30190758 Ver 1_OVERALL GRADING PLAN_20190913

Strickland, Bev
From: Beasley, Troy <[e-mail]>
Sent: Friday, September 13, 2019 10:41 AM
To: Goss, Stephanie; Deck, Erin M
Subject: RE: [External] RE: Pleasant Park, Project #20190758 - Submittal of Requested
Additional Information
Attachments: Pleasant Park - 5.0 - OVERALL GRADING PLAN.pdf
1 email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ov
Stephanie,
This email is in follow-up to our site meeting on 8/22/19 to review the proposed impacts. During the site meeting, you
requested the additional information regarding how the hydrology would be maintained for the remaining portions of
Stream 4 (downstream of Impact 11), Wetland K (below the amenity site) and the remaining portion of the finger of
Wetland D (downstream of Impact #6). Below are our responses:
• Stream 4 (downstream of Impact 11) — The stormwater management system for the baseball fields have been
designed to outfall beside of the retaining wall on the south side of the road crossing. Natural topography will
direct the sheet flow from the outfall into the remaining portion of Stream 4. Additionally, Stream 4 is an
intermittent stream which receives groundwater discharge. Therefore, between the combination of the
stormwater outfall and groundwater discharge, the hydrology of the upper segment of Stream 4 will be
maintained in the post -development condition.
• Wetland K (below amenity site) — the stormwater management system has been designed with an outfall
though the retaining wall around the upper edge of Wetland K. By discharging stormwater drainage directly into
Wetland K, the hydrology will be maintained.
• Wetland D (downstream of Impact #6) — the area to the north of the finger of Wetland D will be graded to direct
sheet flow runoff into Wetland D below Impact #6, which will maintain the hydrology of this portion of Wetland
D.
I have provided a full size (24x36) Overall Grading Plan with these specific areas marked and specific notes provided for
each.
Please let me know if you have any questions or require any additional information to complete your review and
issuance of the 401 WQC.
Troy Beasley
0
219 Station Road, Suite 101 1 Wilmington, NC 28405
Office: 910.256.9277 1 Direct: 910.509.6512
Mobile: [phone]
[e-mail]

CONFIDENTIALITY AND NONDISCLOSURE
From: Goss, Stephanie [mailto:[e-mail]]
Sent: Monday, August 05, 2019 2:08 PM
To: Beasley, Troy <[e-mail]>
Subject: RE: [External] RE: Pleasant Park, Project #20190758
Troy,
Please see the link below to view the request for additional information letter dated August 24, 2109. This e-mail
confirms receipt of your additional information received on August 1, 2019. 1 appreciate the quick reply. It is noted our
site visit is scheduled tomorrow as well.
https://edocs.deg. nc.gov/WaterResources/0/doc/945166/Page1.aspx?searchid=acd46135-65ec-41bc-94fa-
b353a3739681
See you tomorrow at 10:30.
Stephanie Z. Goss
Environmental Senior Specialist
Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 276o9
919-791-4256
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Beasley, Troy <[e-mail]>
Sent: Thursday, August 01, 2019 10:45 AM
To: Goss, Stephanie <[e-mail]>
Subject: [External] RE: Pleasant Park, Project #20190758
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
nc. ov
Stephanie,
Attached is our response to the requested additional information in your email below. Please let me know if you have
any questions.
Troy Beasley

219 Station Road, Suite 101 1 Wilmington, NC 28405
Office: 910.256.9277 1 Direct: 910.509.6512
Mobile: [phone]
[e-mail]
CONFIDENTIALITY AND NONDISCLOSURE
From: Goss, Stephanie[mailto:[e-mail]]
Sent: Wednesday, July 24, 2019 1:15 PM
To: Beasley, Troy <[e-mail]>
Subject: Pleasant Park, Project #20190758
Troy,
I am currently in the process of reviewing the above referenced project. Can you please provide more details for the
following impacts:
1. Avoidance & Minimization for Wetland & Stream Impacts - Please provide more details regarding avoidance and
minimization of wetland impacts #1, 2, 6, & 13 and stream impact #14 for this project. [15A NCAC 02H .0506(f)
and (g)]. This Office believes that the wetland and stream impacts (labeled on the plans as wetland impacts #1,
2, 6, & 13 and stream impact #14) can be moved or reconfigured to avoid the impacts. Please revise the plans
to avoid the impacts or provide a detailed explanation of why this plan for the activity cannot be practically
accomplished, reduced or reconfigured to avoid impacts to these impacts.
2. Stream Impact (Impact area #14 for 173 linear feet). Please provide more details describing exactly what type of
excavation will be carried out for the stream impact -will it be filled in with gravel/fill material etc. What
measures will be taken to prevent a sink hole in the future which can cause in -stream sediment.
3. In addition to your written response, DWR deems that a site visit is warranted, please contact Stephanie Goss at
919-791-4256 or [e-mail] to set up a site visit [Title 15A NCAC 02B .0267 (11)]
Thanks in advance!
Stephanie Z. Goss
Environmental Senior Specialist
Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 276o9
919-791-4256
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties

ENCROACHMENT PORTION
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L1
S60°14'08"E
77.78'
L8
S60°14'08"E
95.30'
L15
N46°16'42"E
115.68'
L22
S82°42'43"E
3.90'
L2
N27°28'28"W
1.17'
L9
N85°17'03"E
130.24'
L16
S33°03'23"E
100.54'
L23
S52°37'54"E
67.69'
L3
NO°05'23"W
309.09'
L10
S88°04'10"E
172.56'
L17
S51°52'03"E
60.48'
L24
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82.23'
L4
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202.61'
L11
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117.27'
L18
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94.69'
L25
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44.90'
L5
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215.01'
L12
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164.97'
L19
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169.83'
C20
L6
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74.95'
L13
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154.19'
L20
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119.55'
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42.57'
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104.86'
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LENGTH
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100.00'
256.98'
191.88
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300.00'
48.85'
48.80
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C17
225.00'
208.06'
200.73
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250.00'
119.49'
118.35
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200.00'
101.21'
100.13
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62.75'
61.73
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226.59'
221.24
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87.92'
87.22
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141.42
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135.17
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500.00'
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GRADING NOTES: 10. ALL SLOPES GREATER THAN 3:1 BUT LESS THAN 2:1 SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION OR SUITABLE COMBINATION OF PLANTINGS AND SEGMENTAL BLOCK RETAINING WALL NOTES: EASEMENT NOTE: The signatures affixed below certify that this sheet has been reviewed and approved solely per
RETENTION DEVICES, the certifications signed on the cover sheet of these construction plans.
11. SLOPES EQUAL TO 3:1 SHALL BE STABILIZED WITH PERMANENT GROUNDCOVER, NOT WITH TURF GRASS.
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING BUT NOT LIMITED TO TESTING, CLEARING, INSTALLATION OF S&E MEASURES, OR GRADING, SHALL OCCUR UNTIL 1. TW -REFERS TO TOP OF WALL ELEVATION. BW -REFERS TO BOTTOM OF WALL ELEVATION AT FINISHED GRADE 1. ONSITE EASEMENTS FOR PUBLIC UTILITIES ARE NOT REQUIRED SINCE THE
REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING 12. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY NOT FOOTING GRADE. PROPERTY IS OWNED BY THE TOWN.
DEPARTMENT OR BY CALLING 919 249-3426. ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET ANY APPLICABLE STANDARDS FOUND IN THE TOWN OF APEX STANDARD 2 IF STAKED BY WITHERSRAVENEL, INC., BOTTOM OF WALL GRADE AT FINISHED GRADE WILL BE STAKED. ANY
2. PROTECTION FENCING MUST BE PLACED: SPECIFICATIONS AND STANDARD DETAILS AND THE REQUIREMENTS OF THE TOWN OF APEX PARKS AND RECREATION DEPARTMENT. DIFFERENCES BETWEEN FOUNDATION OF WALL AS COMPARED TO FINISHED GRADE BOTTOM IS TO BE STATED PW - Transportation Date WR - Stormwater Date
3. AWAY FROM ANY SAVED TREE ONE FOOT FOR EACH INCH OF TREE CALIPER 13. THE SCREENING OF LOADING DOCKS, ROLL-OUT TRASH CONTAINERS, DUMPSTERS, OUTDOOR STORAGE, MECHANICAL AND HVAC EQUIPMENT, AND SIMILAR SO ON RETAINING WALL PLANS BY OTHERS.
FACILITIES ON THE ROOF, GROUND, OR BUILDING SHALL MEET THE REQUIREMENTS OF UDO SEC. 8.2.8. SPECIFICALLY, SCREENING MUST BE DONE SO THAT:
4. ALONG THE BOUNDARY OF ANY OTHER DESIGNATED RESOURCE CONSERVATION AREA, SUCH AS BUT NOT LIMITED TO HISTORIC BUILDINGS AND STRUCTURES, 3. IF WALL CONTRACTOR REQUIRES ADDITIONAL STAKING BEYOND WALL AT FINISHED GRADE, THE WALL
WETLANDS, BUFFERS AND PONDS a. IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND LANDSCAPE. ENGINEER OR OTHERS WILL PROVIDE A CAD FILE FOR ALL WALL(S) NOTING LOCATION OF THE ITEMS TO BE EMERGENCY ACCESS NOTES:
5. ALONG THE OUTSIDE LINE OF THE 100 -YEAR FLOODPLAIN, AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. b. SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL MATERIALS OF THE BUILDING OR LANDSCAPE, AND ARE SIMILAR IN STAKED. LOCATIONS WHERE WALL BREAKS OR CHANGES IN WALL ANGLES ARE TO BE NOTED ON THE CAD FILE. Building Inspections Date Planning Date
MATERIALS AND COLOR.
6. ADDITIONAL PROTECTION FENCING MAY BE REQUIRED IN OTHER LOCATIONS CLOSE TO THE CONSTRUCTION ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE 4. WALL BATTER ASSUMPTIONS 1. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION.
ZONING ENFORCEMENT OFFICER; SUCH AS AREAS MAY INCLUDE BUT ARE NOT LIMITED TO COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.)." c. SCREENED ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC STREETS, AND A TOTALLY OPAQUE SCREEN IS ACHIEVED. . 1/4" PER 8" VERTICAL RISE 2. CONSTRUCTION VEHICLE PARKING LIMITED TO ONE SIDE OF THE ROAD
d. ANY GROUND -MOUNTED HVAC OR OTHER MECHANICAL OR UTILITY EQUIPMENT SIX (6) FEET TALL OR HIGHER MUST BE FENCED AND LANDSCAPED.
7. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED • THE WALL CONTRACTOR/ OR WALL ENGINEER SHALL NOTIFY THE CIVIL ENGINEER IF THE RETAINING WALL (OPPOSITE OF HYDRANTS).
e. DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS BE EIGHT (8) FEET TALL OR THE HEIGHT OF THE DUMPSTER, WHICHEVER IS GREATER, WR - Utility Engineering Date Planning - Transportation Date
AREA (E.G. RCA, THE CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHTS-OF-WAY), AND SHALL BE CONTAINED ENTIRELY ON SITE. BATTER MUST DEVIATE FROM THE ABOVE WALL ASSUMPTIONS AT THE TIME OF DESIGN FOR VERIFICATION TO 3. TEMPORARY STREET SIGNS INDICATING "NO CONSTRUCTION VEHICLES THIS SIDE
8. A GRADING PERMIT, WHEN APPLICABLE, CAN BE ISSUED BY THE BUILDING INSPECTIONS DIVISION ONLY AFTER APPROVAL OF TREE PROTECTION FENCING, S&E AND BE BUILT OF MASONRY MATERIAL WITH OPAQUE GATES. WHERE PRACTICABLE, SHRUBS OR OTHER PLANTS MUST BE PLANTED OUTSIDE THE ENCLOSURE TO MEET SITE DESIGN CRITERIA. OF STREET" IN ENGLISH AND SPANISH ARE REQUIRED UNTIL FIRST LIFT OF
VISUALLY SOFTEN THE APPEARANCE.
MEASURES IN PLACE AND APPROVED AND A CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED BY THE PUBLIC WORKS DEPARTMENT. 5. PRIOR TO WALL STAKING, A MEETING SHALL BE HELD BY THE SURVEYOR AND WALL CONTRACTOR TO ASPHALT IS PASSABLE BY VEHICLES.
9. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER THAN FIVE (5) FEET IN HEIGHT WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS, 14. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED BEFORE A FINAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR ANY DETERMINE STAKING CRITERIA. 4. SILT FENCING SHALL MAINTAIN T CLEARANCE AROUND FIRE HYDRANTS. Electric Date Fire Date
INCLUDING RETAINING WALLS OR MECHANICALLY STABILIZED EARTH WALLS SHALL BE DESIGNED AND CONSTRUCTED UNDER THE RESPONSIBLE CHARGE OF A BUILDING WITHIN THAT PHASE. 6. CONTRACTOR TO INSTALL TEMPORARY FENCING/BARRICADES DURING CONSTRUCTION UNTIL PERMANENT
REGISTERED PROFESSIONAL ENGINEER AND COMPLY IN ALL ASPECTS WITH THE NC BUILDING CODE SEC. 1610. RETAINING SYSTEMS MEETING THESE CRITERIA 15. PRIOR TO APPROVAL OF A FINAL PLAT OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY DEVELOPMENT WHERE A STORMWATER CONTROL MEASURE FENCING IS INSTALLED.
SCM IS REQUIRED, CONTACT THE ENVIRONMENTAL PROGRAMS MANAGER AT 919-249-3413 TO DEMONSTRATE THAT THE REQUIRED STRUCTURE IS IN PLACE IS
WILL REQUIRE A SEPARATE BUILDING PERMIT PRIOR TO THE START OF WORK. RETAINING STRUCTURE MATERIALS MUST BE AN INTEGRALLY TINTED BROWN, RUST, (SCM) Q ' Q 7. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO PERMANENT FENCING DURING CONSTRUCTION.
OR EARTH -TONE COLOR. OPERATIONAL, AND COMPLIES WITH ALL RELEVANT PORTIONS OF LIDO SEC. 6.1.12 ENGINEERED STORMWATER CONTROLS. IF THE SCM IS USED AS PART OF A g ALL RETAINING WALLS AND OTHER RETENTION STRUCTURES MUST BE INTEGRALLY TINTED OR STAINED AN WR - S&E Date Parks, Recreation & Cultural Res. Date
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GRADING NOTES: 10. ALL SLOPES GREATER THAN 3:1 BUT LESS THAN 2:1 SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION OR SUITABLE COMBINATION OF PLANTINGS AND SEGMENTAL BLOCK RETAINING WALL NOTES: EASEMENT NOTE: The signatures affixed below certify that this sheet has been reviewed and approved solely per
RETENTION DEVICES, the certifications signed on the cover sheet of these construction plans.
11. SLOPES EQUAL TO 3:1 SHALL BE STABILIZED WITH PERMANENT GROUNDCOVER, NOT WITH TURF GRASS.
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING BUT NOT LIMITED TO TESTING, CLEARING, INSTALLATION OF S&E MEASURES, OR GRADING, SHALL OCCUR UNTIL 1. TW -REFERS TO TOP OF WALL ELEVATION. BW -REFERS TO BOTTOM OF WALL ELEVATION AT FINISHED GRADE 1. ONSITE EASEMENTS FOR PUBLIC UTILITIES ARE NOT REQUIRED SINCE THE
REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING 12. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY NOT FOOTING GRADE. PROPERTY IS OWNED BY THE TOWN.
DEPARTMENT OR BY CALLING 919 249-3426. ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET ANY APPLICABLE STANDARDS FOUND IN THE TOWN OF APEX STANDARD 2 IF STAKED BY WITHERSRAVENEL, INC., BOTTOM OF WALL GRADE AT FINISHED GRADE WILL BE STAKED. ANY
2. PROTECTION FENCING MUST BE PLACED: SPECIFICATIONS AND STANDARD DETAILS AND THE REQUIREMENTS OF THE TOWN OF APEX PARKS AND RECREATION DEPARTMENT. DIFFERENCES BETWEEN FOUNDATION OF WALL AS COMPARED TO FINISHED GRADE BOTTOM IS TO BE STATED PW - Transportation Date WR - Stormwater Date
3. AWAY FROM ANY SAVED TREE ONE FOOT FOR EACH INCH OF TREE CALIPER 13. THE SCREENING OF LOADING DOCKS, ROLL-OUT TRASH CONTAINERS, DUMPSTERS, OUTDOOR STORAGE, MECHANICAL AND HVAC EQUIPMENT, AND SIMILAR SO ON RETAINING WALL PLANS BY OTHERS.
FACILITIES ON THE ROOF, GROUND, OR BUILDING SHALL MEET THE REQUIREMENTS OF UDO SEC. 8.2.8. SPECIFICALLY, SCREENING MUST BE DONE SO THAT:
4. ALONG THE BOUNDARY OF ANY OTHER DESIGNATED RESOURCE CONSERVATION AREA, SUCH AS BUT NOT LIMITED TO HISTORIC BUILDINGS AND STRUCTURES, 3. IF WALL CONTRACTOR REQUIRES ADDITIONAL STAKING BEYOND WALL AT FINISHED GRADE, THE WALL
WETLANDS, BUFFERS AND PONDS a. IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND LANDSCAPE. ENGINEER OR OTHERS WILL PROVIDE A CAD FILE FOR ALL WALL(S) NOTING LOCATION OF THE ITEMS TO BE EMERGENCY ACCESS NOTES:
5. ALONG THE OUTSIDE LINE OF THE 100 -YEAR FLOODPLAIN, AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. b. SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL MATERIALS OF THE BUILDING OR LANDSCAPE, AND ARE SIMILAR IN STAKED. LOCATIONS WHERE WALL BREAKS OR CHANGES IN WALL ANGLES ARE TO BE NOTED ON THE CAD FILE. Building Inspections Date Planning Date
MATERIALS AND COLOR.
6. ADDITIONAL PROTECTION FENCING MAY BE REQUIRED IN OTHER LOCATIONS CLOSE TO THE CONSTRUCTION ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE 4. WALL BATTER ASSUMPTIONS 1. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION.
ZONING ENFORCEMENT OFFICER; SUCH AS AREAS MAY INCLUDE BUT ARE NOT LIMITED TO COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.)." c. SCREENED ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC STREETS, AND A TOTALLY OPAQUE SCREEN IS ACHIEVED. . 1/4" PER 8" VERTICAL RISE 2. CONSTRUCTION VEHICLE PARKING LIMITED TO ONE SIDE OF THE ROAD
d. ANY GROUND -MOUNTED HVAC OR OTHER MECHANICAL OR UTILITY EQUIPMENT SIX (6) FEET TALL OR HIGHER MUST BE FENCED AND LANDSCAPED.
7. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED • THE WALL CONTRACTOR/ OR WALL ENGINEER SHALL NOTIFY THE CIVIL ENGINEER IF THE RETAINING WALL (OPPOSITE OF HYDRANTS).
e. DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS BE EIGHT (8) FEET TALL OR THE HEIGHT OF THE DUMPSTER, WHICHEVER IS GREATER, WR - Utility Engineering Date Planning - Transportation Date
AREA (E.G. RCA, THE CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHTS-OF-WAY), AND SHALL BE CONTAINED ENTIRELY ON SITE. BATTER MUST DEVIATE FROM THE ABOVE WALL ASSUMPTIONS AT THE TIME OF DESIGN FOR VERIFICATION TO 3. TEMPORARY STREET SIGNS INDICATING "NO CONSTRUCTION VEHICLES THIS SIDE
8. A GRADING PERMIT, WHEN APPLICABLE, CAN BE ISSUED BY THE BUILDING INSPECTIONS DIVISION ONLY AFTER APPROVAL OF TREE PROTECTION FENCING, S&E AND BE BUILT OF MASONRY MATERIAL WITH OPAQUE GATES. WHERE PRACTICABLE, SHRUBS OR OTHER PLANTS MUST BE PLANTED OUTSIDE THE ENCLOSURE TO MEET SITE DESIGN CRITERIA. OF STREET" IN ENGLISH AND SPANISH ARE REQUIRED UNTIL FIRST LIFT OF
VISUALLY SOFTEN THE APPEARANCE.
MEASURES IN PLACE AND APPROVED AND A CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED BY THE PUBLIC WORKS DEPARTMENT. 5. PRIOR TO WALL STAKING, A MEETING SHALL BE HELD BY THE SURVEYOR AND WALL CONTRACTOR TO ASPHALT IS PASSABLE BY VEHICLES.
9. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER THAN FIVE (5) FEET IN HEIGHT WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS, 14. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED BEFORE A FINAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR ANY DETERMINE STAKING CRITERIA. 4. SILT FENCING SHALL MAINTAIN T CLEARANCE AROUND FIRE HYDRANTS. Electric Date Fire Date
INCLUDING RETAINING WALLS OR MECHANICALLY STABILIZED EARTH WALLS SHALL BE DESIGNED AND CONSTRUCTED UNDER THE RESPONSIBLE CHARGE OF A BUILDING WITHIN THAT PHASE. 6. CONTRACTOR TO INSTALL TEMPORARY FENCING/BARRICADES DURING CONSTRUCTION UNTIL PERMANENT
REGISTERED PROFESSIONAL ENGINEER AND COMPLY IN ALL ASPECTS WITH THE NC BUILDING CODE SEC. 1610. RETAINING SYSTEMS MEETING THESE CRITERIA 15. PRIOR TO APPROVAL OF A FINAL PLAT OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY DEVELOPMENT WHERE A STORMWATER CONTROL MEASURE FENCING IS INSTALLED.
SCM IS REQUIRED, CONTACT THE ENVIRONMENTAL PROGRAMS MANAGER AT 919-249-3413 TO DEMONSTRATE THAT THE REQUIRED STRUCTURE IS IN PLACE IS
WILL REQUIRE A SEPARATE BUILDING PERMIT PRIOR TO THE START OF WORK. RETAINING STRUCTURE MATERIALS MUST BE AN INTEGRALLY TINTED BROWN, RUST, (SCM) Q ' Q 7. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO PERMANENT FENCING DURING CONSTRUCTION.
OR EARTH -TONE COLOR. OPERATIONAL, AND COMPLIES WITH ALL RELEVANT PORTIONS OF LIDO SEC. 6.1.12 ENGINEERED STORMWATER CONTROLS. IF THE SCM IS USED AS PART OF A g ALL RETAINING WALLS AND OTHER RETENTION STRUCTURES MUST BE INTEGRALLY TINTED OR STAINED AN WR - S&E Date Parks, Recreation & Cultural Res. Date
TEMPORARY EROSION CONTROL MEASURE, THE INSPECTION WILL OCCUR DURING THE APPROPRIATE PHASE OF CONSTRUCTION. EARTH TONE COLOR.
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