OF ALL MINOR RESIDENTIAL,RESIDENTIAL,AND 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. Raleigh,NC 27603
RESIDENTIAL COLLECTOR INTERSECTIONS.THE FULL LENGTH OF THE RIGHT-OF-WAY SHALL BE CLEARED AND CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION,FOR
GRADED ALONG ALL MAJOR,MINOR,&SENSITIVE AREA THOROUGHFARES. NECESSARY PLAN OR GRADE CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE phone [phone]
DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. fax [phone]
2. WITHIN THE AREA DEFINED SIGHT TRIANGLES SHOWN ON THESE PLANS,THERE SHALL BE NO SIGHT OBSTRUCTING 2. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA)STANDARDS FOR EXCAVATIONS;FINAL RULE 29CFR PART 1926, license number:C-0293,C-187
OR PARTLY OBSTRUCTING WALL,FENCE,SIGN,FOLIAGE BERMS,OR PARKED VEHICLES BETWEEN THE HEIGHTS OF SUBPART"P"APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5)FEET IN DEPTH.EXCAVATION EXCEEDING TWENTY(20)FEET IN
24 INCHES AND 8 FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVEL WAY IF NO CURB LINE EXISTS. DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER,PROVIDED BY
REFER TO SECTION 6.12 OF THE LATEST VERSION OF THE RALEIGH STREET DESIGN MANUAL FOR ADDITIONAL CONTRACTOR RESPONSIBLE FOR EXCAVATION. www.mcadamsco.com
DETAILS.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS AS CLIENT
3. MULTIWAY STOP CONTROL WILL NOT BE USED AT ANY PUBLIC STREET INTERSECTION WITHOUT AN ENGINEERING APPLICABLE.
STUDY TO PROVIDE DATA TO CITY OF RALEIGH TRANSPORTATION DIVISION THAT THE MULTIWAY STOP
INSTALLATION WARRANTS CAN BE MET AND ORDINANCED BY CITY COUNCIL APPROVAL. 4. CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT LEAST3 FULL BUSINESS DAYS PRIOR TO BEGINNING OWNER
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT TRIANGLE GOLF FOUNDATION,INC.
4. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RALEIGH AND/OR NCDOT STANDARDS AND PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811".REPORT ANY DISCREPANCIES TO THE ENGINEER
SPECIFICATIONS AS APPLICABLE. IMMEDIATELY. 8800 WESTGATE PARK DRIVE
SUITE 104
5. PRIOR TO BEGINNING CONSTRUCTION,THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-CONSTRUCTION RALEIGH,NORTH CAROLINA 27617
5. ALL DIMENSIONS SHOWN ON SITE PLAN ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED. CONFERENCE WITH THE CITY OF RALEIGH STORMWATER AND EROSION CONTROL DEPARTMENT,THE ENGINEER AND A
REPRESENTATIVE OF THE OWNER.
6. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT.DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE 6. CONSTRUCTION,MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE GENERAL
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER. CONTRACTOR.TIMING OF REMOVAL SHALL BE COORDINATED WITH THE EROSION CONTROL INSPECTOR.
7. EXISTING UTILITIES AND STRUCTURES SHOWN,BOTH UNDERGROUND AND ABOVE GROUND,ARE BASED ON A FIELD SURVEY AND
7. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR THE BEST AVAILABLE RECORD DRAWINGS.THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED
ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER,BY THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION.ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
DAMAGE.
8. SOIL UNDER BUILDINGS,PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1(H:V)SHALL BE APPROVED,PLACED AND
8. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET,TRANSITION,FITTING,ETC. COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
THAT MAY BE REQUIRED.THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TO
CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS.
INLI
9. 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". (.7
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
10.CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY DEMOLITION NOTES: Z
COMPANIES FOR ANY REQUIRED RELOCATIONS(I.E.POWER POLES,TELEPHONE PEDESTALS,WATER METERS,
ETC.). 1. THE INFORMATION SHOWN WAS TAKEN FROM DESIGN DRAWINGS AND FIELD SURVEY WHEREVER POSSIBLE. Q
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER _
11.PRIOR TO BEGINNING CONSTRUCTION BEYOND EROSION CONTROL MEASURES,THE GENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTION.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF N
SHALL SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH PUBLIC WORKS ALL ,EASEMENTS,AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. UTr LJJ O Z
DEPARTMENT(919)996-2409,AND A REPRESENTATIVE OF THE ENGINEER AND OWNER.THE PURPOSE OF THIS 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON THE BEST AVAILABLE INFORMATION.
MEETING IS TO REVIEW THE SPECIFIC COMPONENTS OF THE PLAN AND OPERATION OF THE FACILITIES DURING THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO I- Al
CONSTRUCTION. COMMENCEMENT OF CONSTRUCTION. • - w w C:
12. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO 3. ALL DEMOLITION MATERIAL WILL BE REMOVED FROM THE SITE AND DISPOSED OF IN A PROPER LOCATION W p[ J <
CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING AND METHOD AS DESIGNATED BY THE LOCAL AUTHORITIES.
WITH CONSTRUCTION,FOR NECESSARY PLAN OR GRADE CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO (/� I- - I
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF 4. CONTRACTOR SHALL NOTIFY NC811(8110RSOP632-4949)AT LEAST 3 FULL BUSINESS DAYS PRIOR TO �/�
SUCH NOTIFICATION HAS NOT BEEN GIVEN. BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR TO C[
CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". Q 2 Ln Q
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. w z
13. ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RALEIGH UNIFIED DEVELOPMENT Lim C[
ORDINANCE(UDO)DETAILS. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE _ LLJ
UTILITY COMPANIES FOR ANY REQUIRED RELOCATION(I.E.POWER POLES,TELEPHONE PEDESTALS,WATER O Et LLI J =
14. ALL SIDEWALKS THAT CONNECT TO THE PUBLIC RIGHT-OF-WAY MUST BE ACCESSIBLE TO PERSONS WHO ARE METERS,ETC.). I..L LJ
BLIND,HAVE LOW VISION AND PEOPLE WITH MOBILITY DISABILITIES.PEDESTRIAN EXISTING ROUTES AND rl LU
ALTERNATE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH THE 6. THE CONTRACTOR SHALL,AT ALL TIMES,KEEP THE PREMISES AND ADJACENT ROADWAYS FREE FROM W u-I O
PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES(PROWAG),2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM,HIS EMPLOYEES OR HIS WORK.ALL W I- (NICC
AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE oN A DAILY BASIS.
N NI15. TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS SET AND INTENDED TO BE A MINIMUM rI
PAVEMENT SECTION REQUIREMENT.THE CURRENT GEOTECHNICAL REPORT SHALL OVER-RIDE ALL TYPICAL
PAVEMENT SECTIONS SHOWN,IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS REQUIRED.
16.EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN GENERAL NOTES: IFTe
OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION.THE CONTRACTOR SHALL
WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT. 1. PRIOR TO BEGINNING CONSTRUCTION,THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A
PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH PUBLIC WORKS,ENGINEERING INSPECTIONS
17.IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION,REFER TO THE LATEST VERSION OF THE RALEIGH DEPARTMENT(919)996-6824,AND A REPRESENTATIVE OF THE ENGINEER AND OWNER. Lim
STREET DESIGN MANUAL AND CONTACT PUBLIC WORKS STAFF FOR FURTHER GUIDANCE.
2. CONSTRUCTION,MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
18. ALL SIGNAGE ASSOCIATED WITH THE PUBLIC STREET SYSTEM SHALL ADHERE TO MUTCD STANDARDS AND RESPONSIBILITY OF THE SITE CONTRACTOR,AFTER PERMISSION BY EROSION CONTROL INSPECTOR.
SPECIFICATIONS.
3. EXISTING UTILITIES AND STRUCTURES SHOWN,BOTH UNDERGROUND AND ABOVE GROUND,ARE BASED ON
A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS.THE CONTRACTOR SHALL VERIFY FIELD ,s,,. ,,,
= 19. ANY TRANSIT STOP LOCATIONS SHOWN ARE PRELIMINARY ONLY.FINAL LOCATION SHALL BE DETERMINED ONCE
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION.ANY DISCREPANCIES BETWEEN ACTUAL FIELD
„1CAIY
THE CITY OF RALEIGH TRANSIT ROUTE HAS BEEN FINALIZED.ALL TRANSIT STOPS SHALL HAVE A 10'x20'x6"(3000 CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER O••,Oc'CN 5S/o,,,'�,�
PSI)CONCRETE PAD. IMMEDIATELY. y
d NO4. NO TEMPORARY OR PERMANENT ENCROACHMENTS(INCLUDING BUT NOT LIMITED TO:CLEARING, c rod
GRADING,FENCING,AND THE INSTALLATION OF RETAINING WALLS OR OTHER STRUCTURES)ARE PERMITTED 034355
WITHIN THE GREEN WAY EASEMENT AREA,WITHOUT PRIOR CITY APPROVAL BY THE CITY OF RALEIGH.
FNc 1 NEE
fi'ST •, 08-29-2024
t
6
Y
Pi
1 REVISIONS
ND DATE
1 2024.08.29 RESPONSE TOSPR REVIEW COMMENTS
g PLAN INFORMATION
g" PROJECT NO. SPEC-24004
FILENAME 5PEC22022-N1
CHECKED BY UV
DRAWN BY JCS
SCALE NTS
J^ DATE 06.27.2024
SHEET
PROJECT
NOTES
c
C0.00
E FINAL DRAWING-RELEASED FOR CONSTRUCTION

I HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY SHOWN HEREON L
IS BASED ON AN ACTUAL FIELD SURVEY MADE UNDER MY
SUPERVISION AND ACCURATELY REPRESENTS THE PHYSICAL
i.
FEATURES THEREON T TIME OF THIS SURVEY.
JAY OR,P.L..L-472
August 29,2024
\ DATE MCADAMS
-- _ 4 LEESHLIE IV NAD GRID(NAM 2011)
S E
The John R.McAdams Company,Inc.
4.
05 Meridian
: a 29Du ham,NC 2771 Parkway
A S 82'3'14"W----
4,4 i -540 J' 8,611.80'(GRI-, NCGS POPLIN
� r PID:AE7354 phone [phone]
NCGS RURITAN N:796,093.80
PID:AE7377 \ E:2,076,754.91 fax [phone]
XESTT:AIE RD N:794,977.70 \ license number C-0293
O8,215.77 \,
COMBINED FACTOR:
0.99992610 6h`
s rt.N.t www.mcadamsco.com
`SFr:\'.r.
VICINITY MAP °�'�.LL\LL'9` CLIENT
NOT TO SCALE \\
�'Z\\ FIRST TEE OF THE TRIANGLE
OJ \ PROPERTY LINE TABLE PROPERTY CURVE TABLE GENERAL NOTES: 8800 WESTGATE PARK DRIVE
\ N. LINE _BEARING DISTANCE CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH 1. THIS IS A SURVEY OF AN EXISTING PARCEL(5)OF LAND.THIS IS A SUITE 104
\ \ Li S 28'02'06"W 6.04' C1 39.04' 48.74' S 5122'56"E 45.64' TOPOGRAPHIC SURVEY. RALEIGH,NC 27617
\ \\ L2 S 5813'57'E 30.96' C2 334.07' 196.22' S 01'12'45"W 193.41' 2. BEARINGS FOR THIS SURVEY ARE BASED ON NC GRID NAD 83(2011).
\ 1 C3 622.35' 434.49' - S 01'57'40"E - 425.72' 3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
\ IBM C4 473.44' 413.16' S 03'92'20"W 400.18' 4. ZONING: IX-3-PK PER WAKE COUNTY GIS.
EX R/W MONUMENT 5. AREA BY COORDINATE GEOMETRY.
l <19 , \�iOP MON-413.47 6. FLOOD NOTE: THIS PROPERTY IS PARTIALLY LOCATED IN A SPECIAL
S 6� FLOOD HAZARD ZONE.IT IS LOCATED IN ZONES"X"AND"AE"AS
845.i� • \\ DEFINED BY F.E.M.A F.I.R.M COMMUNITY PANEL#3720077800J DATED
Z E E"--. 5/2/2006.
1 p7� \ 7. REFERENCES AS SHOWN
AREA IN R/W \ 8. UTILITY STATEMENT
H.M.3,PG.219 .,S B THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
NO DEED FOUND 7�7? �\ I FIELD SURVEY INFORMATION AND L7(IS11NG DRAWINGS,THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
.3, E S 8 ` I COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR
X U' --- `� I ABANDONED.THE SURVEYOR FURTHER DOES NOT WARRANT THAT
_ THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
8/{ RO INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
Z ?O E`
S 75bg Vq ES(/ILCE ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
�. -• -_ .— 1323•`•E H'N I JO' •GPU8uC R "@a _ !'/' SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
1 20'CITY OF RALEIGH SANITARY S 77y957• Yig J / I 9. MI5 SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT OF W
SEWER EASEMENT E 270.8$ e/ \ A TITLE REPORT.THIS SURVEY SUBJECT TO ANY FACTS AND
B.M.1995,PG.859 --- - I EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE
_S •. __ 1 TITLE SEARCH.
783433"E -------1---- 10.NO GRID MONUMENTS FOUND WITHIN 2000'OF SITE.
/00.58' ,S<f`�. . ------ 11. ELEVATIONS FOR THIS SURVEY ARE BASED ON XXXXXXXXX
� a1.ep BSb'49"E 173. - _� BENCH MARK"EX R/W MONUMENT'ELEV.-413.47'I Z z
F 3r 4 i " ,- 11'`'-g 87'08 58"E �,�'`,����i` _I
o �!` ee` 108.35 _ -3?. }
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I \ FINAL DRAWING-RELEASED FOR CONSTRUCTION

CONSTRUCTION SEQUENCE-STAGE 1: EROSION CONTROL NOTES "
1. OBTAIN GRADING PERMIT FROM THE CITY OF RALEIGH INSPECTIONS DEPARTMENT. 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RALEIGH STANDARDS,SPECIFICATIONS AND DETAILS.
2. CALL EROSION CONTRAOL REGIONAL COORDINATOR TO SCHEDULE A PRE-CONSTRUCTION MEETING(EAST REGION- 2. GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE CITY OF RALEIGH SOIL AND EROSION CONTROL STANDARDS AND
STEPHEN LEISCHNER(919)278-6461(.THE REGIONAL COORDINATOR AND E.C.INSPECTOR FOR THE SITE SHALL ATTEND THE SPECIFICATIONS.
MEETING.NOTIFY OWNER AND ENGINEER WHEN PRECON IS SCHEDULED SO THEY CAN ATTEND.
3. CONTRACTOR WILL BE REQUIRED TO SUBMIT SITE NPDES PERMIT FOR CONSTRUCTION ACTIVITY(NCG010000) 3. GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES DIVISION
TOSTORMWAWILINE INSPECTIONS SUBMIT
TTE PROJECT.DESSTORMWATER OF WATER QUALITY(DWQ)STANDARDS AND SPECIFICATIONS.WHERE DIFFERENT FROM CITY OF RALEIGH STANDARDS,THE MORE
STRINGENT METHOD SHALL BE APPLIED.
4. INSTALL THE FOLLOWING EROSION AND SEDIMENTATION CONTROL DEVICES PER THE APPROVED PLAN IN THE FOLLOWING 4. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED MC DAMS
ORDER.CLEAR OR REGRADE ONLY AS NECESSARY TO INSTALL THESE DEVICES: BY EITHER THE COUNTY EROSION CONTROL DEPARTMENT OR THE DWQ.
a. GRAVEL CONSTRUCTION ENTRANCE.
b. TREE PROTECTION FENCE The John R.McAdams Company,Inc.
C. SILT FENCING SURROUNDING SITE WITH SILT FENCE OUTLETS. S. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES(GREATER THAN 2H:1V)WITHIN]DAYS,10 DAYS FOR MODERATE SLOPES One Glenwood Avenue
d. SHIMMER BASIN SB-1. (3H:1V OR GREATER)AND WITHIN 14 CALENDAR DAYS EVERYWHERE ELSE(STATE LAW 2009-486). Suite 201
e. TEMPORARY DIVERSION DITCHES. 6. FOR ANY LAND-DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED,TEMPORARY OR PERMANENT GROUND Raleigh,NC 27603
5. OBTAIN APPROVAL FROM CITY INSPECTOR TO MOVE FORWARD WITH SITE WORK.IF APPROVED,PROCEED TO NEXT STEP. COVER SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED AS SOON AS PRACTICAL,BUT IN NO CASE LATER THAN SEVEN(7)DAYS
AFTER COMPLETING THE WORK.STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING IS NECESSARY TO phone [phone]
6. BEGIN CLEARING AND GRUBBING SITE UPSTREAM FROM SB-1,DIRECTING RUNOFF INTO SKIMMER BASIN AND TEMPORARY ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OFTHE fax [phone]
DIVERSION DITCHES. CONSTRUCTION SEQUENCE ON THE PLAN.
license number:C-0293,C-187
6. MAINTAIN DEVICES AS NEEDED IN ACCORDANCE WITH THE NOTES ON THIS SHEET. 7. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY.IF THE SITUATION OCCURS WHERE MUD,ROCK AND DEBRIS IS TRACKED TEMPORARY SKIMMER BASIN DESIGN TABLE
ONTO PAVEMENT,THE CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO PREVENT THE FUTURE
7. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 DAYS OF INACTIVITY. OCCURRENCE. SEDIMENT TRAP lO SB-1 SKIMMER BASIN(SB-1)CONTOUR AREA www.mcadamsco.com
8. CONTRA[TORSHALLINSPECTANDREPAIRALLEROSIONCONTROLDEVICESONCEPERWEEKANDAFTEREVERVRAINFALL 8. THE EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL FIELD MEASURES AS NECESSARY TO PROVIDE ADEQUATE PROTECTION Drainage Arm lAC.l 113 CLIENT
EVENT.GRADING ACTIVITY SHALL BE PROHIBITED IN THE AREAS OF THE SEDIMENT CONTROL DEVICES UNTIL THE AREAS FROM RECEIVING WATER COURSES.
UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED. 9. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE.THE CONTRACTOR Distmbetl Area(AC.) L58 CONTOUR CONTOUR INCR ACCUM OWNER
9. WHEN STAGE 1 CONSTRUCTION IS COMPLETE,SCHEDULE STORMWATER CONTROL FOR INSPECTION.IF APPROVED,PROCEED SHALL CALL FOR AN INSPECTION BY CITY OF RALEIGH SEDIMENTATION AND EROSION CONTROL(SEC)ONCE INITIAL MEASURES ARE IN Flow 425(CFS) 5.9a TRIANGLE GOLF FOUNDATION,INC.
TO STAGE 2. PLACE.(SEE CONSTRUCTION SEQUENCE) AREA VOLUME VOLUME
8800 WESTGATE PARK DRIVE
10. CONTRACTOR SHALL INSPECT ALL SEDIMENT/EROSION CONTROL DEVICES AFTER EACH STORM EVENT.EACH DEVICE IS TO BE MAINTAINED Bottom Elewtion 427 sq ft cu ft cu ft SUITE 104
OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
Sediment Depth 2.0' RALEIGH,NORTH CAROLINA 27617
CONSTRUCTION SEQUENCE-STAGE 2: 11.ACOPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES. 427 1222 0
Freeboard(from Sediment Depth) 2.0' ^ - T
1. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAIN EVENT THROUGHOUT CONSTRUCTION. 12. CONSTRUCTION,MAINTENANCE,AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE GRADING 428 1621 1422 1421.605
CONTRACTOR UNLESS OTHERWISE NOTED. Depth to Crest of Emergency Spillway 2.0'
2. BEGIN GRADING OF SITE.AS AREAS ARE BROUGHT UP TO PROPOSED GRADE,STABILIZE SITE WITH TEMPORARY SEEDING AND MULCH 429 2044 _1832.73 3254.335
DENUDED AREAS PER THE LATEST NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL,SECTION 6.10 AND 6.14.ALL SLOPES 13. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN 15 A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE Side Slopes 2.1 - ,
GREATER THAN 3:1 SHALL BE TACKED THROUGH ALL STAGES OF THE EROSION CONTROL PLAN.RUNOFF TO BE DIRECTED AROUND AND IS SUBJECT TO A FINE.
BUFFER AREAS.ANY SEDIMENT ENTERING BUFFER AREAS MUST BE CLEANED IMMEDIATELY. Spillway Length 10' 430 2493 _2268.SSS 5522.89
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14. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY/COUNTY 431 2966 2729.48 8252.37
3. CONTINUE TO DIRECT RUNOFF TO SB-1 THROUGH TD-1 ANDTD-2. ENGINEERING DEPARTMENT AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. Height of Berm 4.0'
4. ALL OFF-SITE STREETS SHALL BE KEPT CLEAN AS NOTED IN EROSION CONTROL NOTES DURING HAUL OFF OF EXCAVATED MATERIAL 15. PROTECTION OF EXISTING VEGETATION:AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING Top of Trap length 9B
GRADE AROUND A TREE,A CLEAN,SHARP,VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS
5. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 DAYS OF INACTIVITY. OTHER EROSION CONTROL MEASURES ARE INSTALLED.THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT Top of Trap Width 31'
FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS ILLI
6. CLEAN SKIMMER BASINS AND DIVERSION DITCHES PER MAINTENANCE REQUIREMENTS. COMPLETE.NO STORAGE OF MATERIALS,FILL,OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE Storage volume Required(cu.R) x,e44
PROTECTED AREA AND SHALL BE POSTED ON THE PROTECTION FENCE.A PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT TO
7. FOR MAINTENANCE,EROSION CONTROL MEASURES SHALL BE CLEANED ON A REGULAR BASIS AND INSPECTED FOLLOWING EACH DEGRADATION BY SUN,WIND,AND MOISTURE FOR THE DURATION OF THE CONSTRUCTION,SHALL BE INSTALLED AT THE SAME TIME AS 3,1g0 I^
RUNOFF-PRODUCING RAIN EVENT.PLEASE NOTE THE CITY OF RALEIGH RESERVES THE RIGHT TO ISSUE A NOTICE OF VIOLATION IF THE EROSION CONTROL MEASURES AND SHALL BE IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. storage Volume Provided.(cu.h.) v
EROSION CONTROL DEVICES ARE NOT PERFORMING CORRECTLY.FOR THIS REASON,THE CONTRACTOR MAY BE REQUIRED TO INSTALL
ADDITIONAL MEASURES,AS REQUIRED IN THE FIELD,TO CONTROL SEDIMENT LADEN RUNOFF. 16.A CONSTRUCTION SEQUENCE HAS BEEN PROVIDED.INSTALLATION OF ALL PROPOSED SEDIMENTATION&EROSION CONTROL MEASURES IN Sediment Surface Area Required Isq.h.) 1,910 Z
THE SEQUENCE(S)PROVIDED AND MAINTENANCE OF THOSE DEVICES IS REQUIRED.THE CONTRACTOR MAY BE ALLOWED,WITH PRIOR
8. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY(NCG010000)TO APPROVAL FROM THE OWNER,TO COORDINATE CHANGES TO THE PLAN WITH THE ON-SITE SEDIMENTATION&EROSION CONTROL Sediment Surface Area Provided(39.ft) 2,020
STORMWATER INSPECTIONS THROUGH OUT CONSTRUCTION. INSPECTOR AND THE ENGINEER. Q
Number of Skimmers _
9. GRADING PERMIT SHALL EXPIRE TWO(2)YEARS FROM THE DATE OF ISSUANCE. 17. PROVIDE INLET PROTECTION AROUND ALL SITE STORM INLETS.PROTECT OPEN PIPES UNDER CONSTRUCTION WITH EITHER PLYWOOD OR N 1
WITH MESH AND GRAVEL WEIRS.RUNOFF SHALL NOT BE ALLOWED IN ANY OPEN TRENCH. Skimmer Size 2" W O Z
a CONTRACTOR SHALL SCHEDULE INSPECTIONS USING RALEIGH'S PERMIT AND DEVELOPMENT PORTAL CONTRACTOR SHALL SCHEDULE THESE THROUGH
PERMITPORTAL.RALEIGHNC.GOV 18. CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE AS REQUIRED TO PROVIDE RELIEF FROM Skimmer Orifice Size 1" I- J
CONCENTRATED FLOWS.
19.TEMPORARY DIVERSIONS SHALL BE MAINTAINED DAILY BY CONTRACTOR SO THAT THEY ARE FUNCTIONAL AT THE END OF EACH WORKDAY Notes) N W LLJ CC
CONSTRUCTIONSEQUENCE-STAGES AND WHEN STOPPING WORK FOR RAIN. 1.Side slopes pertain only for the vertical height from the base to 1.1.1 �/ J <
the top of berm,2H:1V above that. W LL J U
1. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAIN EVENT THROUGHOUT CONSTRUCTION. 20.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY 2.See details on Alt fence baffle spaang. 'wV, I- - 1
2. BEGIN FINE GRADING AND STABILIZATION OF SITE,BEGIN TAKING TEMPORARY DIVERSION DITCHES OFFLINE AS FINE GRADING PLAN OR GRADE CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS I"
CONTINUES.AFTER ALL AREAS DRAINING TO SEDIMENT BASIN SB-1 ARE COMPLETELY STABILIZED,DISMANTLE SEDIMENT BASIN OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
AND DIVERSION DITCHES. C '
21. DISTURBANCE OUTSIDE OF THE SITE PROPERTY LIMITS OR PUBLIC RIGHT-OF-WAY SHALL ONLY BE AS ALLOWED BY SIGNED GRADING Lim LLI 2
3. ONCE ALL UPSTREAM AREAS HAVE BEEN COMPLETELY STABILIZED,DISMANTLE DIVERSION DITCHES AND SKIMMER BASIN. AGREEMENTS AND/OR EASEMENTS BETWEEN THE DEVELOPER AND THE OFFSITE PROPERTY OWNER. LL w
SKIMMER BASINS TO BE DEWATERED THROUGH USE OF PUMP CONNECTED TO A SILT BAG AS NOTED ON STAGE 3 PLAN.
STABILIZE REMAINING DISTURBED AREA AND COMPLETE FINAL SEEDING 22.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE OPEN ACCESS TO ALL PROPERTIES ALONG ADJACENT PROPERTIES DURING ri. LLJ J
6. FINISH FINE GRADING AND STABILIZATION OF SITE AREA NOTED IN PLANS,MAINTAINING SILT FENCE AND OUTLET STRUCTURES AT CONSTRUCTION PERIOD FOR IMPROVEMENTS. TEMPORARY DIVERSION DITCH DESIGN TABLE rI Lyl
DOWNSTREAM DISCHARGE LOCATIONS. 23. STORM DRAINAGE STRUCTURE LOCATIONS AND PIPE SIZES SUBJECT TO FINAL CONSTRUCTION DRAWING APPROVAL. W W Q J
TEMPORARY DIVERSION ID TD-1 TD-2 Q
7. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 OR 14 DAYS OF INACTIVITY.SEE GROUND STABILIZATION TABLE BELOW. MINIMUM DEPTH(FT) 0.5 0.5 W Ni CC
LONGITUDINAL SLOPE(FT/FT) 0.085 0.017 ll in (NI8. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY(NCG010000) SIDE SLOPE(FT/FT) 0.33 0.33
TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT. EROSION CONTROL MAINTENANCE PLAN MINIMUM BOTTOM WIDTH(FT) 1.00 1.00 S1
9. AFTER FINAL INSPECTION AND APPROVAL,REMOVE ALL REMAINING EROSION CONTROL DEVICES AND SEED/STABILIZE THESE ALLOWABLE VELOCITY YFTT/SE) 5.71 4.9310.0
AREAS. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY THE SITE CONTRACTOR FOR STABILITY AND OPERATION CALCULATEDLCULAT SHEARSTRESS
(FT/SEC))LE 9.00 .53
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY NEEDED REPAIRS SHALL BE WLE STRE (LB/FT°21 82.0065 2.25 /A
ALLOWABLE SHEAR STRESS ECIICATION 2) NET ET2.2C
' HROAACmR SHALL METPXRTALRALE INSPECTIONS USING RALEIGH'S PERMIT AND DEVELOPMENT PORTAL.CONTRACTOR SHALL SCHEDULE THESE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED. TEMPORARY LINER SPECIFICATION' ERONET P300 ERONET C125
THROUGH PERMRPORTAL.RALEIGHNCGOVCe
2. THE SEDIMENT BASINS SHALL BE INSPECTED REGULARLY DURING LAND DISTURBING ACTIVITIES AND AFTER EACH a ALL SPECIFICATIONS ARE NORTH AMERICAN GREEN ROLLMAX PRODUCTS OR EQUAL
RUNOFF-PRODUCING RAINFALL.SEDIMENT SHALL BE REMOVED AND THE BASIN RESTORED TO ITS ORIGINAL DIMENSIONS WHEN DESIGNED FOR A 25-YEAR STORM
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF EACH BASIN.PORTIONS OF THE BASIN'S GRAVEL FACING THAT Lim
TEMPORARY SEEDING SCHEDULE ARE CONTAMINATED BY SEDIMENT SHALL BE REPLACED WITH FRESH GRAVEL DURING EACH SEDIMENT REMOVAL EPISODE.
3. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL REPAIRS SHALL BE MADE
SEEDING DATE SEEDING MIXTURE APPLICATION RATE IMMEDIATELY.SEDIMENT DEPOSITS SHALL BE REMOVED AS NEEDED TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
JAN 1-MAY 1 RYE(GRAIN) 120 LBS/AC RAINFALL EVENT,AND TO REDUCE PRESSURE ON THE FENCE.FENCING MATERIALS AND SEDIMENT DEPOSITS SHALL BE REMOVED,
A KOBE LESPEDEZA 50 LBS/AC AND THE AREA BROUGHT TO GRADE FOLLOWING STABILIZATION OF UPGRADIENT DISTURBED AREAS. ,,�.............„'
MAY 1-AUG 15 GERMAN MILLET 40LBS/AC J��.�N CAROB/.1
0 4. DIVERSION DITCHES MUST REMAIN IN PLACE UNTIL PROJECT IS STABILIZED.PERMISSION SHALL BE GIVEN BY THE EROSION •0 OR SS '�y
B AUG 15-DEC 30 RYE(GRAIN) 120 LBS/AC CONTROL INSPECTOR FOR REMOVAL UPON COMPLETION OF PERMANENT UPSTREAM STABILIZATION. 2 Z JO 9 mow•
A L �y
501E AMENDMENTS _ _ `9, //ZH.//
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 3
FERTILIZER(FROM AUG 15-DEC 30,INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC). F`
A"CI NEE
MULCH '</NDA J.vPs SO
APPLY 4000 LB/AC STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL A DISK WITH ....... 08-29-2024
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
$ MAINTENANCE TOTAL LIMITS OF DISTURBANCE = 2.00 AC.
JAN 1-AUG 15:REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,REFERTILIZE,AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
z5
'V" AUG 15-DEC 30:REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.TOP DRESS WITH 50 LB/AC OF NITROGEN IN MARCH.IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEED WITH SO LB/AC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY
Ci
MARCH.
NOTE:USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT SEEDING SCHEDULE.
1 REVISIONS
e
PERMANENT SEEDING SCHEDULE N0. DATE
C 1 2024.08.29 RESPONSE TOSPR REVIEW COMMENTS
io SEEDING DATE SEEDING MIXTURE APPLICATION RATE
- AUG 25-OCT(BEST) TALL FESCUE 200 LBS/AC
- FEB-APR 15(POSSIBLE)
1 SOIL AMENDMENTS
2 FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 1000 LB/AC 10-10-10
a FERTILIZER.'a PLAN INFORMATION
MULCH
APPLY 4000 LB/AC STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL.A DISK WITH
- BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOLPROTECT NO. SPEC-24004
- FILENAME 5PEC22022-CD-PHASE 2-ECO
- MAINTENANCE
- INSPECT AND REPAIR MULCH FREQUENTLY.REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR;USE SOIL TESTS OR APPLY 150 CHECKED BY UV
LB/AC 10-10-10 FERTLIZER.MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. DRAWN BY MEM
SCALE N.T.S.
OFFSITE SPOIL NOTE DATE 06.27.2024
SHEET
L1 IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED,THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED
q. IN THE LAND-DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND-DISTURBANCE PERMIT. 81--...Ap „,-,, CONTRACTOR SHALL NOTIFYNC811 (811)OR 1-800-632-4949 AT
RI/ LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION EROSIONNOTES
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
Know what's below. THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". ALL CONSTRUCTION SHALL NFORM WITH THE LATEST C
6.0 0
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. VERSION OF THE CITY OF RALEIGH AND NCDOT STANDARDS,
Call before you dig. SPECIFICATIONS AND DETAILS.
E FINAL DRAWING-RELEASED FOR CONSTRUCTION

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\ \ \ V - y�;�ip/ ISPR-g137-2024 \\'` -\ \ ` - I / // / \ \ One Glenwood Avenue
\ \ _ —////' GR EN , 1 I ( I \ TEMPORARY SLOPE DRAIN
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_ \ I Raleigh,NC 27603
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'N / �n \ -\ \ \ \ \ \ POLAR \\\ Ll/ I / _l �'�/ EASEMENT
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LEESVILLE ROAD / I \ \ \ \ —\ .�_ "� � s / / '" i�
\ \ \ \ \ \ \ \ \\ \ \\ r �_, / // / / ASSOCIATION.INC 4t
(VARIABLE WIDTH PUBLIC R/W) ( \ / \ \ \ \ \ \ \ \ \ \ \ \ - t'�� '\\ / / / �/ / / PIN:077838470,
\ \ \\ \ \\ V /' V A A \ \ V A A \ A RHEK[<IM\T��)A V --_ A A A AV •o / / I / / \ / D.B. n69a.Pc.s99 03435
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CONSTRUCTION ENTRANCE
O APPROVED UNDER / \ \ \ \\ / j 1 I I "I) I '\ I 1 I ( / / /// / \ \ PIN:0]8 83457 REVISIONS
SPR-0137-2024 • / \� �\ \-,/ 1 ' 1 1 1 I 1 I \ \ \ / ,$� I 1 1 I �1' / / // / \D.B. n4,z,Pc.Se9
I \ \ \ \ - \ I I \ \ / /�� / / / \ \ \ N0. DATE
@ �x— /' I \ I I I \ \ \\ \ \ ---- I I 1 I \ \ ^ S \ \ N/F \ 1 2034.68.29 RESPONSE TO SPR REVIEW COMMENTS
/ \ /\ \ \ \ \ \ \ / \ 1 1 \ +ys �3 \ \ \ OLIVAS,JEREMIAH JACOB\
_ / \ I \ I \ / \ \ _,\ \ - I I ` /�, \ l ' \ OLIVAS,ALICIA MARIE
\ "� x x " z x—x� / / \ \ \ / \ \ \ \y�,�"\\,\ \ 9 �� , \� I /\ \,ram \\ \ \ F \ PIN:0778382495
ro \ \ \ \ �f'� \ ���� \/ � \ \ \ \ \ NAVARRON JACOB TAN\ D.B. 17307,PG.57 \
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__ _ \ \ \ \ �,.�..�, \ NAVARRO,LUCY KIM
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0 I U \ \ \ \ \ \ \ \ \ \. C',�%.a 'Sr\ \ I \ PARKER,CHRISTIAN H\ D.B. 17448,PG.820\ \ AtiolL 0 x0 a0 80
I \ \ \ �.���\:-. \ \ \ PARKER,RYAN J
1 � / 1 \ \ \ \ \ \ / .-.t•;!:c;`�� /' \ \ N/F PIN:ona3a,aaz \ \ \ �� PLAN INFORMATION
\+J \ I / / / -illift \ \\ \ \\ \\� '� \'sg ~4 ••,.�„•.- �\\ \ \\ LAWREN�E RUNYON, \ D.B. 18421,PG.2069 \\ \ l inch=40 ft.
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C �� C MCNEIL,ROBERT PERK DB. 17762,PG.Ste \ ,\--' FILENAME 5PEC22022-PHASE 2-S1
V lb. l -- --- \ JC\ N \ ' \ \\VU, DAVID T LEE,WAN
7-NIN\\M D.B.II1077838037822L\\ \\ \\
1 �� �J _ .- \ ��'/ CHECKED BY UV
/ // / N. GALL CONSTRUCTION SHALL BE IN
\ D.B. 17435,PG.1982 \
s \ \ y ACCORDANCE WITH THE CURRENT CITY DRAWN BY JCS
�� or VILLORIA LANE / /
n // /j \ / 65'PROTECTED I r \ OF RALEIGH ENGINEERING DESIGN AND SCALE
I �) ) a (59'PUBLIC R/W) / / �( PERIMETER BUFFER O O
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"s PHASE 2 — MOSS GLEN DRIVE— I OYCE.JOHN JOSEPH DICE. AURA I G`�Ns N1
N (SW/PUBLIC Wr / \ ELIZABETH CT \ \ Y`' MSS l\C \ SHEET
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\ / 1 W FOR ExISTING STRUCTURES The John R.McAdams Company,Inc.
\ \ \ V — y�;�1p/ ISPR-g137-2024 \\'` \\ •` \ — 1 / // / \ One Glenwood Avenue
\\ \� \ _ —'//// GR EN I I ( I TEMPORARY SLOPE DRAIN�\ _ \\=\ \\-_ -^ _-__- -=- / -_-�1 I II1pm,lI /I Suite 201
I Raleigh,NC 27603
` - _�/ _-- I I ( RLTER BERMphone 919.823.4300
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1_ •`, ��``\ ', - - -, \ , \\ �\ \\ \ \ !\\\\ \\ \\\ \ \\ \ \ 1 LD LD LIMITS OF DISTURBANCE CLIENT
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g PLAN INFORMATION
g" PROJECT NO. SPEC-24004
FILENAME SPEC22022-G1
CHECKED BY UV
DRAWN BY JCS
SCALE NTS
E DATE 06.27.2024
SHEET
EROSION CONTROL
ALL CONSTRUCTION SHALL BE IN DETAILS
i ACCORDANCE WITH THE CURRENT CITY
OF ENGINEERING
DESIGN AND
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FINAL DRAWING-RELEASED FOR CONSTRUCTION

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\ / W FOR EXISTING STRUCTURES The John R.McAdams Company,Inc.
v v A \ - y�;�i p/ I • SPR-0137-2024 \
\ \ \ ` ---_--_- I / /'/ / \ One Glenwood Avenue
\ \\ \\ \ ////' GR EN I I ( I .c,(7:11 11
TEMPORARY SLOPE DRAIN�\ -�\\\ \ \\ -° - -__//% -_-�1 I II1 pm�l I ISuite 201
I Raleigh,NC 27603
__ 300
(` �.1 \ \ J•� \ FILTER BERM phone 9.3 1.2 69__ -_-- --\ _/ I � \ \ \ \ !� \ \\ \ \ / fax [phone]�`\ -_ - \ \ \ I \�J / I \ I \ \ \ - CHECK DAM license number:C-0293,C-187
/\ \ \ \ \ -sF-sF-sF- SILT FENCE www.mcadamsco.com
\ -TP-TP-TP- TREE PROTECTION FENCE
'� �� \ --\-, ` \, \ \\ \ \\ \\\ -\-- ------
\ \ \\ /i LD LD LIMITS OF DISTURBANCE CLIENT
\ \ F \ -�-- Vil OWNER
- 4
-- -v / \ / \ \ \ \ \ �_�\ \ \ --�\_ �J WOODED AREA
\_ \ \ \ _ \ \ I ION,INC.
-- 'r•�. /,� / I ���\ \ TQO'Cltt 0\r 'E.IGH \ \ Ti„ - -� (�i/'T� \ \\\ \\ DIVERSION DITCH
\ ---- \ 6 Q / \\\\\ SANITARYY sewER EASE,-T \ \\ \ PHASE ON 41i-- d _ 8800 WESTGATE PARK DRIVE
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-"\� \ •\ • f�d / /// / \ \ \ \\ \ \--\ �\ \ `Q \ \ \ \\ �/ RALEIGH,NORTH CAROLINA 27617
\ \ J' / 1 \ N. \ \ \ \ \ f CONSTRUCTION ENTRANCE/EXIT,r ,I \ l `
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I� AREA TO BE STABILIZED WITHIN 7
�i.-_� - < \/ \\\\\)/ /j /\\ �� \ �•---- -- \\ \ \ \ \+.� `� + + + + + + DAYS,SEE SEEDING SCHEDULE
/ .-..\\\ \\ \�`/ '� \ \\/\ \\ \I f \\ \\ ]\�\- - ��, \\ \ -- \ \ • \\ ON SHEET C6.001 MATTING/LINER
-\ \ ✓_ \\\ / // ✓ \ ��- - -_��\ \\ \ \ �_ FT+T+�+�+T+T+ ON EXCAVATION SLOPES AND
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\ __\\�\\\\` \ \ i; \\`---_=��\ NNT �--� \ _ SLOPES AND SURFACE STABILIZATION: W
_y1Y �\ \.\ \ \ II - \��\� - \`-_ - __--- 1. DURING ALL STAGES OFC 1ZR,ICnON,PERMANENT GROUND COVER OR OTHER
/-- `L \\ \- \_ \\\ - - -v - - DEVICES OR ED AREASW SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED ON
/ / \\ 30'NEUSE RIVER RIPARIAN \ \\\ \ -- _ _ ALL DISTURBED AREAS WITHIN 14 DAYS FOLLOWING A TEMPORARY OR PERMANENT
/ // \��-_� \ \�\ - BUFFER ZONE1 \\ \ i _ -- _- STOPPAGE
__ \�/ ��\ \ \\ \\ \\\ �\\\ \\\\- ---,,-7'-',.....- -AO_ --- -� 2. CUT AND FILL SLOPES SHALL BE STABILIZED WITHIN 14 DAYS OF ANY GRADING PHASE.
-/ / +F4-L--- �\ \�\�\ \ \ -\ �I` \\\ /_/// _ \\\ 3. SLOPE EROSION CONTROL MATRNG SHALL BE INSTALLED FOR TEMPORARY
= �\� +a� \\/ N\\ ��- I \\ \\N--- 7 - -N\ \ STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP
\===-_-\\\`hA\� \ \\ \ \\\\\ ��f\ �I TOP OF DAM / l --1--�`- \ SLOPES(6:IORSTEEPER). Q
- - - \,� \ \ ✓ \ \ \\\\�,/ \\\ \\\ \/'///--- / - - • `\\\ 1 \ \ 4. INSTALL MATTING PER MANUFACTURER'S INSTRUCTIONS. /\J Ce Q
\\ \\ \\\'L, „\>__ � ' N \ N r( I �„ • • / • \ • \*...----__ NPDES STABILIZATION PLAN NOTES: = 2
/----=\\,\\\\\\\ \ -----L----• EXISTING POND11
\ / / /// \ / O
-\ \\ \\\ `__\� J I \\ I V I 1�••1 \�\•/• \ \\ 1. THIS PAGEISSUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER N
_ 1 I \ - PERMIT N00010000; LLI
\\y\\ \\cps\ -- --r--- / i ( / I• \ '� 2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL U
/ /"--_ \ \ \\\\\Yp��-\� �--- II / /� 1V1 \-J - STORMWATER PERMIT NCG010000 ONLY; i /WA J_
//// ------_ \\ \\\4 -�- I�I --r\ / / /• (/-• '1\ ✓'Y 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT V/ - > I-
\\\J-\--N N 30'NEUSE RIVER RIPARIAN II ,A I )I \\ TO NPDES GENERAL STORMWATER PERMIT NCGO30000; CC
/'/'-_-_--- -- \ \ \-,, �_- C-N\ a. BUFFER(ZONE 1) `/ /. `, - - - \ - /7 \\'\\- /// Q N o
/ --- ---\\\ -J =� \ / //• •I/ /� �`\��� 4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS w
/ / --- - - -� _`- - \\\\\ ` \ �/ �I /tl /• / -�.�_ NOT A PART OF THE APPROVED PLANS FOR PURPOSES OF ENFORCEMENT I� Z
i // ---- ---\ - --S-_� \�\ \\ \ 20'NEUSE RIVER RIPARIAN /7 l \J 2/ \ /j /• - ACTION UNDER THE CITY CODE. = W
\ --- \� O9<a---�2-\\\\ \\\' BUFFER(ZONE 2) /}/ I \ / /I// /// O LL J =
' - --.W,-' \�4\,.\\\ \\. //, �/ '•�<' SEEDBED PREPARATION: d 0
/ // - -- -- - -\\\N\ \\ � PROTECTION FENCING �i�_/ -\\ /I i I 1/ I / -/ - 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE W L� O J
/ / / /._ 1 --\-\--= _-09`�� \\\\\"'/%\\\- / _, \\ /� - - - EXISTING WETLAND -,A
f/ / SOIL CONDITIONS,IF AVAILABLE. W I- NI cl
/ / - / - 1--- -- --- -- y4P \�\\-,,/(�\� / \ \\ H-,26 - ( -/- / / / 2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
/ / // /^ ' / / - - \- --- --�-44, \ \\ T\ \ -\� � -- _ _//� - --�i ��� \' ( I / ///'% �- 3. REMOVE ALL LOOSE ROCK,ROOTS AND
REASONABLY SMOOTH AND UNIFORM.
OBSTRUCTIONS,LEAVING SURFACE
/ - - _ \-- \ \- HEc-K.DAM(TrJ�//- \_ JM0 __,,x ---\� -•- •. -/// _ % 1
' // // / / ^-- --- _ ---.; :\- \ -'`� - - ii � __ colli BnFF\L'Ls,(TOP,� -� l I I I /�I / - - - - (/ //�//� - /
\ \ /0-pow, / \ \ // / ' 4. APPLY
WITH SOIL AGRICULTURAL LIME,FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX
/ / / / / \\\ .��"`'-- � ss�.. \\� \\\�\\�� - �Llrrwr�sj- A�, \ - -�\� SEE 6.00 FOR 'A
II I I\ /��/�/ii/`f_- V)
\ \ j<-, \ . (� y0.°+/ l\ ./ /// 7 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM,REASONABLY UNIFORM SEEDBED
/ i WM -- -y4� Via: ,-7,-..--'\_\ \\ `��--f- ---- 'ty' \ SIZIIy41NFORMATIO� /I/i X \\ ////� // -_ / IS PREPARED FOUR TOSIX INCHES DEEP. re
/ / / / / \- -'S0 in ---- -.. \ -' \ \ \ ---_1 J3,' ,, \,L I / /1�' .,N' \\ ////� // /� --L� 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
/ / / / 1 011.1111te�� -- \- \ \ \ \ \ �s / I Imo\ I / 1 ^ /\ \_-- / /////// ifs / EQUIPMENT OR CULTIPACK AFTER SEEDING.
/ / LL
/ / / / I \ \ \ 6 \ �P\ ` *). ,\ ��jw '�3� . t!. I: \ \\I 1/ / /I / \ \ j / j// / / J. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
/ i ' i / / -- ----\\ \ \\\\\\ \Z\\\\\4j6'\ ZQ r�Z``��//•e '������\Y\ �\ �'\ /'/ / /f �-� � �'`/I / /r 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
/ \ \ \ \ \ 36 `'�,G \ _// THE PLANTING SEASON,IF POSSIBLE.IF STAND SHOULD BE MORE THAN 60%DAMAGED,
\ \ \ \ \ i.���i�� \\ \\\3 1 / / /" / / / / COMBINATION SILT/TREE RE-ESTABLISH FOLLOWING THE ORIGINAL LIME,FERTILIZER AND SEEDING RATES.
IMIT OF DISTURBANCE /^ \ \ \ \ \ \ \ \ \ �•' ✓� i ......0, /I /‘ / 7 PROTECTION FENCING
! / I/ \ �\ \ \ \ \ \ \ \ \ \ ��( / \ \\\ / / / Y - / 9. CONSULT SON AFTER
RPERMANENTENGINEERS ON COVER
TREATMENT AND -6..•11 C.A/9 �
' I / / \ lf, \ \ \ \ \ \ \ \ \ \ L`\`\'��i`.�I \ \y, \ `Ll/ / I ` / / FERTILIZATION AFTER PERMANENT COVER IS ES'TABUSHED. ,••4`,\N UAI�GA/•i•
I I 11 / \ \ \ \ \\ \\\\ \ �4e --a3 \ \\\\\\ e1`P asA / / / // N/F C0 ESS/4/'I, .s
!ERE PROTECTION' / \ ',,\
LEESVILLE ROAD 1 FENDING / \ \ =-mow � \ /
''?? ,',('/ / ENGLEHARDT PRESERVE OWNERS GROUND STABILIZATION y
( \ \ 1 /\ veA \ \ \ \ \ \\ \ \ - q\ / S / / / / / / ASSOCIATION,INC 1
.441
(VARIABLE WIDTH PUBLIC R/W) ,(/ / \ \ \ \ \ \ \ \ \\ � / // / PIN:0778384701 STABILIZATION STABILIZATION TIME
/ 60 4 \ \ \ \ \ \ \\ \ �� ) / / / / D.B. i]684,PG.599 TIME FRAME FRAME EXCEPTIONS S GINE t
\ \ \ \ \ / \ a5 . N \ \ . / \ �,\ �� / / �/ SIE AREA DESCRIPnON i 034355 t
\ I // \'�. \ 4 9 \ \ \ \\ \ \ \ \ \\ \ -- TSD-2/ \\ M / 1 / / TREE PROTECTION
\ \ \ \ \ \ 1 \ 1 I SWPERIMETER
ES,DITCHES AND ]DAYS NONE ��
� \ \ AS \ \ \ \ \ \ \ IIIII • roro II I / / SLOPES •44,1/ �i
\ \ \ \\ \ \ \ \ \ \ \\ \ \\ \ \ \\ \----- ...SLOPE DRAIN •\ u\\ \\ \\ I\IIN /o-� // / IT'I //� / FENCING ,:. •i4G A,,,,,0&29-2024
\ \\ \\ \\ \ \ \ \ \ \\ \ \ \ \ \\\\\\ \\\ -12'TEMPORARY/ \\ c•• \\ \\'4\I / • / /y`A I // _ / HIGH QUALITY WATER -------------
1.
/ / L HIGH
WQUALIT ]DAYS NONE
_ \ \ \\ \ \ \\ \ \ \ ' ' \ \ \ \\--- SLOPE DRAIN - // ^ \ \ \ \TD-2\ I / / I L I I/ / IF SLOPES ARE IO'OR LESS
ry \ I I \ \ \ 1 \ \ \ \ \ \ \ - \ \ TEMPORARY \ / I R. I I// / SLOPES STEEPER THAN IN LENGTH AND ARE NOT
_ \ \ \ \ \ ' 1 DI\(ERSION WAL I �,AAA ]DAYS
A �1 \ \ \\ \\ \ - / \ \ \ \\ \ ' \\ \\ ' \\ \ \ \-_-_ __ Ss \\ \ \ \I (n,�\ '�\ ^\\I / u / �I j/1 I / / / 3:1 STEEPER
ARE ALLOWED
4
\ \ 1 7-DAYS FOR SLOPES
o / 'max- ,_ - - \ \ \ I \ \ \ I,. \ \ \ \ / I I \ /A / / I I I I / // SLOPE53:1 OR FLATTER 14 DAYS GREATER THAN 50 FEET IN
N \ \ -- I ! \ / / /' / J I / //---
1 LENGTH
\ \ \ \ / \\ / I I I I I / / / // / d / ALL OTHER AREAS WITH NONE(EXCEPT FOR
/ \ I I ! / / / g. N/F SLOPES FLATTER THAN 14 DAYS PERIMEERSAND HOW
\ \ \ -- / N. I I I L 1 / / d \ / 4:1 ZONES)
E. PHASE 1 \ \ / I t N> // I I / / '/ / / / / i// \ EPER Z EVANS,,DAVGD
( / \ \ I 1 I ' / ' / / SAVAGE III REVISIONS
.� \ O APPROVED UNDER / \ \ \\ \ / I m \ I I I ti ( / / / / / / \ \ PIN:on63634s7
SPR-0137-2024 / \I \ \-,/ I I I I I I I I �I X / x/ �/ / \D.B. n41 z,pc.se9
@ JC��' / \ I I I \ I I I I \ \ ^ 3 \ \ N/F \ 1 2024.98.29 RESPONSE TO SPR REVIEW COMMENTS
/ A \ /\ I \ \ 1 I \ _..-,,----,vs
�+y� �3 \ /X,, \ \ OLIVAS,JEREMIAH JACOB\
/ / \ I \ / \ \ \ \ I I I `\x ,.T \ ,/ \ ' \ \ OLIVAS,ALICIA MARIE \
/ \ / I \ \ +�.� -•� \/ 3& \ ' \ \ PIN:0778382495
- / \ \ \ \ \ \ - �\ \ \/ v,_, \ \ \ \ \ \ N/F D. 17307,PG.57 \
ro _ \ \ \ �y�41'n•`4 \ \ /` NAVARRo,JACOB TAN\
\ \ \ \ \ �r'.i';'%?\ 'k \ \ NAVARRO,LUCY KIM \
\ \ \\ ��4 T,.�!• \5, '� VARIABLE WORTH GREENWAY EASEMENT\ \ PIN:0778382434 \ \
� �_ / \ \ - \ \ \ _ • �•: `\ \ '\ (GREENWAY LAYOUT AND EASEMENT N/F GRAPHIC SCALE
/ I \ \ \ COItlSTRU iION ETRRANCE ,`�•'4�%•� AS\ \ LOCATION APPROVED WITH \ PARKER,CHRISTIAN H\ D.B. 1]448,PG.820\ \ 0 20 ao 80
° I / --- I I \\ -- \ (n,P.r �` / \• �R'",...2 ` /' \ �) \ PARKER,RYAN J \ \ PLAN INFORMATION
W / 1 \ \ \ ` /Y \ PIN:0778381482 \
\ %•'• SPR-0137-20 2 \ I✓ I
\ 1 / 4g/ \ \ \ \ .�.:;�:...' �\ \ \ RUNroN,scoTr D.B. 18421,PG.2069 \ yam' A61.1k
IIDcn=ao a.
/ \� '*e\ '$ \ \ LAWRENCE RUNYON, \ \ \
g +J /' \\ \\ \\\ k \y \ N F coURTNEY MAE \ \ PROJECT NO. SPEC-24004
III, / \ \ Xk,, \x \ \ MCNEIL,ROBERT PERRY\ PIN:0]]8381420 \ y/ FILENAME SPEC22022-PHASE 2-Sl
1 1 / // / \ JC\. '6t \ \ \ \ \\VU, DAVID TN/LEE,WAN-NIN\FMC PIN:0778380378ELL\\'B. 17782.PG.518 \\ \\
V ALL CONSTRUCTION SHALL BE IN CHECKED BY UV
PIN:0778380317 \ D.B. 17657,PG.722 \
c i / // / / / \ ��' \ \ D.B. 17435,PG.1982 \ ////
r ', \ \ - \ i \ \ ACCORDANCE WITH THE CURRENT CITY DRAWN BY JCS
Or' VILLORIA LANE //// `r \ r \ \ OF RALEIGH ENGINEERING DESIGN AND SCALE r'=ao
�� a (59'PUBLIC R/W) // / \ f X \ .o O \ ��E CONSTRUCTION STANDARDS.
PHASE 2 _ -� \ DATE .202a
MOSS GLEN DRIVE-\__
IOYCE.JOHN JOSEPH DICE. AURA �' 6
R / /'�' ELIZABETH 0 \ Y'/ S CR�\N� \ SHEET
w ) (SW/PUBLIC R/Wr / / \ PIN:0778328344 Tl \ \ /- MSS QVg`\ \
1 /\ / / D.B. 1]65],PG.2642 �2 \ l59 \ I
z \ �� \ R, -/ v\ NPDES PLAN
\A._:____ _ CC 6 0 5
...„ ...., \ \ \ FINAL DRAWING-RELEASED FOR CONSTRUCTION

1 1
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE
THE NCGOI CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE vzTH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. &
activity being considered compliant with the Ground Stabilization and Materials Handling =�•`s-i,•-=' i".-uf -
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the ���lll sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The ?t"IT g -- sr
permittee shall comply with the Erosion and Sediment Control plan approved by the Project. '� !"1„Y�a
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect WI spent fluids,store in separate containers and properly dispose -"'- r-'a =1 -a+ •"•� • MCADAMS
may not apply depending on site conditions and the delegated authority having jurisdiction.
hazardous waste ehicle(recyewhen possible).
5. Remove leaking vehicles and construction equipment from service until the problem BIZ)=J-. �"-'-•m•
has been corrected. 'T-T' ;3�„�,•Y, �° I�.,iS'✓x."'g:+,�
SECTION E:GROUND STABIUTATON �• ^.. The John R.McAdams Company,Inc.
Required Ground Stabilization Timerames 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ea w R%% am One Glenwood Avenue
Stabilize within this to a recycling or disposal center that handles these materials. B°T"�..-16 1:/Wt F.,- Suite 201
Site Area Description many calendar " �
calendar Tlmeframe variations a" Q MOPE`a"IL4v sr rri Raleigh,NC 27603
days after ceasing LITTER,BUDDING MATERIAL AND LAND CLEARING WASTE _
land disturbance I. Never bury or burn waste.Place litter and debris in approved waste containers. phone [phone]
(a) Perimeter dikes, 2. Provide a sufficient number and size ofwarte containers(e.g dumpster,trash CONCRETE WASHOUTS fax [phone]
swaies,ditches,and 7 Nonereceptacle)on site to contaIn construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. license number:C-0293,C-187
perimeter slopes 3. Locate waste containers at least 50feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue In accordance with local
(b) High Quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HOW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers In accordance with the above Item and In www.mcadamsco.com
If slo length from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the miner and associated materials on impervious barrier and within
(c) Slopes steeper than pee erthao2l1,tin ten hand are 5. Cover waste containers at the end of each workdayd before staen events or lotfence.3:1 7 allosteeperthan2:1,14daysare deseconda containment.Repairreplace dwastecontainers. Penmmpoaryconcr CLIENT
allowed prow secondary ainmen. or rep ace damaged 4. Installtemporaryconcrete washouts per local requirements,where applicable.if an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for OWNER
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two TRIANGLE GOLF FOUNDATION,INC.
-7 days for perimeter dikes,swats, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk 8800 WESTGATE PARK DRIVE
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.stormwater accumulated within the washout may not be pumped into or SUITE 104
-10 d s for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Squid waste must
aY RALEIGH,NORTH CAROLINA 27617
-7 days for perimeter dikes,swats, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at leas[other feet from storm drain Inlets and surface waters unless it
(e) Areas with slopes an be shown that no alternatives are reasonablyavailabw At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protoverflow of storm drain inlet)closest to thewashoart which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washout in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If50 foot components when no longer functional.When utilizing alternative or proprietary W
technlques In the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary sablltratlen 1 !immanent SabeBatlm I ono gravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or In high in n approved disposal facility.Fill pit,if applicable,and stabilize any disturbance gaff
other mulches and tackieers other mulches and tacuriers foot traffic areas. caused `/by removal of washout. � )
•Hydroseeding •Gmtexdle fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit. -
•Appropriately applied straw or other mukh •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticdes and rodenticides in accordance with label Q
•uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least _2. Store herbicides,pesticides and rodenticides in their original containers with the ii w
•structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls
label,which lists directions for use,ingredients and first old steps in case of g� 0 z
Iretaining walls and surface waters unless it can be shown no Other alternatives are reasonably
•Rolled erosion control products with grass seed available. accidental poisoning. �/
_ 2. Protect stockpile with slit fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is \ =
POLYACRYLAMIDES IPAMSI AND FLOCCULANTS five feet from the toe of stockpile- possible or where they may spill or leak into wells,stormwater drains,ground water N / dO
1. Select flocculants that area to for the soils beingexposed3. Provide stable stone access or surface water.If a spill occurs,clean area immediately. LLJ W CC
appropriate expose during point when feasible. 4. Do not stockpile these materials onsite. W CC J <
construction,selecting from the NC DWR List Of Approved PAMS/F/occulants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance - 2 W J U
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined H _
3. Apply flocculants at the concentrations specified in the NC DWR list of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE -
PAMS/Floccu/ones and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. ~
4. Provide ponding area for containment of treated Stormwater before discharging - 1. Create designated hazardous waste collection areas On-site. /r 2 (n O
2te. . Place hazardous waste containers under cover or in secondary containment. \� z
5. Searoffsle flocculants in leak-proof containers that are kept under storm-resistant cover 'T" Ej NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. T w
Or surrounded by secondary containment structures. i Environmental Quality O E. W J =
a �
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/1] W L,_ p
W I- NI CC
PART ill PART III PART III Li") NI
S-1
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING //�
Self-inspections are required during normal business hours in accordance with the table I.EBSC Plan Documentation 1.Occurrences that Must be Reported �/��
below.When adverse weather or site conditions would cause the safety of the Inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition Ina stream or wetland.
which it Is safe to perform the inspection.In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for aaaaaa�
greater than 1.0 Inch occurs outside of normal business hours,the seR-Inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the net business day.Any time when inspections _ (b) Oil spills if:
were delayed shall be noted In the Inspection Record. Item to Daaanatt Dzweearrauoe ReghRruh.me • They are 25 gallons or more,
seam_tay la)each EASE measure has been Installed Initial and date each E&SC measure an amps • They are less than 25 gallons but cannot be cleaned up within 24 hours,
wpm laag•aral inap•nbn racwds nue Include: and does not significantly deviate from the of the approved EASE plan or complete,date • They cause surface waters(regardless of volume),
_ 5,asea shood locations,dimensions and relative elevations and sign an inspection report that lists each ey taus (reg )
(Damn gauge Oathrainfall shown on the approved EASE plan. EASE measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). s•saaarrtase
n1neeb d no dalvnit plan.This documentation Is required upon the •'.,yf CA/1oyaa
goad worms ftaan um Initial installation of the EASE measuresor Iat. f
•s Q-� /se•
order ys(amatm
wll determine if tact mPninspet for ction h the EASEmeasumes aremadifed after initial (c) Releases of hazardous substances In excess of reportable quantities under Section 311 $43 SSIO 9aaII.
n eL Days on which no ramranancmrred shall be recorded as Installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA 9
Tne pecmirtee may use gnome an mpnnonea davit (b)A phase of grading Ws been completed. Inmel oak des•copy of the approved EASE
(Ref:40 CFR 302.4)or G.S.143-215.85.
von by the av°m ,�NA
'C'l Ill CAW At least plan or complete,date and sign an Inspection 7. 1 3 55
k4aara vane 2.Date inspected, reportalntlkate completion of the days
and t.to construction c (d) Anticipated bypasses and unanticipated bypasses. FjP
.,d within rim p.m',error.,Me inspection, phase. •GINS
\ hours nllao elt n 4. aeon"o wnnner the ma,sum were operatingevent, W Mound cover is located and Installed initial and date a copy of Me approved E&SC ae•`,/N4A J VP`\s'S,•m 24 hours In accordance with the approved E&SC plan or complete,date and sign an Inspection (el Noncompliance with the conditions of this permit that may endanger health or the y a 0&z9-xoz4
actions6 Drynntlon,evidence.and date of corr.. taken. plan. report to Indicate compliance with approved environment. ura
IDlsrorvwar a it cad, ground cover specifications.
Medeeae
03 outtalk(SO.) mnlw n . eper.performing the Inspect n (a)The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Tlmetrames and Other Requirements
hours,t drain r mdiomn m vnrmwner pollution such,:col requirements for all EASE measures After a permittee becomes aware of en occurrence that must be reported,he Shall contact
$ floating or suspended solids or aiudoranon, have been performed, the t Division office within the timeframes and in accordance with the
z4 hours o non n S....Pon f vn&le sediment lawns the site appropriate regional 6 s oeasdpmn,evidence, le)Corrective actions have been taken Initial and ateampyof the ndsapproved MSC other requirements listed below.Occurrences outside normal business hours may also be
r si Peimeem once per vAmble sediment*Is founde outside she Rm¢,men a reeve aE&SC measures. piano mmpba,aaand sign an inspection 858-03dtO the De artm¢nt'S EOVIronmentdlEm¢r en Center
Me of the r4lbvdna shall be made: eo correct.actions m. report toIndicate the mmDletion of the P Emergencypersonnel at(800)
a.con 24w Pc rs taken to dean up orm IA.thaswmnt t.hal. corrective acme. 858-0368.
li ten.Ma edit [the'delimits, -.
H zevent 2 10 4 hnu,s Inch In Pc explanation
r tw,.,m4a•M.,eM,warmrremae,wn anions 2.Additional Documentation to be Kept on Site Daasaena Ref, eTimehama(Afar Disc and Other ReauiremaW
3. .dim actions eanm Paced.More in addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment •within 24 hours,an oral or electronic notification.
(slsnams°, nee per Increased a site and available for inspectors at all times during normal business hours,unless the depotoon in a •Within 1 calendar days,a report that contains a description of the
_' turbidity from Usefeco�mw n°' Division provides a site-specific exemption based an unique site conditions that make mean rwedald sediment and actions taken to address the cause of the deposition.
1 M , a.e in24 mefol..shallbemade: this requirement not practical: on suit may waNe the requirement fofa written report ona REVISIONS
(v*mnte n eand aahn"I t"netuve enapna uken,eM case-by-use bash.
•tte.dNel Ne -010.10 w rer..hen (a) This General Permit as well as the Certificate Of Coverage,after it Is received. •If the stream is named on the NC fist es impaired for sediment-
_ eon a)ofthrtrormtt, related causes,the lennRre be e may be required to perform additional NO. DATE
jl Ground 4 Ahe�eath phase cingnns,an b of Mdmeereuacstabilization moaoring,Inspections or apply more stringent pattkesartaR
M grading (b) Records of inspections made during the previous twelve months.The permittee shall 1 3024.08.29 RESPONSE TO SPR REVIEW COMMENTS
measure of as grubbing,madoauiaona,m record the required observations on the Inspection Record Form provided by the determine that additional impaired-waters
are n«eedmaaure comps rt�.
Pa nit n,reayobPmenc permanent Division or a similar inspection form that includes all the required elements.Use of _ with the federal or state impaired-waters conditions.
�e'I[vt; electronically-availablerecords in lieu of the required paper Copts will be allowed if releasMOHe
spllh and • Within 24 hours,an oral or electronic date,lication.The notification
'•°ground s'bIllnoon shown to de e d utility the hard-copy d release of shall include information about the time,nature,volume and
hem.E. measures hNe previam within de rem.. provide qua access an sty as py records. Mardian location of the spill cr release.
ones pm pit assurancem,tmrywglMe,mmau 3.Documenation to be Retained for Three Years substances per Item
All data used to complete the a-NOI and all inspection records shall be maintained fora period 1@tic)above
NOTE:The rain Inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request)40 CFR 122.411 (ci aAnticipated[40C •T re repo to an de a 50a15aWars M f at the dated ua l y end
bypasses[406R The sport shill include an ewlwtlon of the antldpetetl4wliry end
0 id)
effect of the bypass. PLAN INFORMATION
b
4 PART II,SECTION G,ITEM(1) (tll Uruhdklpettl • Within 11 hours,an sal or electronic notification.
.E DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypwu[40CFR • Within 7 calendar days,a report that includes an evem luan of the
132.41(m)(3)I quality and effect of the bypass. PROJECT Na SPEC-24004
or electronic
o Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down wiNht mkitlom • Within 1calenardaysla report maceoma la description of the FILENAME SPEC22022-G1
for maintenance or close out unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of nth pamh that noncompliance,and Its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may matt including exact data and times,and lithe noncompliance has not CHECKED BY LJV
hearth or the Men corrected,the anticipated time noncompliance is expected to
(a) The USG plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions In which it will occur.The non-surface withdrawal ememnmall40 continue;and stem taken or planned to reduce,eliminate,and DRAWN BY JCS
shall not commence until the E&SC authorityhasa approved these Items, cm 122A1gK7)I prevent reoccurrence of the noncompliance.aao CFR 122.4108
Pan pprSCALE 1"=40'
a (b) The non-surface withdrawal has been reported as an anticipatedbypass in accordance with Part III,Section C,Item(2)(c)and(dl of this oaseb-ccso may the for
P nt basI e-by-nse basis. DATE 06.27.2024
ic (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that Is removed from the sediment basin.Examples of appropriate controls include
gl properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, SHEET
LI (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
V. (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of WI devices,and " ;I,NORTH CAROLINA
(f) Sediment removed from the dewatering treatment devices described in item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. P,Environmental Quality NPDES DETAILS
u CONSTRUCTIONALL NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 ACCORDANCE WITH THE CURRE SHALL BE NT AND NOTES
CITY
I CCONSTRUCTIONF RALEIGH N STANDARDSDESIGN AND C6•06
E FINAL DRAWING-RELEASED FOR CONSTRUCTION