9240_EliteWaste_approvedapplic_Doc27642_20170508

NEW PERMIT APPLICATION
ELITE WASTE SERVICES PRISTINE WATER FACILITY
ADDRESS:
520 PRISTINE WATER DRIVE
APEX, NC 27539
OWNER/OPERATOR:
ELITE WASTE SERVICES, LLC
DANIEL WALL (MEMBER)
APPLICATION PREPARED BY:
ELITE WASTE SERVICES, LLC
PEAK ENGINEERING & DESIGN, PLLC
RAMEY KEMP & ASSOCIATES, INC
MORNINGSTAR LAW GROUP
INITIAL SUBMITTAL:
DECEMBER 7, 2016
REVISIONS:
APPROVED DOCUMENTDivision of Waste ManagementSolid Waste SectionApproved May 8, 2017By D. WilsonFacility ID 9240-MWP-2017Doc ID 27640 (permit)Doc ID 27642 (applic)
TABLE OF CONTENTS
SECTION 1 –GENERAL INFORMATION
SECTION 2 –PROPERTY INFORMATION AND MAPS
Exhibit A –Legal Description
Exhibit B –Deed
Exhibit C –Plat/Survey
Exhibit D –USGS Map
Exhibit E –Zoning Approval Order
Exhibit F –FEMA Map
SECTION 3 –OPERATION PLAN
SECTION 4 –SEDIMENTATION AND EROSION CONTROL PLAN
Exhibit G –Site Plan
SECTION 5 –FINANCIAL ASSURANCE
SECTION 6 –TRAFFIC STUDY
SECTION 7 –SIGNATURE PAGES
SECTION 8 -NONE
SECTION 9 –ENGINEERING DRAWINGS
Exhibit G –Site Plan
SECTION 1 –GENERAL INFORMATION
Name of Proposed Facility:Elite Waste Services Pristine Water Facility
Applicant:
Elite Waste Services, LLC
c/o Daniel Wall
520 Pristine Water Drive
Apex, NC 27539
Telephone:
919-552-2149
Email:
[e-mail]
Property Owner:
Raleigh Reclamation, LLC
c/o Daniel Wall
PO Box 2197
Apex, NC 27502
Telephone:
919-552-2149
Email:
[e-mail]
Engineer:
Peak Engineering & Design, PLLC
c/o Jeff Roach
1617 Center Street
Apex, NC 27502
Telephone:
919-267-4939
Email:
[e-mail]
Invoicing Contact:
Daniel Wall
PO Box 2197
Apex, NC 27502
Telephone:
919-552-2149
Email:
[e-mail]
SECTION 2 –PROPERTY INFORMATION AND MAPS
Facility Location 520 Pristine Water Drive
Apex, NC 27539
Previously Used for Solid Waste Activities NO
Property Acreage 37.27
Acreage Used for Operations 18
Legal Description:Exhibit A
Deed Exhibit B
Plat/Survey Exhibit C
USGS Map Exhibit D
Zoning Approval Order Exhibit E
FEMA Map Exhibit F
Wetlands Letter Not Applicable –No wetlands impacted

Section 3 – Operation Plan Facility Name: Elite Waste Services, LLC Permit Number: Facility Address: 520 Pristine Water Drive, Apex, NC 27539 Applicant Name: Elite Waste Services, LLC Document Preparer: Date of Preparation:
1. The Elite Waste Services recycling facility located in Apex, Wake County at 520 Pristine Water Drive is a new style recycling facility that will be handling all forms of construction and demolition recycling. The facility will accept construction and demolition debris, inert debris, land clearing waste, yard trash, yard waste, land clearing debris and wooden pallets. We will be either recycling these materials or turning them into finished products on site. We will have a minimal amount of residual materials that will be taken to the landfill. By establishing this facility, we will be providing the area with a much needed recycling option. 2. We will accept construction and demolition debris, inert debris, land clearing waste, yard trash, yard waste, land clearing debris, wooden pallets, concrete, asphalt, metals and clean soils. The facility will accept materials from the following counties: Wake, Durham, Johnston, Harnett, Lee, Orange, Chatham, Franklin, Granville, Moore, Person, Cumberland and Vance. 3. We estimate we will accept approximately 1500 tons of material per day. We expect to operate 312 days a year. 4. The facility will be open Monday through Saturday from 6:00AM to 7:00PM. We will normally be closed on Christmas, New Years Day, Memorial Day, Independence Day, Labor Day and Thanksgiving Day. 5. a. Construction and Demolition Debris will enter the facility over our State approved scale, and will proceed to the tipping floor where it is dumped out for sorting, both on the ground and on a picking line. The recyclables will be stored in piles or bins until they are transported in bulk to another material-specific recycling facility. The residual materials will be loaded into trucks and trailers and brought to local-area approved landfills. b. Concrete/Asphalt Debris will enter the facility, be taken to its designated area within the facility to be dumped, sorted, crushed and sold. It will be removed from the facility in trucks and trailers and used on local jobsites. c. Land Clearing Waste, Yard Trash, Yard Waste, Land Clearing Debris and Wooden Pallets will enter the facility, be taken to its designated area within the facility to be dumped, sorted, ground and turned into a finished product. This includes boiler fuel and mulch. It will be removed from the facility in trucks and trailers. Land Clearing Debris/Waste (any clean wood) will be dumped in its own pile to make mulch. Any treated or painted wood will be dumped in the C&D Recycling area to be sorted and processed; this will not be made into mulch. d. Clean Soils will be brought in, stored in piles and resold. e. Metals will be brought in, stored in piles and resold. f. Any non-recyclable materials will be disposed of at either the Red Rock Landfill, Brownfield Landfill or Shotwell Landfill. 6. All truck loads will be inspected at the scale house upon entering the facility for asbestos-containing materials and will also pass multiple signs indicated that the facility will not accept any materials containing asbestos. Should we find
materials that do contain asbestos, we will immediately turn them away from the facility. If any asbestos materials do enter the facility, we will notify the proper authorities and governmental bodies about the asbestos. We will immediately wet and bag all asbestos containing materials and store the material in a closed container to be shipped to an approved landfill for proper disposal. We will make every effort to not take in any asbestos containing materials. 7. We intend to collect land clearing waste, yard trash, yard waste, land clearing debris, wooden pallets, cardboard, concrete, plastic, and metal. Seventy-five percent by weight or volume of the recovered material at the facility on January 1 of each year shall be removed either through sale, use or reuse by December 31 of the same year. a. Land Clearing Waste/Debris, Yard Trash/Waste, Wooden Pallets: Once it is brought onsite, we will store it in piles and grind it. It will either be sold as boiler fuel or as mulch, and removed in bulk off the site. Clean wood products will be kept separate from any painted or treated wood products as detailed in Section 5 above. Any treated or painted wood will be ground and sent for boiler fuel. b. Cardboard/Plastic: It will be baled and stored until there is a large enough amount to be shipped to a material-specific recycling facility. c. Concrete: It will be stored in piles, crushed and removed from the site by the truckload. d. Metal: It will be stored in bulk until there is a large enough amount to be shipped to a material-specific recycling facility. e. Through the recycling process, we will generate Construction & Demolition Debris Fines suitable for use as Alternative Daily Cover. This will be stored in piles until it is sent to the Brownfield Landfill by the truckload. 8. We will use wheel loaders, excavators, screeners, conveyers, crushers, grinders, skid-steers, balers, and walking-floor trailers. 9. Our facility is enclosed by a fence. We will hire pest professionals to ensure that there are no pests, rodents, or other vermin on site. We will be dealing with construction debris, as opposed to municipal solid waste, so the likelihood of flies, rodents, etc. is minimal. 10. No water leaves the site without going to one of our three locally and state approved retention ponds. Before reaching these retention ponds, any water passes through several silt barriers. 11. The facility is equipped with three retention ponds, perimeter ditching, and several underground pipes to control the run-off. The facility has no run-on. Operations will be minimal in wet weather and will consist mostly of treating the recyclables that are temporarily stored on site. 12. We will post signs at the entrance that describe the types of materials accepted and prohibited, the operating hours, permit number and emergency contact phone numbers. The signs will clearly direct the flow of traffic in the facility and will meet all OSHA and NC Department of Labor standards. 13. The facility is fully fenced with gates. The road is a gravel all-weather road.
14. All truck loads will be inspected at the scale house upon entering the facility and also inspected on the tipping floor. Any unacceptable materials will be turned away immediately or reloaded and removed from the facility, meeting all applicable standards. The facility will not operate in inclement weather as the tipping floor is uncovered. Waste will not be placed on the tipping floor in inclement weather, nor will it be unloaded or stored in standing water. 15. Employees will be fully trained on their respective job positions to ensure full compliance with all standards and safety practices. 16. The facility will be equipped with fire hydrants and multiple water tanks and employees will be trained on how to reduce the chance of a fire and trained on proper actions to take in the unlikely event there is a fire. 17. The entire operating file will be maintained and stored in the Elite Waste
Services’ main office, which is on site.
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S
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8.

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NOT FOR CONSTRUCTION
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S
:
1.

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.
RCA AREANOT FOR CONSTRUCTION
TO
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RCA REQUIREMENTS:1. PURSUANT TO SECTION 8.1 OF THE APEX UDO, THE AREAS WITHIN THE RESOURCE CONSERVATION AREA (RCA)SHALL NOT BE CLEARED, GRADED OR ALTERED UNLESS THE WORK COMPLIES WITH UDO SECTION 8.1.2(F)(3).CONSTRUCTION ASSOCIATED WITH STORM WATER CONTROLS IS PERMITTED WITHIN THE RCA.2. ALL REQUIRED PERIMETER BUFFERS SHALL BE PLANTED,REPLANTED OR MAINTAINED IN ACCORDANCE WITH STANDARDS ESTABLISHED WITHIN THE APEX UDO OR DESIGN AND DEVELOPMENT MANUAL.
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SECTION 4 –SEDIMENTATION AND EROSION CONTROL PLAN
See Exhibit G
SECTION 5 –FINANCIAL ASSURANCE
Traffic Study
In February, our traffic engineers sent a signal warrant analysis (attached)to NCDOT regarding the
impacts expected from the site. Based on their analysis, no improvements were recommended. NCDOT
has since reviewed the study and we received their response (attached)that no traffic improvements
are needed as a result of the operation of the facility.
Financial Assurance Calculation
Generally speaking, the applicant is not in the business of storing waste which would need to be
removed from the site if it were to shut down. The applicant takes in a certain amount of waste, most
of which is converted into finished product that would not need to be relocated to a landfill. The waste
that is produced is incidental to the applicant’s operations and is moved off site. Nevertheless, it is
estimated that there is a maximum onsite storage capacity of 200 tons for waste which would need to
be relocated to a landfill if the site were to cease operations suddenly. Further it is estimated that a
maximum of 30 tons of such waste is brought in to the site each day. In a worst case scenario, it is
estimated that it would cost as much as $100 per ton to remove the waste from the site and dispose of
it at an appropriate location. Thus, the financial assurance calculation is as follows:
200 tons maximum waste capacity + (30 maximum waste tons/day X 5 days) X ($100/ton) =$35,000
SECTION 6 –TRAFFIC STUDY
Per conversations between the Applicant and Mr. Watkins with NCDENR, the traffic study will be
provided under separate cover when complete.

February 24, 2017 Mr. Reid Elmore, PE NCDOT District Engineer 4009 District Drive Raleigh, NC 27607 Phone: [phone] Email: [e-mail]
Subject: Traffic Signal Warrant Analysis – Elite Waste Services
Apex, North Carolina Dear Mr. Elmore: Per your request, Ramey Kemp & Associates, Inc. (RKA) has completed a traffic signal warrant analysis for the intersection of NC 55 and Pristine Water Drive in Apex, North Carolina with the anticipated traffic from the Elite Waste Services Development. This signal warrant analysis study should be considered an addendum to the Traffic Assessment sealed on January 24, 2017. The analysis was performed for three different operational scenarios based on the daily tonnage expected to be processed at the site. This study analyzes the traffic volumes at the intersection for the following scenarios:
 Combined (2017) with 500 tons/day
 Combined (2017) with 1,000 tons/day
 Combined (2017) with 1,500 tons/day The analysis was performed utilizing methodology contained within the Federal Highway Administration’s (FHWA) Manual on Uniform Traffic Control Devices (MUTCD). This letter summarizes the results and findings of our analysis. Refer to Figure 1 for the intersection location map.
Existing Traffic Volumes Turning movement traffic counts were completed in February 2017 by Ramey Kemp & Associates, Inc. (RKA) at the intersection of NC 55 and Pristine Water Drive. Counts were conducted between the hours of 6:00 AM and 7:00 PM during a typical weekday. Traffic count data is included with the attachments. Under existing conditions, NC 55 is a four-lane roadway with a two-way-left-turn-lane (TWLTL) median and a posted speed limit of 45 miles per hour (mph) within the study area. Pristine Water Drive is a two-lane roadway with no lane striping and no posted speed limit within the study area. Pristine Water Drive is an access road for various industrial uses such as the Elite Waste Services development.

Elite Waste Services Signal Warrant Analysis – Apex, NC Page 2 of 5

Site Trip Assignment
To determine the hourly volumes associated with the development, rates based on local data collected by RKA for industrial land uses were applied to the anticipated Average Daily Traffic (ADT) associated with each operational scenario. The ADT volumes were calculated based on the methodology used in the traffic assessment sealed on January 24, 2017 for each operational tonnage. Table 1 illustrates the ADT volumes for each operational tonnage. Refer to the attachments for the hourly rates and traffic volumes used for the signal warrant analysis.

Table 1: ADT Summary
Tonnage Average Daily Traffic
(vpd)
500 tons / day 200
1,000 tons / day 400
1,500 tons / day 600
The site trips were distributed with the same distribution percentages that were used in the traffic assessment sealed on January 24, 2017.
Combined Conditions
To estimate traffic conditions with the site fully built-out, the total site trips were added to the existing (2017). Refer to the attachments for the combined traffic volumes used for the signal warrant analysis.

Signal Warrant Analysis
The combined (2017) traffic volumes were analyzed to determine what, if any, signal warrants are met. A summary of the traffic signal warrant analysis results for the intersection are presented in the following tables. Refer to the attachments for the full signal warrant analysis reports.

Elite Waste Services Signal Warrant Analysis – Apex, NC Page 3 of 5

TABLE 2: Signal Warrant Analysis Summary
500 tons / day
Time Period Vehicle Count WARRANTS MAJOR MINOR 1A 1B 2 3 6 AM to 7 AM 2781 29 N N N N 7 AM to 8 AM 3316 8 N N N N 8 AM to 9 AM 3053 21 N N N N 9 AM to 10 AM 2712 31 N N N N 10 AM to 11 AM 2152 40 N N N N 11 AM to 12 PM 2147 46 N N N N 12 PM to 1 PM 2434 28 N N N N 1 PM to 2 PM 2407 20 N N N N 2 PM to 3 PM 2761 18 N N N N 3 PM to 4 PM 3191 21 N N N N 4 PM to 5 PM 3719 51 N N N N 5 PM to 6 PM 3615 47 N N N N 6 PM to 7 PM 3133 20 N N N N Number of Periods Met 0 0 0 0 Number of Periods Required 8 8 4 1
WARRANTS MET NO NO NO NO
TABLE 3: Signal Warrant Analysis Summary
1,000 tons / day
Time Period Vehicle Count WARRANTS MAJOR MINOR 1A 1B 2 3 6 AM to 7 AM 2805 36 N N N N 7 AM to 8 AM 3348 10 N N N N 8 AM to 9 AM 3080 37 N N N N 9 AM to 10 AM 2722 37 N N N N 10 AM to 11 AM 2167 56 N N N N 11 AM to 12 PM 2159 72 N N N N 12 PM to 1 PM 2456 38 N N N N 1 PM to 2 PM 2424 28 N N N N 2 PM to 3 PM 2765 24 N N N N 3 PM to 4 PM 3197 29 N N N N 4 PM to 5 PM 3724 88 N Y Y N 5 PM to 6 PM 3623 73 N N N N 6 PM to 7 PM 3136 34 N N N N Number of Periods Met 0 1 1 0 Number of Periods Required 8 8 4 1
WARRANTS MET NO NO NO NO

Elite Waste Services Signal Warrant Analysis – Apex, NC Page 4 of 5

TABLE 4: Signal Warrant Analysis Summary
1,500 tons / day
Time Period Vehicle Count WARRANTS MAJOR MINOR 1A 1B 2 3 6 AM to 7 AM 2829 44 N N N N 7 AM to 8 AM 3380 11 N N N N 8 AM to 9 AM 3105 51 N N N N 9 AM to 10 AM 2731 44 N N N N 10 AM to 11 AM 2180 70 N N N N 11 AM to 12 PM 2171 97 N Y Y N 12 PM to 1 PM 2479 48 N N N N 1 PM to 2 PM 2440 38 N N N N 2 PM to 3 PM 2767 31 N N N N 3 PM to 4 PM 3201 39 N N N N 4 PM to 5 PM 3731 127 N Y Y Y 5 PM to 6 PM 3633 98 N Y Y N 6 PM to 7 PM 3137 48 N N N N Number of Periods Met 0 3 3 1 Number of Periods Required 8 8 4 1
WARRANTS MET NO NO NO YES

Summary of Results Based on the signal warrant analysis conducted at the intersection of NC 55 and Pristine Water Drive, the intersection is not expected to meet the minimum requirements for any of the MUTCD warrants, under combined (2017) with 500 tons / day traffic conditions. Under combined (2017) with 1,000 tons / day traffic conditions the intersection is not expected to meet the minimum requirements for any of the MUTCD warrants. Under combined (2017) with 1,500 tons / day traffic conditions the intersection is not expected to meet the minimum requirements for the 8-hour or 4-hour MUTCD warrants. The intersection is expected to meet the minimum requirements for the MUTCD peak hour warrant; however, it should be noted that the intersection meets the minimum requirements for the peak hour warrant only during one analysis hour. Based on the results of the signal warrant analysis, a traffic signal is not recommended at the intersection, as only one peak hour warrant is met under combined (2017) with 1,500 tons / day traffic conditions. Additionally, based on information provided by the owner, the solid waste permit application is a conservative maximum estimate that provides leeway for the site to grow over time, and the proposed site is expected to only accept 500 tons during a typical 24-hour weekday period upon full build out.

Elite Waste Services Signal Warrant Analysis – Apex, NC Page 5 of 5

If you should have any questions regarding this analysis, please contact me at [phone]. Sincerely,
Ramey Kemp and Associates, Inc.
Joshua Reinke, P.E. Transportation Engineer NC Corporate License # C-0910 Attachments: Figures Traffic Counts Signal Warrant Analysis Volumes Signal Warrant Analysis Results
Scale: Not to Scale
Elite Waste Services
Apex, NC
N
LEGEND
Proposed Site Location
Study Intersection
Study Area
Site Location Map
Figure 1
N
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5
5
PROPOSED
SITE
File Name : Holly Springs(NC 55 and Pristine Water) 13-Hour Count
Site Code :
Start Date : 2/15/2017
Page No : 1
Groups Printed- Cars + - Trucks
NC 55
Southbound
Pristine Water Drive
Westbound
NC 55
Northbound
Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total
06:00 83 3 86 1 0 1 3 334 337 424
06:15 157 1 158 2 0 2 1 515 516 676
06:30 243 5 248 13 1 14 3 577 580 842
06:45 212 3 215 4 0 4 4 613 617 836
Total 695 12 707 20 1 21 11 2039 2050 2778
07:00 206 3 209 0 2 2 5 577 582 793
07:15 258 3 261 0 0 0 1 567 568 829
07:30 275 1 276 3 1 4 1 555 556 836
07:45 296 2 298 0 1 1 4 530 534 833
Total 1035 9 1044 3 4 7 11 2229 2240 3291
08:00 254 4 258 0 0 0 0 471 471 729
08:15 225 4 229 3 0 3 0 533 533 765
08:30 224 0 224 2 0 2 2 516 518 744
08:45 236 4 240 1 0 1 1 554 555 796
Total 939 12 951 6 0 6 3 2074 2077 3034
09:00 262 5 267 1 4 5 1 497 498 770
09:15 234 3 237 8 2 10 5 463 468 715
09:30 216 5 221 3 1 4 1 427 428 653
09:45 232 3 235 5 0 5 1 348 349 589
Total 944 16 960 17 7 24 8 1735 1743 2727
10:00 240 0 240 5 1 6 2 294 296 542
10:15 230 2 232 5 0 5 2 323 325 562
10:30 226 7 233 5 1 6 0 290 290 529
10:45 243 4 247 6 2 8 2 274 276 531
Total 939 13 952 21 4 25 6 1181 1187 2164
11:00 229 2 231 4 1 5 0 276 276 512
11:15 220 2 222 6 0 6 2 288 290 518
11:30 223 6 229 3 2 5 1 330 331 565
11:45 258 3 261 3 2 5 0 295 295 561
Total 930 13 943 16 5 21 3 1189 1192 2156
12:00 295 2 297 5 0 5 0 315 315 617
12:15 283 4 287 2 1 3 0 286 286 576
12:30 247 3 250 4 1 5 1 310 311 566
12:45 338 0 338 4 0 4 0 327 327 669
Total 1163 9 1172 15 2 17 1 1238 1239 2428
13:00 309 3 312 6 0 6 0 268 268 586
13:15 311 1 312 2 0 2 2 278 280 594
13:30 314 6 320 1 0 1 0 287 287 608
13:45 316 4 320 2 0 2 0 292 292 614
Total 1250 14 1264 11 0 11 2 1125 1127 2402
14:00 323 1 324 3 0 3 0 276 276 603
14:15 361 1 362 1 0 1 1 333 334 697
14:30 378 6 384 4 0 4 0 324 324 712
14:45 430 4 434 2 1 3 0 320 320 757
Total 1492 12 1504 10 1 11 1 1253 1254 2769
15:00 397 4 401 2 0 2 1 324 325 728
15:15 481 2 483 1 0 1 1 300 301 785
15:30 484 0 484 4 1 5 0 372 372 861
15:45 555 5 560 4 0 4 0 260 260 824
Total 1917 11 1928 11 1 12 2 1256 1258 3198
Burns Service Inc.
1202 Langdon Terrace DriveRaleigh, NC, 27615
File Name : Holly Springs(NC 55 and Pristine Water) 13-Hour Count
Site Code :
Start Date : 2/15/2017
Page No : 2
Groups Printed- Cars + - Trucks
NC 55
Southbound
Pristine Water Drive
Westbound
NC 55
Northbound
Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total
16:00 593 1 594 3 1 4 0 308 308 906
16:15 595 2 597 3 0 3 1 293 294 894
16:30 587 2 589 2 0 2 1 351 352 943
16:45 615 1 616 3 0 3 0 362 362 981
Total 2390 6 2396 11 1 12 2 1314 1316 3724
17:00 607 1 608 3 0 3 0 335 335 946
17:15 564 0 564 3 2 5 0 362 362 931
17:30 519 1 520 6 1 7 1 341 342 869
17:45 547 3 550 6 1 7 0 325 325 882
Total 2237 5 2242 18 4 22 1 1363 1364 3628
18:00 511 0 511 2 0 2 0 301 301 814
18:15 542 0 542 0 0 0 0 327 327 869
18:30 426 0 426 0 0 0 0 321 321 747
18:45 390 0 390 1 2 3 0 314 314 707
Total 1869 0 1869 3 2 5 0 1263 1263 3137
Grand Total 17800 132 17932 162 32 194 51 19259 19310 37436
Apprch % 99.3 0.7 83.5 16.5 0.3 99.7
Total % 47.5 0.4 47.9 0.4 0.1 0.5 0.1 51.4 51.6
Cars + 17649 117 17766 143 30 173 46 19063 19109 37048
% Cars + 99.2 88.6 99.1 88.3 93.8 89.2 90.2 99 99 99
Trucks 151 15 166 19 2 21 5 196 201 388
% Trucks 0.8 11.4 0.9 11.7 6.2 10.8 9.8 1 1 1
Burns Service Inc.
1202 Langdon Terrace DriveRaleigh, NC, 27615
File Name : Holly Springs(NC 55 and Pristine Water) 13-Hour Count
Site Code :
Start Date : 2/15/2017
Page No : 3
NC 55
Southbound
Pristine Water Drive
Westbound
NC 55
Northbound
Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00
07:00 206 3 209 0 2 2 5 577 582 793
07:15 258 3 261 0 0 0 1 567 568 829
07:30 275 1 276 3 1 4 1 555 556 836
07:45 296 2 298 0 1 1 4 530 534 833
Total Volume 1035 9 1044 3 4 7 11 2229 2240 3291
% App. Total 99.1 0.9 42.9 57.1 0.5 99.5
PHF .874 .750 .876 .250 .500 .438 .550 .966 .962 .984
NC 55

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NC 55
Thru1035 Left9
InOut Total2232 1044 3276
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Out TotalIn1039 2240 3279
Peak Hour Begins at 07:00 Cars +Trucks
Peak Hour Data
North
Burns Service Inc.
1202 Langdon Terrace DriveRaleigh, NC, 27615
File Name : Holly Springs(NC 55 and Pristine Water) 13-Hour Count
Site Code :
Start Date : 2/15/2017
Page No : 4
NC 55
Southbound
Pristine Water Drive
Westbound
NC 55
Northbound
Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30 587 2 589 2 0 2 1 351 352 943
16:45 615 1 616 3 0 3 0 362 362 981
17:00 607 1 608 3 0 3 0 335 335 946
17:15 564 0 564 3 2 5 0 362 362 931
Total Volume 2373 4 2377 11 2 13 1 1410 1411 3801
% App. Total 99.8 0.2 84.6 15.4 0.1 99.9
PHF .965 .500 .965 .917 .250 .650 .250 .974 .974 .969
NC 55

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NC 55
Thru2373 Left4
InOut Total1421 2377 3798
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Thru1410 Right1
Out TotalIn2375 1411 3786
Peak Hour Begins at 16:30 Cars +Trucks
Peak Hour Data
North
Burns Service Inc.
1202 Langdon Terrace DriveRaleigh, NC, 27615
SIGNAL WARRANT ANALYSIS VOLUMES
TABLE A-3d 500 tons/daySite Trips ADT =200 1-WAYTABLE A-1
Time
NB SB EB WB NB SB EB WB Percent PercentApproachApproachApproachApproachEnteringExiting Enter ExitVolumeVolumeVolumeVolumeLTTHRRTLTTHRRTLTTHRRTLTTHRRT
6 AM to 7 AM 2050 707 0 21 2039 11 12 695 1 20 6 AM to 7 AM 11.9%3.8%24 87 AM to 8 AM 2240 1044 0 7 2229 11 9 1035 4 3 7 AM to 8 AM 16.0%0.7%32 18 AM to 9 AM 2077 951 0 6 2074 3 12 939 0 6 8 AM to 9 AM 12.9%7.5%26 159 AM to 10 AM 1743 960 0 24 1735 8 16 944 7 17 9 AM to 10 AM 4.7%3.4%9 710 AM to 11 AM 1187 952 0 25 1181 6 13 939 4 21 10 AM to 11 AM 6.9%7.5%14 1511 AM to 12 PM 1192 943 0 21 1189 3 13 930 5 16 11 AM to 12 PM 6.0%12.6%12 2512 PM to 1 PM 1239 1172 0 17 1238 1 9 1163 2 15 12 PM to 1 PM 11.3%5.1%23 101 PM to 2 PM 1127 1264 0 11 1125 2 14 1250 0 11 1 PM to 2 PM 8.2%4.4%16 92 PM to 3 PM 1254 1504 0 11 1253 1 12 1492 1 10 2 PM to 3 PM 1.6%3.4%3 7
3 PM to 4 PM 1258 1928 0 12 1256 2 11 1917 1 11 3 PM to 4 PM 2.5%4.4%5 9
4 PM to 5 PM 1316 2396 0 12 1314 2 6 2390 1 11 4 PM to 5 PM 3.1%19.1%6 38
5 PM to 6 PM 1364 2242 0 22 1363 1 5 2237 4 18 5 PM to 6 PM 4.4%12.6%9 25
6 PM to 7 PM 1263 1869 0 5 1263 0 0 1869 2 3 6 PM to 7 PM 0.9%7.2%2 14
TABLE A-3a Site Trips
NB SB EB WB NB SB EB WB
Approach Approach Approach Approach 25%75%25%75%Volume Volume Volume Volume LT THR RT LT THR RT LT THR RT LT THR RT
6 AM to 7 AM 6 18 0 8 0 0 6 18 0 0 0 0 0 2 0 67 AM to 8 AM 8 24 0 1 0 0 8 24 0 0 0 0 0 0 0 18 AM to 9 AM 6 19 0 15 0 0 6 19 0 0 0 0 0 4 0 119 AM to 10 AM 2 7 0 7 0 0 2 7 0 0 0 0 0 2 0 510 AM to 11 AM 3 10 0 15 0 0 3 10 0 0 0 0 0 4 0 1111 AM to 12 PM 3 9 0 25 0 0 3 9 0 0 0 0 0 6 0 1912 PM to 1 PM 6 17 0 11 0 0 6 17 0 0 0 0 0 3 0 81 PM to 2 PM 4 12 0 9 0 0 4 12 0 0 0 0 0 2 0 72 PM to 3 PM 1 2 0 7 0 0 1 2 0 0 0 0 0 2 0 5
3 PM to 4 PM 1 4 0 9 0 0 1 4 0 0 0 0 0 2 0 7
4 PM to 5 PM 2 5 0 39 0 0 2 5 0 0 0 0 0 10 0 29
5 PM to 6 PM 2 7 0 25 0 0 2 7 0 0 0 0 0 6 0 19
6 PM to 7 PM 0 1 0 15 0 0 0 1 0 0 0 0 0 4 0 11
TABLE A-7 Combined (2017) Conditions
Time NB SB EB WB NB SB EB WBApproachApproachApproachApproachVolumeVolumeVolumeVolumeLTTHRRTLTTHRRTLTTHRRTLTTHR RT6 AM to 7 AM 2056 725 0 29 0 2039 17 30 695 0 0 0 0 3 0 267 AM to 8 AM 2248 1068 0 8 0 2229 19 33 1035 0 0 0 0 4 0 48 AM to 9 AM 2083 970 0 21 0 2074 9 31 939 0 0 0 0 4 0 179 AM to 10 AM 1745 967 0 31 0 1735 10 23 944 0 0 0 0 9 0 2210 AM to 11 AM 1190 962 0 40 0 1181 9 23 939 0 0 0 0 8 0 32
11 AM to 12 PM 1195 952 0 46 0 1189 6 22 930 0 0 0 0 11 0 35
12 PM to 1 PM 1245 1189 0 28 0 1238 7 26 1163 0 0 0 0 5 0 23
1 PM to 2 PM 1131 1276 0 20 0 1125 6 26 1250 0 0 0 0 2 0 18
2 PM to 3 PM 1255 1506 0 18 0 1253 2 14 1492 0 0 0 0 3 0 15
3 PM to 4 PM 1259 1932 0 21 0 1256 3 15 1917 0 0 0 0 3 0 184 PM to 5 PM 1318 2401 0 51 0 1314 4 11 2390 0 0 0 0 11 0 405 PM to 6 PM 1366 2249 0 47 0 1363 3 12 2237 0 0 0 0 10 0 376 PM to 7 PM 1263 1870 0 20 0 1263 0 1 1869 0 0 0 0 6 0 14
NC 55 at Pristine Water Drive
Existing (2017) Conditions
Pristine Water Drive
0
Total Site Trips
Time
Time Pristine Water Drive
NC 55 NC 55
NC 55
NC 55 NC 55 0 Pristine Water Drive
NC 55
SIGNAL WARRANT ANALYSIS VOLUMES
TABLE A-3d 1000 tons/daySite Trips ADT =400 1-WAYTABLE A-1
Time
NB SB EB WB NB SB EB WB Percent PercentApproachApproachApproachApproachEnteringExiting Enter ExitVolumeVolumeVolumeVolumeLTTHRRTLTTHRRTLTTHRRTLTTHRRT
6 AM to 7 AM 2050 707 0 21 2039 11 12 695 1 20 6 AM to 7 AM 11.9%3.8%48 157 AM to 8 AM 2240 1044 0 7 2229 11 9 1035 4 3 7 AM to 8 AM 16.0%0.7%64 38 AM to 9 AM 2077 951 0 6 2074 3 12 939 0 6 8 AM to 9 AM 12.9%7.5%52 309 AM to 10 AM 1743 960 0 24 1735 8 16 944 7 17 9 AM to 10 AM 4.7%3.4%19 1410 AM to 11 AM 1187 952 0 25 1181 6 13 939 4 21 10 AM to 11 AM 6.9%7.5%28 3011 AM to 12 PM 1192 943 0 21 1189 3 13 930 5 16 11 AM to 12 PM 6.0%12.6%24 5012 PM to 1 PM 1239 1172 0 17 1238 1 9 1163 2 15 12 PM to 1 PM 11.3%5.1%45 201 PM to 2 PM 1127 1264 0 11 1125 2 14 1250 0 11 1 PM to 2 PM 8.2%4.4%33 182 PM to 3 PM 1254 1504 0 11 1253 1 12 1492 1 10 2 PM to 3 PM 1.6%3.4%6 14
3 PM to 4 PM 1258 1928 0 12 1256 2 11 1917 1 11 3 PM to 4 PM 2.5%4.4%10 18
4 PM to 5 PM 1316 2396 0 12 1314 2 6 2390 1 11 4 PM to 5 PM 3.1%19.1%12 76
5 PM to 6 PM 1364 2242 0 22 1363 1 5 2237 4 18 5 PM to 6 PM 4.4%12.6%18 50
6 PM to 7 PM 1263 1869 0 5 1263 0 0 1869 2 3 6 PM to 7 PM 0.9%7.2%4 29
TABLE A-3a Site Trips
NB SB EB WB NB SB EB WB
Approach Approach Approach Approach 25%75%25%75%Volume Volume Volume Volume LT THR RT LT THR RT LT THR RT LT THR RT
6 AM to 7 AM 12 36 0 15 0 0 12 36 0 0 0 0 0 4 0 117 AM to 8 AM 16 48 0 3 0 0 16 48 0 0 0 0 0 1 0 28 AM to 9 AM 13 39 0 31 0 0 13 39 0 0 0 0 0 8 0 239 AM to 10 AM 5 14 0 13 0 0 5 14 0 0 0 0 0 3 0 1010 AM to 11 AM 7 21 0 31 0 0 7 21 0 0 0 0 0 8 0 2311 AM to 12 PM 6 18 0 51 0 0 6 18 0 0 0 0 0 13 0 3812 PM to 1 PM 11 34 0 21 0 0 11 34 0 0 0 0 0 6 0 151 PM to 2 PM 8 25 0 17 0 0 8 25 0 0 0 0 0 4 0 132 PM to 3 PM 2 5 0 13 0 0 2 5 0 0 0 0 0 3 0 10
3 PM to 4 PM 3 8 0 17 0 0 3 8 0 0 0 0 0 4 0 13
4 PM to 5 PM 3 9 0 76 0 0 3 9 0 0 0 0 0 19 0 57
5 PM to 6 PM 4 13 0 51 0 0 4 13 0 0 0 0 0 13 0 38
6 PM to 7 PM 1 3 0 29 0 0 1 3 0 0 0 0 0 7 0 22
TABLE A-7 Combined (2017) Conditions
Time NB SB EB WB NB SB EB WBApproachApproachApproachApproachVolumeVolumeVolumeVolumeLTTHRRTLTTHRRTLTTHRRTLTTHR RT6 AM to 7 AM 2062 743 0 36 0 2039 23 48 695 0 0 0 0 5 0 317 AM to 8 AM 2256 1092 0 10 0 2229 27 57 1035 0 0 0 0 5 0 58 AM to 9 AM 2090 990 0 37 0 2074 16 51 939 0 0 0 0 8 0 299 AM to 10 AM 1748 974 0 37 0 1735 13 30 944 0 0 0 0 10 0 2710 AM to 11 AM 1194 973 0 56 0 1181 13 34 939 0 0 0 0 12 0 44
11 AM to 12 PM 1198 961 0 72 0 1189 9 31 930 0 0 0 0 18 0 54
12 PM to 1 PM 1250 1206 0 38 0 1238 12 43 1163 0 0 0 0 8 0 30
1 PM to 2 PM 1135 1289 0 28 0 1125 10 39 1250 0 0 0 0 4 0 24
2 PM to 3 PM 1256 1509 0 24 0 1253 3 17 1492 0 0 0 0 4 0 20
3 PM to 4 PM 1261 1936 0 29 0 1256 5 19 1917 0 0 0 0 5 0 244 PM to 5 PM 1319 2405 0 88 0 1314 5 15 2390 0 0 0 0 20 0 685 PM to 6 PM 1368 2255 0 73 0 1363 5 18 2237 0 0 0 0 17 0 566 PM to 7 PM 1264 1872 0 34 0 1263 1 3 1869 0 0 0 0 9 0 25
NC 55 at Pristine Water Drive
Existing (2017) Conditions
Pristine Water Drive
0
Total Site Trips
Time
Time Pristine Water Drive
NC 55 NC 55
NC 55
NC 55 NC 55 0 Pristine Water Drive
NC 55
SIGNAL WARRANT ANALYSIS VOLUMES
TABLE A-3d 1500 tons/daySite Trips ADT =600 1-WAYTABLE A-1
Time
NB SB EB WB NB SB EB WB Percent PercentApproachApproachApproachApproachEnteringExiting Enter ExitVolumeVolumeVolumeVolumeLTTHRRTLTTHRRTLTTHRRTLTTHRRT
6 AM to 7 AM 2050 707 0 21 2039 11 12 695 1 20 6 AM to 7 AM 11.9%3.8%71 237 AM to 8 AM 2240 1044 0 7 2229 11 9 1035 4 3 7 AM to 8 AM 16.0%0.7%96 48 AM to 9 AM 2077 951 0 6 2074 3 12 939 0 6 8 AM to 9 AM 12.9%7.5%77 459 AM to 10 AM 1743 960 0 24 1735 8 16 944 7 17 9 AM to 10 AM 4.7%3.4%28 2010 AM to 11 AM 1187 952 0 25 1181 6 13 939 4 21 10 AM to 11 AM 6.9%7.5%41 4511 AM to 12 PM 1192 943 0 21 1189 3 13 930 5 16 11 AM to 12 PM 6.0%12.6%36 7612 PM to 1 PM 1239 1172 0 17 1238 1 9 1163 2 15 12 PM to 1 PM 11.3%5.1%68 311 PM to 2 PM 1127 1264 0 11 1125 2 14 1250 0 11 1 PM to 2 PM 8.2%4.4%49 262 PM to 3 PM 1254 1504 0 11 1253 1 12 1492 1 10 2 PM to 3 PM 1.6%3.4%10 20
3 PM to 4 PM 1258 1928 0 12 1256 2 11 1917 1 11 3 PM to 4 PM 2.5%4.4%15 26
4 PM to 5 PM 1316 2396 0 12 1314 2 6 2390 1 11 4 PM to 5 PM 3.1%19.1%19 115
5 PM to 6 PM 1364 2242 0 22 1363 1 5 2237 4 18 5 PM to 6 PM 4.4%12.6%26 76
6 PM to 7 PM 1263 1869 0 5 1263 0 0 1869 2 3 6 PM to 7 PM 0.9%7.2%5 43
TABLE A-3a Site Trips
NB SB EB WB NB SB EB WB
Approach Approach Approach Approach 25%75%25%75%Volume Volume Volume Volume LT THR RT LT THR RT LT THR RT LT THR RT
6 AM to 7 AM 18 54 0 23 0 0 18 54 0 0 0 0 0 6 0 177 AM to 8 AM 24 72 0 4 0 0 24 72 0 0 0 0 0 1 0 38 AM to 9 AM 19 58 0 45 0 0 19 58 0 0 0 0 0 11 0 349 AM to 10 AM 7 21 0 20 0 0 7 21 0 0 0 0 0 5 0 1510 AM to 11 AM 10 31 0 45 0 0 10 31 0 0 0 0 0 11 0 3411 AM to 12 PM 9 27 0 76 0 0 9 27 0 0 0 0 0 19 0 5712 PM to 1 PM 17 51 0 31 0 0 17 51 0 0 0 0 0 8 0 231 PM to 2 PM 12 37 0 27 0 0 12 37 0 0 0 0 0 7 0 202 PM to 3 PM 2 7 0 20 0 0 2 7 0 0 0 0 0 5 0 15
3 PM to 4 PM 4 11 0 27 0 0 4 11 0 0 0 0 0 7 0 20
4 PM to 5 PM 5 14 0 115 0 0 5 14 0 0 0 0 0 29 0 86
5 PM to 6 PM 7 20 0 76 0 0 7 20 0 0 0 0 0 19 0 57
6 PM to 7 PM 1 4 0 43 0 0 1 4 0 0 0 0 0 11 0 32
TABLE A-7 Combined (2017) Conditions
Time NB SB EB WB NB SB EB WBApproachApproachApproachApproachVolumeVolumeVolumeVolumeLTTHRRTLTTHRRTLTTHRRTLTTHR RT6 AM to 7 AM 2068 761 0 44 0 2039 29 66 695 0 0 0 0 7 0 377 AM to 8 AM 2264 1116 0 11 0 2229 35 81 1035 0 0 0 0 5 0 68 AM to 9 AM 2096 1009 0 51 0 2074 22 70 939 0 0 0 0 11 0 409 AM to 10 AM 1750 981 0 44 0 1735 15 37 944 0 0 0 0 12 0 3210 AM to 11 AM 1197 983 0 70 0 1181 16 44 939 0 0 0 0 15 0 55
11 AM to 12 PM 1201 970 0 97 0 1189 12 40 930 0 0 0 0 24 0 73
12 PM to 1 PM 1256 1223 0 48 0 1238 18 60 1163 0 0 0 0 10 0 38
1 PM to 2 PM 1139 1301 0 38 0 1125 14 51 1250 0 0 0 0 7 0 31
2 PM to 3 PM 1256 1511 0 31 0 1253 3 19 1492 0 0 0 0 6 0 25
3 PM to 4 PM 1262 1939 0 39 0 1256 6 22 1917 0 0 0 0 8 0 314 PM to 5 PM 1321 2410 0 127 0 1314 7 20 2390 0 0 0 0 30 0 975 PM to 6 PM 1371 2262 0 98 0 1363 8 25 2237 0 0 0 0 23 0 756 PM to 7 PM 1264 1873 0 48 0 1263 1 4 1869 0 0 0 0 13 0 35
NC 55 at Pristine Water Drive
Existing (2017) Conditions
Pristine Water Drive
0
Total Site Trips
Time
Time Pristine Water Drive
NC 55 NC 55
NC 55
NC 55 NC 55 0 Pristine Water Drive
NC 55
Ramey Kemp & Associates, Inc.
Study Name : Elite Waste 500 tons
Study Date : 02/22/17Page No. : 1Signal Warrants - Summary
Major Street Approaches Minor Street Approaches
Northbound:
Number of Lanes: 2
Approach Speed: 0
Total Approach Volume: 19,354
Eastbound:
Number of Lanes: 2
Total Approach Volume: 0
Southbound:
Number of Lanes: 2
Approach Speed: 0
Total Approach Volume: 18,067
Westbound:
Number of Lanes: 2
Total Approach Volume: 380
Warrant Summary (Urban values apply.)
Warrant 1 - Eight Hour Vehicular Volumes .....................................................................................................................................Not Satisfied
Warrant 1A - Minimum Vehicular Volume ................................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 1B - Interruption of Continuous Traffic .....................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 1 A&B - Combination of Warrants ..............................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 2 - Four Hour Volumes ........................................................................................................................................................Not Satisfied
Number of hours (0) volumes exceed minimum < minimum required (4).
Warrant 3 - Peak Hour ........................................................................................................................................................................Not Satisfied
Warrant 3A - Peak Hour Volumes ..............................................................................................................Not Satisfied
Volumes do not exceed minimums for any hour.
Warrant 3B - Peak Hour Delay ...................................................................................................................Not Satisfied
Total approach volumes and delays on minor street do not exceed minimums for any hour.
Warrant 4 - Pedestrian Volumes .......................................................................................................................................................Not Satisfied
Required 4 Hr pedestrian volume reached for 0 hour(s) and the single hour volume for 0 hour(s)
Warrant 5 - School Crossing .............................................................................................................................................................Not Satisfied
Number of gaps > .0 seconds (0) exceeds the number of minutes in the crossing period (0).
Warrant 6 - Coordinated Signal System .........................................................................................................................................Not Satisfied
No adjacent coordinated signals are present
Warrant 7 - Crash Experience ...........................................................................................................................................................Not Satisfied
Number of accidents (-1) is less than minimum (5). Volume minimums are not met.
Warrant 8 - Roadway Network ..........................................................................................................................................................Not Satisfied
Major Route conditions not met. One or more volume requirement met.
Ramey Kemp & Associates, Inc.
Study Name : Elite Waste 500 tons
Study Date : 02/22/17Page No. : 2Signal Warrants - Summary
200 400 600 800 1000 1200 1400 1600 1800 0
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Warrant Curves
Peak Hour WarrantFour Hour Warrant
[Urban, 2+ major lanes and 2+ minor lanes curves used]
6789101112131415
161718
Analysis of 8-Hour Volume Warrants:
Hour Major Higher Minor War-1A War-1B War-1A&B
Begin Total Vol Dir Major Crit Minor Crit Meets?Major Crit Minor Crit Meets?Major Crit Minor Crit Meets?
00:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
01:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
02:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
03:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
04:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
05:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
06:00 2,781 29 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
07:00 3,316 8 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
08:00 3,053 21 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
09:00 2,712 31 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
10:00 2,152 40 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
11:00 2,147 46 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
12:00 2,434 28 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
13:00 2,407 20 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
14:00 2,761 18 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
15:00 3,191 21 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
16:00 3,719 51 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
17:00 3,615 47 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
18:00 3,133 20 WB 600-Yes 200-No Major 900-Yes 100-No Major 720-Yes 160-No Major
19:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
20:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
21:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
22:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
23:00 0 0 EB 600-No 200-No ---900-No 100-No ---720-No 160-No ---
Ramey Kemp & Associates, Inc.
Study Name : Elite Waste 1000 tons
Study Date : 02/22/17Page No. : 1Signal Warrants - Summary
Major Street Approaches Minor Street Approaches
Northbound: NC 55
Number of Lanes: 2
Approach Speed: 0
Total Approach Volume: 19,401
Eastbound:
Number of Lanes: 1
Total Approach Volume: 0
Southbound: NC 55
Number of Lanes: 2
Approach Speed: 0
Total Approach Volume: 18,205
Westbound: Pristine Water Drive
Number of Lanes: 1
Total Approach Volume: 563
Warrant Summary (Urban values apply.)
Warrant 1 - Eight Hour Vehicular Volumes .....................................................................................................................................Not Satisfied
Warrant 1A - Minimum Vehicular Volume ................................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 1B - Interruption of Continuous Traffic .....................................................................................Not Satisfied
Required volumes reached for 1 hours, 8 are needed
Warrant 1 A&B - Combination of Warrants ..............................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 2 - Four Hour Volumes ........................................................................................................................................................Not Satisfied
Number of hours (1) volumes exceed minimum < minimum required (4).
Warrant 3 - Peak Hour ........................................................................................................................................................................Not Satisfied
Warrant 3A - Peak Hour Volumes ..............................................................................................................Not Satisfied
Volumes do not exceed minimums for any hour.
Warrant 3B - Peak Hour Delay ...................................................................................................................Not Satisfied
Total approach volumes and delays on minor street do not exceed minimums for any hour.
Warrant 4 - Pedestrian Volumes .......................................................................................................................................................Not Satisfied
Required 4 Hr pedestrian volume reached for 0 hour(s) and the single hour volume for 0 hour(s)
Warrant 5 - School Crossing .............................................................................................................................................................Not Satisfied
Number of gaps > .0 seconds (0) exceeds the number of minutes in the crossing period (0).
Warrant 6 - Coordinated Signal System .........................................................................................................................................Not Satisfied
No adjacent coordinated signals are present
Warrant 7 - Crash Experience ...........................................................................................................................................................Not Satisfied
Number of accidents (-1) is less than minimum (5). Volume minimums are not met.
Warrant 8 - Roadway Network ..........................................................................................................................................................Not Satisfied
Major Route conditions not met. One or more volume requirement met.
Ramey Kemp & Associates, Inc.
Study Name : Elite Waste 1000 tons
Study Date : 02/22/17Page No. : 2Signal Warrants - Summary
200 400 600 800 1000 1200 1400 1600 1800 0
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600
700
Major Street - Total of Both Directions (VPH)
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Warrant Curves
Peak Hour WarrantFour Hour Warrant
[Urban, 2+ major lanes and 1 minor lane curves used]
67891011
12131415
1617
18
Analysis of 8-Hour Volume Warrants:
Hour Major Higher Minor War-1A War-1B War-1A&B
Begin Total Vol Dir Major Crit Minor Crit Meets? Major Crit Minor Crit Meets? Major Crit Minor Crit Meets?
00:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
01:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
02:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
03:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
04:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
05:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
06:00 2,805 36 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
07:00 3,348 10 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
08:00 3,080 37 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
09:00 2,722 37 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
10:00 2,167 56 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
11:00 2,159 72 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
12:00 2,456 38 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
13:00 2,424 28 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
14:00 2,765 24 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
15:00 3,197 29 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
16:00 3,724 88 WB 600-Yes 150-No Major 900-Yes 75-Yes Both 720-Yes 120-No Major
17:00 3,623 73 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
18:00 3,136 34 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
19:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
20:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
21:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
22:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
23:00 0 0 EB 600-No 150-No --- 900-No 75-No --- 720-No 120-No ---
Ramey Kemp & Associates, Inc.
Study Name : Elite Waste 1500 tons
Study Date : 02/22/17Page No. : 1Signal Warrants - Summary
Major Street Approaches Minor Street Approaches
Northbound: NC 55
Number of Lanes: 2
Approach Speed: 0
Total Approach Volume: 19,445
Eastbound:
Number of Lanes: 1
Total Approach Volume: 0
Southbound: NC 55
Number of Lanes: 2
Approach Speed: 0
Total Approach Volume: 18,339
Westbound: Pristine Water Drive
Number of Lanes: 1
Total Approach Volume: 746
Warrant Summary (Urban values apply.)
Warrant 1 - Eight Hour Vehicular Volumes .....................................................................................................................................Not Satisfied
Warrant 1A - Minimum Vehicular Volume ................................................................................................Not Satisfied
Required volumes reached for 0 hours, 8 are needed
Warrant 1B - Interruption of Continuous Traffic .....................................................................................Not Satisfied
Required volumes reached for 3 hours, 8 are needed
Warrant 1 A&B - Combination of Warrants ..............................................................................................Not Satisfied
Required volumes reached for 1 hours, 8 are needed
Warrant 2 - Four Hour Volumes ........................................................................................................................................................Not Satisfied
Number of hours (3) volumes exceed minimum < minimum required (4).
Warrant 3 - Peak Hour ........................................................................................................................................................................Satisfied
Warrant 3A - Peak Hour Volumes ..............................................................................................................Satisfied
Volumes exceed minimums for at least one hour.
Warrant 3B - Peak Hour Delay ...................................................................................................................Not Satisfied
Total approach volumes and delays on minor street do not exceed minimums for any hour.
Warrant 4 - Pedestrian Volumes .......................................................................................................................................................Not Satisfied
Required 4 Hr pedestrian volume reached for 0 hour(s) and the single hour volume for 0 hour(s)
Warrant 5 - School Crossing .............................................................................................................................................................Not Satisfied
Number of gaps > .0 seconds (0) exceeds the number of minutes in the crossing period (0).
Warrant 6 - Coordinated Signal System .........................................................................................................................................Not Satisfied
No adjacent coordinated signals are present
Warrant 7 - Crash Experience ...........................................................................................................................................................Not Satisfied
Number of accidents (-1) is less than minimum (5). Volume minimums are not met.
Warrant 8 - Roadway Network ..........................................................................................................................................................Not Satisfied
Major Route conditions not met. One or more volume requirement met.
Ramey Kemp & Associates, Inc.
Study Name : Elite Waste 1500 tons
Study Date : 02/22/17Page No. : 2Signal Warrants - Summary
200 400 600 800 1000 1200 1400 1600 1800 0
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Peak Hour WarrantFour Hour Warrant
[Urban, 2+ major lanes and 1 minor lane curves used]
6
7
891011
12131415
1617
18
Analysis of 8-Hour Volume Warrants:
Hour Major Higher Minor War-1A War-1B War-1A&B
Begin Total Vol Dir Major Crit Minor Crit Meets?Major Crit Minor Crit Meets?Major Crit Minor Crit Meets?
00:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
01:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
02:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
03:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
04:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
05:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
06:00 2,829 44 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
07:00 3,380 11 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
08:00 3,105 51 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
09:00 2,731 44 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
10:00 2,180 70 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
11:00 2,171 97 WB 600-Yes 150-No Major 900-Yes 75-Yes Both 720-Yes 120-No Major
12:00 2,479 48 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
13:00 2,440 38 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
14:00 2,767 31 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
15:00 3,201 39 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
16:00 3,731 127 WB 600-Yes 150-No Major 900-Yes 75-Yes Both 720-Yes 120-Yes Both
17:00 3,633 98 WB 600-Yes 150-No Major 900-Yes 75-Yes Both 720-Yes 120-No Major
18:00 3,137 48 WB 600-Yes 150-No Major 900-Yes 75-No Major 720-Yes 120-No Major
19:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
20:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
21:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
22:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
23:00 0 0 EB 600-No 150-No ---900-No 75-No ---720-No 120-No ---
SECTION 7 -SIGNATURE PAGES
Thls application for New Permit is submitted by the undersigned as of the date indicated below:
Date:
RALEIGH ~~!:_~M~ l.l:::;:::------
..-·~::.-; /. ~,· .J •• .,,.. ,L .... ~~ ,-.~··,t . ...,,.,..,,. .. ~ ..,,,,.,.-.. ~
_ _..-:;?' A:'. --. c....· -------.. ~--,., ~ ._ By: Daniel Wa1L
Title: Member
SECTION 9 –ENGINEERING DRAWINGS
See Exhibit G
Exhibit A
Project Identification and Legal Description
Elite Waste Property
Apex
Wake County, North Carolina
The Raleigh Reclamation, LLC property, identified as Wake County Property Identification Number (PIN)
of 0751-11-3934 located within Apex’s ETJ, at 520 Pristine Waters Drive, Apex, NC 27502. The property
is referenced in Deed Book 15746 Page 2646. The property is located between Pristine Water Drive and
the future extension of Jessie Drive.
Commencing at an existing iron pipe at the centerline of the future extension of Jessie Drive at the
southwest corner of the Raleigh Reclamation Property and the corner of the N/F ALA Commercial, LLC
property, said point being the northeast corner of the aforementioned parcel, being the POINT OF
BEGINNING;
thence along the N/F ALA Commercial, LLC line N 18°11’45” W for 948.50’ to an existing iron pipe;
thence along the N/F Dixie Pipeline Company line N 10°35’21” E for 202.13’ to an existing iron pipe;
thence along the N/F Eagle Rock Concrete, LLC line S 87°49’24” E for 529.74’ to an existing iron pipe;
thence along the N/F Eagle Rock Concrete, LLC N 02°10’01” E for869.33’ to an existing iron pipe;
thence along the Pristine Waters Drive Right of Way line S 87°47’29” E for 661.81’ to an existing iron
pipe;
thence along the Pristine Waters Drive Right of Way line S 87°47’29” E for 75.00’ to an existing iron pipe;
thence a curve to the east with a radius of 125.00’, a length of 114.14’ and a bearing of S 24°54’41” E to
an existing iron pipe;
thence along the N/F Pristine Partners, LLC line S 01°23’54” W for 472.78’ to an existing iron pipe;
thence a curve to the west along N/F Pristine Partners, LLC line with a radius of 335.69’, a length of
130.39’ and a bearing of S 12°31’23” W to an existing iron pipe;
thence along the N/F Pristine Partners, LLC line S 01°23’54” W for 56.10’ to an existing iron pipe;
thence a curve to the west along N/F Pristine Partners, LLC line with a radius of 360.69’, a length of
110.96’ and a bearing of S 40°44’23” W to an existing iron pipe;
thence along the N/F Pristine Partners, LLC line S 49°33’11” W for 62.47’ to an existing iron pipe;
thence along the N/F Pristine Partners, LLC line S 02°48’22” W for 177.46’ to an existing iron pipe;
thence along the N/F Pristine Partners, LLC line S 02°48’22” W for 319.08’ to an existing iron pipe;
thence along the N/F Pristine Partners, LLC line S 02°48’22” W for 143.22’ to an existing iron pipe
located at the centerline for the future Jessie Drive extension;
thence along the centerline for the future Jessie Drive extension S 65°48’42” W for 979.63’ to an existing
iron pipe; said pipe being the POINT OF BEGINNING.
Said property includes approximately 1,653,179 square feet or 37.9518 acres as shown on a map by
Smith & Smith Surveyors entitled “Survey for Elite Waste Services” dated March 24, 2016.
Exhibit B
BK015746PG02646
NORTH CAROLINA GENERAL WARRANTY DEED
WAKE COUNTY, NC
LAURA M RIDDICK
REGISTER OF DEEDS
PRESENTED & RECORDED ON
08-08-2014 AT 13:59:46
BOO K:01 5746 PAG E:02646 -02647
Excise Stamps: $0.00 Tax ID#: 0331952
The property herein conveyed is not a Grantors' primary residence. (NCGS 105-317.2)
After recording, MAIL TO GRANTEE.
This instrument was prepared by: The Wall Law Firm, PLLC (without benefit of title exam)
Brief description for the Index: Tract 1; BM 2014, Pg 627
THIS DEED is made this .:b_ day of ~\J..,4&; , 20 R by and between
GRANTOR GRANTEE
Elite Waste Sen'ices, LLC, Raleigh Reclamation, LLC,
A North Carolina limited liability company A North Carolina limited liability company
P.O. Box 27137
Raleigh, NC 27611
The designation Grantor and Grant~e as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in the White Oak Township, Wake County, North
Carolina and more particularly described as follows:
Being all of Tract 1, containing 37.2729 acres, as shown on a map recorded in Book of Maps
2014, Page 627, Wake County Registry, to which map reference is hereby made for a more
particular description.
TOGETIIER WITH all rights and interests of the Owner of Tract 1 under that certain Cross
Access Easement; Utilities Easement, recorded in Book 15667, Page 1880, Wake County
Registry. ·
Property Address: 520 Pristine Waier Drive, Apex, NC 27539
l
submitted electronically by "The wall Law Firm, PLLC" in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the wake county Register of Deeds.
BK015746PG02647
The property herein described was acqu:ired by Grantor by instrument recorded in Book 15669, Page 2461,
Wake County Registry. ·
TO HA VE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple ..
AND THE GRANTOR covenants with the Grantee that Granter is seized of said real property in fee simple,
has done nothing to impair such title as Granter received, and that Grantor will warrant and defend the title
against the lawful claims of all persons claiming by, under or through Grantor, except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
1) The lien of advalorem real property taxes not yet due and payable.
2) All easements, covenant_s, conditions, restrictions, and other matters set forth in the County
land records. · ·
IN WITNESS WHEREOF, each Granter has hereunto set his hand and seal, as of the day and year first
above written.
ELITE WASTE SERVICES, LLC
~t(/~ (SEAL)
ame:Dan· Wall •'.
\
Title: Member/Manager
STATE OF NORTH CAROLINA --WAKE COUNTY:
I I, the undersigned, certify th t \ personally came before me this day and
acknowledged that he is the · f Elite Waste Services, LLC, a North Carolina
Limited Liability Company and that by autnority du y given and as the act of such entity, he signed the
foregoing instrument in its name on· its behalf as its act and deed.
Witness my hand and official stamp or seal,
2
Exhibit C
'
SITE
{NOT ro SCALE)
VICINITY MAP
I. S:[AtQ G Wllf do htlrBby certify that this plat
was drown under my supervision from an actual survey mode
11ndt1r my suptJrVislon using n,ftlrw,""" shown htlrtKHI; that
the boundaries not surveyed are shown as broken lines plotted
from information shown hereon; that the ratio of~
as ca/culattld by latlt11""8 and d,,parluru is 1.-10.lJOO + ·
that this plat was prepared in accordance with G.S. 47-JO
as amended. Witness my original signature, I~ number
and seal this 6 TH day of APRIL A.D., 2015.
Tiiis SUIV8Y shown Is of an 6Xlstlng porc6/ or parc8/s of land
and does not create a new street or change an existing street.
Profllssiono/ Land Su""')'Dr
L-3766
Llasnse Numbt1r
ALL OISTANCES ARE U.S. SURVEY FcET HORIZONTAL GROIJNO
MEASUREMENTS.
AREA DETERMINEO USING O.M.O. ME7H(){).
R£FERENCES: DEEO BOOK 15746, PAC< 2646
BOOK OF MAPS 2014. PAC< 627 (LOT I)
PROPERTY SHOIAN HEREON IS NOT WITHIN THE IOI) >£AR
FlOOO PLAIN AS PER FEMA FIRM MAP , :J720075100J,
EFFFCTII/E: DA TE MA Y 2, 2006.
PROPERTY IS ltlTHIN THE TOIAN OF APEX ETJ.
THIS PROPERTY IS ltlTHIN THE TOIAN OF APEX SECONDARY
WA TERSHEO PROTECTION AREA.
PROPERTY IS SITUA TEO ltllHIN ZONE DISTRICT.-
LIGHT INDUSTRIAL (U).
lmEND
EIP -Existing Iron Pipe
!PS -Iron Plpfl Set
ECM -Existing ConcrBtfl Manumtmt
CMS-Concrete Monument Set
ERR -Existing Ralfrood Spike
RRS -Ralfrood Splkt1 St1t
MP -MatMmatlco/ Point (Not Set)
81,{P -Best Management Practice
RCA -RflSOUl'Cfl Connrw,t/on An,a
l/S -landscape An,a
,!Y UtH/ty Pr,/.,
• Existing Iron Pip"
o Iron Pipe Set(Unless Olherwi• Dnignaltld)
• Existing CfJIICMttJ Uonumsnt
D Concrett! Monurnt!nt Set
o Mathamatk:al Point (Not Set) lxxxxl street Address (r;,,tcat)
RECORDED IN BOOK OF MAPS ,PAGE
RCA LINE DATA TABLE
l.M 8£'./?IN(J 0/STN«E
L40 N 87¥7'29" W 255.07
L<II N 08?J7'o5" E 17.7.:J
L42 N 24"22'o0" W 47.2f ,.., N 05'S6'32" E IJ5.5J ,.., N 11"06~" E 295.55
L<IS N 26'09'45• £ '18.07
L48 N 15'20'50• £ 75.49
L47 N 48'08'13• £ 57.02
Lf8 N .16'05'11• £ BJ.2< ,.,, N .J6"59'JJ" W 4-7.26
L50 N 46rH'11" W J6.J9
L$1 S 88Wi'42" W J9.79
LS2 S 74"00'4J" W '26
L5.J N 5$'02'17" £ 1~76 , .. N 78'01'23• £ 97.Jf
L55 N 68'13'40• £ 65.J.J
L56 N 20'50'45" £ 77"2
L57 N #'08'5.J" W ,S.7(}
L58 N 16ilfi'o0" W 51.Jti
L59 N 65WJ..,2" £ 6JUO
L6Q S 1871'45" £ 181.88
L61 S 10'35'21" W 202.13
L62 N 8749'24" W 529.7<
LBJ S 02'10'01" W 869.JJ
DIXIE PIPELINE COMPANY
D.8. 1936, PG. 323
0.8. 1961, PG. .180
0.8. 1936, PG. 460
D.8. 1468. PG. 124
8.M. 1970, PG. 106
·:-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-.. · .. · .. · .. · .. · .. · .. · .. · .. -.. ~\ . \
~ :§.·:. ,, ....... · .. · .. · .. · .. · .. · .. · .. · .. · .. · .... · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · .. · ... i
---E1P --llE LINE:· _s 8616'38" E-"3ozo~ -
ALA COMMERCIAL, LLC
DEED BOOK 12448, PAC< 216.J
BOOK OF MAPS 2005, PAC< 1584
PRELIMINARY
IMPERVIOUS SURFACE CALCULATIONS
EXISTING ORIVES. BUILDINGS. G.'i'A 16.
~ CONCRETE PA l£l1 AREAS
4f6.859 X 100 -27.5 l,82.J,608
446,659 S.F.
( 27. 51r PREI.IMINARY IMPER',f(}{JS AREA )
E1P
. : : : : : : ::: :"::::::::::::..... ',,
····:·/····· \ . . . . . . \
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CONCRETE PAm,
8£NCHMARI<-~
NAil. SU
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CLEv.-402.22
NA KJ--88 DA 1l1N
/
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... <· l:l .... ...J
E1P
RCA
12,822 SO. n.
0.2H ACRE
60' f.lND/S1lJR/J£/)
T'rP£ if1 • BUFFER £ 2010, PCS. 1053--1054)
221.27'
.=i, 'iB"iJ·16" W
TIE LINE:
-----
CHARLES H. WOMBLE
GLEN A. WOMBLE
JANET W. ARTHURS
DEED BOOK 4443 PAC< 949
CHARLES H. WOMBLE
GLEN A. WOMBLE
JANET W. ARTHURS
DEED BOOK 4443 PAC< 949
(a) 1H£ PfKJPERTY SHOWN H£RCON IS
stJBECT TO AU EASEMENTS fT R£CORO
AFFCC1'NG S4U£
(b) NO "TL£ SEARCH HAS BEEN P£Rf"ORM£D BY T'HIS FIHAI DtJH/NG 1H£ COlJHS£ OF'
THIS SURI£)';
---------
.,., / .,.,
/
.,., .,.,
/ .,., .,., .,.,
/ .,.,
/ .,., .,.,
/
.,., .,.,
/ .,., .,., .,.,
/ .,.,
BOUNDARY LINE DA TA TABLE
LINE I BEARING I DISTANCE
L37 S 02w,'22• W 177.-16
l.38 N 49"JJ'tl" E 62.47
£3g N 01"23'54" E 58.10
CURVE DATA TABLE
CURVE: I LENGTH I RAO/US I BEARING I CHORD
Ct 110.96' .J60.69' N 40¥4'.23" E 110.52'
C2 130.39' .JJ5.69' N 12'Jl'.23" E 129.57'
C3 114.14' 125.00' N 24'45'41" W 110.22'
SURVEY FOR
MARTHA M. SU/TH, ET AL
DEED BOOK 5520. PAGE 402
DEED BOOK 1.JJl4, PAC< 137
(~) 1HIS SUR~ DOES NOT CERllFY TO
1H£ £X/S7FNCE OR NON-EXISTENCE OF"
ANY fJNOERGROIJND UTrUTES, BIJRfAI. GROIJNOS,
OR ANY Sl.lBSiJHFACE FEA nJR£S 7HA T MA r
OR MAY NOT 8£ PMSENT ON 1HIS SITE. ELITE WASTE SERVICES
IOC J CJD 1,Jo '.!•JO ~·JO
L':l~..:--:..c•._l-1--1----1
( IN FEET )
1 inch = 100 ft.
WHITE OAK TOWNSHIP, WAKE COUNTY, NORTH CAROLINA --------------~-------------IJSTEJ) OWNER
RALEIGH RECLAMA 1ION. LLC
P.O. BOX 27137
RALEIGH, N.C. 27611-7137
PIN
0751.o.J-11-3934
Smith and Smith surveyors
P.O. BaX 45?
APEi: N.C. 2?602
(11111) 3112-?JJl
FIRM IJCl!NSE No. C-0165
PJT!'SJIORO, N.C. 2?318
(9111) 64Z-49Z.l
DATE MARCH 24, 2016
SCALE ,. = 100'
DRAWN BY J.A.B.
PROJECT NO. 16-19
Exhibit D
Imagery................................................NAIP, January 2010Roads..............................................©2006-2010 Tele AtlasNames...............................................................GNIS, 2010Hydrography.................National Hydrography Dataset, 2010Contours............................National Elevation Dataset, 2010
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D R
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A P E X
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HADDON HALL DR
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S P R I N G S T O N E DR
STRAYWHITE AVE
PRISTINE WATER DR
W A T E R SGLEN DR
HILLTOP NEEDMORE RD
SUNS
E
T

W
A
L
K

L
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W
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T
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WHITE MEADOWS DR
ANNANDALE
DR
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L
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L
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DUTCH
CREEK DR
PR
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P
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T
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R
B
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LOCHSIDE DR
A L L A N B R O O K E
L
N
B
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T
C
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D
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A
S
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H I G H R I D G E D R
F O R E S T E R
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DR
D E E R V I E W D R
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T O W N H O M E D R
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W

H
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L

R
D
A M B E R G A T E
S T A T I O N
I NV ESTMEN T BLVD
CHIMNEY HILL DR
L
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M
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C
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T E A L L A K E D R
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L
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NORW A L K S T
H I D D E N
S T R E A M D R
B O R D E A U X
L N
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A
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W E S T M I N S T E R L N
S U R R Y R IDGE CIR
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C R I C K E N T R E E D R
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BRACKENRIDGE L N
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K N O L L D R
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K

D
R
W
E
L
L
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B
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H

D
R
R I V I N G TON RD
L E B R U N PATH
DOVE FOREST LN
B
R
E N F I E L D D R
P I N E Y P L A I N S R D
COWLEY RD
H E A T H E R S T O N
E
D
R
R A V E N S T O N E D R
C A M E R O N
G L E N D R
H
O
M
E
G
A
T
E

C
I
R
OLIVE CHAPEL RD
BERMAN EDGE RD
OLIVE ST
T E N D E R D R
P
I
N
E
Y
G
R
O
V
E

W
I
L
B
O
N

R
D
M
A
R
K
H
A
M

S
T
LAUR
A

D
U
N
C
A
N

R
D
W ELM AVE
BOX
W
O
O
D

L
N
A NCHOR CREEK WAY
RAINESVIEW LN
WATERFORD GREEN DR
BUCKIN
GHAM
WAY
OLD ADAMS RD
FLATROCK LN
S U N S E T G R O V E D R
M O N A RCH BIRCH DR
DEZOLA ST
P
A
R
L
I
A
M
E
N
T
PL
S M I T H R D
P
E
R
C U S S I O N D R
STE
P
H
E
N
S
O
N

R
D
SUNSET FAIRWAYS DR
B
R
I
D
E
W
E
L
L

C
T
EDINBURGH S DR
DEVON H A L L L N
E D E R L E E D R
S
C A R R O L L
S T
B
I
B
L
E
W
A
Y

C
T
R O N A L D S B Y
D R
N E W
W A V E R L Y
P
L
LARKWOOD LN
L O C H V I E W
D
R
O
L
D

M
I
L
L
S

R
D
L O C H M E R E D R
HIDDEN MEADO
W
D
R
T O W N S I D E D R
H O L L Y
T H O R N
T R C E
WHIT E DO GWO OD R D
A P E X P E A K W A Y
S H A C K L E T O N R D
P A T E
S T
S
H
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S
S
T
BR
A
N
C
H

L
I
N
E

L
N
D UTCH HILL RD
VILLA
G
E

W
A
L
K

D
R
NEW DOVER RD
STEEDMONT DR
E MAPLE AVE
REUNION CREEK PKWY
GRIGSBY AVE
W S T E R L I N G T O N
P L
L
E
V
E
R
I N G
M I L L R D
CHALON DR
S
A
L
E
M
R
ID
G
E
R
D
LAKE EDGE DR
CHAUMONT DR
A S H V I L L E A VE
A R B O R H I L L L N
E D G E P I N E D R
P
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R
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L
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D
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AM
S
T
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R
D
A
M

P
L
S U M M E R W I N D S D R
MUIRFIELD DR
MONETA LN
N E W S T E A D
M A N O R
L N
J A MIS O N PA RK D R
F O R E S T P A R K W A Y
OL
D

M
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L
L
S

R
D
CAPU
LIN
C
R
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S
T
D
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S
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U
T
H
B
R
I
A
R

D
R
I V O R Y B L U F F TRL
F O Y G L E N
C T
ABBY KNOLL DR
H A Y WA RDS HEATH LN
IRONGATE DR
BRITTLEY WAY
APEX PEAKWAY
AP E X P E W Y
JAMES ST
WI
N
D
Y

R
D
OLD SMITHFIELD RD
S C H I E F F E L I N
R D
HYANNIS DR
BOBBITT RD
MAPLE AVE
L A U R A D U N C A N R D
STINSON AVE
MI
L
P
A
S
S

D
R
WELLSPRING
DR
B R I A R FIELD DR
STONELEIG
H
D
R
G
ABLE
RID
G
E
L
N
CROSSWA
Y

L
N
L
A
K
E

P
I
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E

D
R
L O C K L E Y R D
LASSI
T
E
R

R
D
C I R C L E D R
A L L E N H U R S T
P L
GREY
F
R
I
A
R
S

L
N
F O R E S T D R
E
L
L
I
N
W
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D
DR
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I
N
G
S
F
O
R
D
D
R
T R I L A N D
W A Y
C Y P R E S S F O R D D R
R E D H I L L R D
S K Y M E ADOW DR
LAW
D
R
A
K
E
R

R
D
S POINTE DR
ME
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R
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M
A
C

D
R
P I N N A C L E D R
L A N G S T O N C I R
LILLY ATKINS RD
S
P
L
I
T
R
O
C
K

T
R
L
VIS I O N D R
AVENT MEADOWS LN
M O R N I N G O A K S D R
T H O R N H O L L O W D R
T
O
W
H
E
E

D
R
AVENT FERRY RD
HOLLY MEADOW
DR
PRINCE
D
E
A
D

E
N
D

R
D
PER
R
Y

R
D
HUNTER ST
E MOO
R
E

S
T
SAWCUT LN
O A K H A L L D R
L
U
F
K
I
N

R
D
APACHE LN
BARTIZAN DR
A
R
B
O
R
C
R
E
S
T

R
D
ENERGY
D
R
STEEPLE RD
E EARP ST
M O R T O N F A R M R D
R E L I A N C E
A V E
M
E
R
I
O
N

S
T
A
T
I
O
N

D
R
L A K E P I N E DR
BASS LAKE RD
HA
S
S
E
L
L
W
O
O
D

D
R
K EL EKENT LN
VERSAILLES DR
A N G E L I C A C I R
B R I A R G L E N L N
H O L L Y B R O O K D R
R E G E N C Y
P K W Y
R
U
THERGLEN DR
GREENBREEZE LN
LAKE FLOWER DR
L I L Y
C R E E K
D R
AUTUMNGATE DR
STANSTED DR
K I N G P O S T
D R
G R A N T W O O D
D
R
G
R A N D B R I D G E D R
S E RENE FOREST DR
BRAELANDS DR
LARBOARD DR
SUMM
E
R

O
A
K
S

D
R
H
E
A
T
H
E
R
S
T
O
N
E

D
R
J A S L I E D R
S T E P H E N S R D
H
O
M
E
P
L
A
CE DR
H
U
N
T
I
N
G
W
O
O
D

D
R
ZE
N
O

R
D
H O L L Y S P R INGS NEW HILL RD
C
O
V
E
N
A
N
T
R
O
C
K
L
N
THOMAS MILL RD
U P C H U R C H S T
CHARLION DOWNS LN
C A S S
H O L T
R D
C
L
I
N
E
F
A
L
L
S
D
R
L
I
N
D
E
N

RIDGE DR
HIGH POCKET DR
CO
N
E

A
V
E
RA
L
E
I
G
H

S
T
V
I
N
T
A
G
E

G
R
O
V
E

L
N
OLD RALEIGH RD
K I L B R E C K D R
A R B O R D A L E C T
M
A
C
K
E
N
A
N

D
R
B R O O K C R O S S D R
BIR
N
A
M
W
O
O
D
C
T
KI
L
D
A
I
R
E

F
A
R
M

R
D
W E S C O T T R I DGE DR
D E N
H E I D E R
W A Y
C R E S C E N T G R E E N D R
NETHERLANDS DR
D U T C H M A N D R
C H U R C H I L L F A L L S P L
BIRKHAVEN DR
W O O D F I E L D
D E A D
E N D
R D
W H I T E D O G W O O D R D
C E L A NDINE DR
B E AV ER CREEK COMMONS DR
TEXANNA WAY
W O O D S C R E E K RD
APEX BARBECUE RD
VATERSAY DR
H O L LY MONT DR
W I L D H O L L Y L N
G
R
E
E
N
O
A
K
S
P
K
W
Y
TINGEN RD
LYNCH ST
HI
L
L
C
R
E
S
T

R
D
I R V I N G
P K W Y
SAUNDERS ST
W BALLENTINE ST
C
A
Y
M
A
N
A
V
E
CREEK HAVE N D R
S K Y M O N T
D R
G
O
O
S
E
B
E
R
R
Y
D
R
RIDGE LAKE DR
CLASSIC RD
SH
E
P
H
E
R
D
S

V
I
N
E
Y
A
R
D

D
R
F L I N T P O I N T LN
KINGSPOR T R D
J E S S I E D R
GREGSON DR
KILLINGSWORTH DR
HE
R
B
E
R
T

A
K
I
N
S

R
D
LINKSLAND DR
QU
E
E
N
S
F
E
R
R
Y

R
D
K I N G G E O R G E L O O P
DUNCANSBY CT
BEXHILL DR
AVE
O
F
T
H
E

E
S
T
J A M E S S L A U G H T E R R D
S E T T L E C R O F T
L N
B
E
L
N
A
P

D
R
OLIVE TREE LN
BONNIEWOOD D R
BELGIUM DR
B R O O K R I D G E
D R
S
Y
L
V
A
N

G
R
O
V
E

D
R
DU
N
H
A
G
A
N

P
L
HEIDING E R D R
BIR
K
L
A
N
D
S
D
R
E D E N
G R O V E
R D
W
LAKE RD
P I N E Y P L A I N S R D
HE
N
D
E
R
S
O
N

R
D
MANNS LOOP RD
S M
A
I
N

S
T
S
M
A
I
N

S
T
Pearson Pond
Bells Lake
Akins PondNumber One
Apex Lake
Bass Lake
MacGregor DownsLake
SunsetLake
SlaughterPond
GreyPond
N o r r i s B r
Little Br
Williams Cr
C
a
m
p
B
r
B i g B r
Basal
C
r
B a s a l C r
B i g B r
S p e i g h t B r
B e a v e r C r
Basal Cr
Swift Cr
C
a
m
p

B
r
Middle Cr
Litt
l
e

B
r
R
o
c
k
y

B
r
Middle Cr
U t l e y C r
W i l l i a m s C r
Dutchmans Br
L
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n
g

B
r
M
i
d
d
l
e
C
r
Speight Br
B
i
g
Br
N o r r i s B r
Williams Cr
Middle
Cr
L y n n
B r
Swift Cr
Akins PondNumber Two
Akins PondNumber Two
BagwellPond
BassLake
R E EarpPond
SorrellCem
APEX
CARY
HOLLY SPRINGS
Feltonville
PineyPlains39
37'
78°
39
6
30"
30"7
03
78°
39
FEET
57
58
40'
30"
30"
45
46
39
000m
52'30"
6
040
E
94 6
99
QV
7 03
45'
45
39
720
39
39
42'
N
39
48
39
39
39
57
30"
6
694
6
986
99
6
PV
7
39
53
35°
37'
45'
35°
40'
39
78°
95
966
47'7
QV
01
02
7
51
58
39
53
39
000m 6 50'6
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PV
7 7
070 000
46
49
50
39
55
35°
39
50
39
39
93
93
2 FEET
96 6
47'02
2
39
52
45'
FEET
39
49
54
N
000 50'
6
01 FEET
E 78°
45'
39
39
000m
30"
35°
690
42'
000
47
51
52
30"
55
56
52'
6 95 97
97 00
000m
39
4739
3948
000
NORTHCAROLINA
QUADRANGLE LOCATION
APEX QUADRANGLENORTH CAROLINA-WAKE CO.7.5-MINUTE SERIES
APEX, NC
2016
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WDSecondary Hwy Local Road
Interstate Route State RouteUS RouteWX./H
APEX, NC
2016
ROAD CLASSIFICATION
Check with local Forest Service unitfor current travel conditions and restrictions.
FS Primary Route FS High Clearance RouteFS PassengerRouteª«­▬
Interstate Route State RouteUS RouteWX./H
Expressway Local Connector
Ramp 4WDSecondary Hwy Local Road
U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY

1 Green Level
8 Angier
2 Cary3 Raleigh West4 New Hill5 Lake Wheeler6 Cokesbury7 Fuquay-Varina
ADJOINING QUADRANGLES
1 2 3
4 5
6 7 8
This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.19
CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
1 0.5 0
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
Imagery..................................................NAIP, June 2014Roads................................ U.S. Census Bureau, 2015 - 2016Names..........................................................GNIS, 2016Hydrography....................National Hydrography Dataset, 2014Contours............................National Elevation Dataset, 2008Boundaries............Multiple sources; see metadata file 1972 - 2016
Wetlands.........FWS National Wetlands Inventory 1977 - 2014
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.
Imagery<IMG_LEADER><IMG_CITATION>Roads<TRANS_LEADER> U.S. Census Bureau, 2015 - 2016Roads within US Forest Service Lands.............FSTopo Data with limited Forest Service updates, 2012 - 2016Names...............................................................GNIS, 2016Hydrography<HYDRO_LEADER>National Hydrography Dataset, <HYDRO_DATE>Contours<HYPSO_LEADER><HYPSO_CITATION>Boundaries............Multiple sources; see metadata file 1972 - 2016<OPTIONAL_CITATIONS>Wetlands.........FWS National Wetlands Inventory 1977 - 2014
U.S. National Grid
100,000-m Square ID
Grid Zone Designation
PV QV
700
17S
^
ØMN
GN
UTM GRID AND 2016 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET
1° 16´23 MILS
9° 3´161 MILS
*7
6
4
3
0
1
6
3
7
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Exhibit E
BEFORE THE TOWN COUNCIL OF THE TOWN OF APEX
APPLICATION FOR SPECIAL USE PERMIT #16SUP01
FINDINGS OF FACT
1. Elite Waste Services/Dan Wall, Raleigh Reclamation, LLC, owner/applicant (the "Applicant"),
submitted a completed application for a Special Use Permit on the pt day of August 2016. The
proposed Special Use Permit is designated #16SUP01.
2. Pursuant to G.S. §160A-384 and Sec. 2.2.ll(E) of the Unified Development Ordinance ("UDO"),
the Planning Director caused proper notice to be given (by publication and posting), of a public
hearing on Special Use Permit #16SUP01 before the Town Council on the pt day of November
2016.
3. The Apex Town Council held a public hearing, including an evidentiary hearing, on the pt day of
November 2016.
4. All persons who desired to present evidence relevant to the application for special use permit
#16SUP01, were allowed to present evidence at the public hearing before the Apex Town Council.
5. Staff presented the following conditions, which were agreed to by the Applicant:
a. All required opaque screening shall consist of a 6' wooden fence and undisturbed
existing vegetation.
b. Re-certification from Wake County for the well and septic system must be provided to
the Town of Apex Planning Department prior to construction plan approval by the
Technical Review Committee (TRC).
c. Copies of all state and county permits required to operate the facility shall be provided
to the Town Planning Department at or before the time that construction drawings are
approved.
d. The demolition of structures designated as "to be removed" on the approved minor site
plan and construction documents must be completed within 90 days of the construction
drawing approval.
6. The Applicant presented competent, material, and substantial testimony and evidence that the
matters stated in the application are accurate and that the special use complies with the UDO
standards.
CONCLUSIONS OF LAW
In light of the findings of fact, the Town Council makes the following conclusions of law:
1. The special use permit proposed is appropriate for its location and compatible with the character
of the surrounding land uses.
Page 1 of 3
SPECIAL USE PERMIT #16SUP01 FINDINGS OF FACT & CONCLUSIONS OF LAW
2. The special use permit complies with Sec. 4.4, Supplemental Standards.
3. As conditioned herein, the design of the special use does not have significant adverse impacts on
surrounding lands, regarding trash, traffic, service delivery, parking and loading, odors, noise,
glare, visual impact and vibration, and does not create a nuisance.
4. As conditioned herein, the proposed special use minimizes environmental impacts and does not
cause significant deterioration of water and air resources, wildlife habitat, scenic resources, and
other natural resources.
5. As conditioned herein, the proposed special use does not have a significant adverse impact on
public facilities and services, including roads, potable water and wastewater facilities, parks,
schools, police, fire, and EMS facilities.
6. The proposed special use complies with the appropriate standards in Article 8: General
Development Standards.
7. The proposed special use complies with all standards imposed on it by all other applicable
provisions of this Ordinance for use, layout, and general development characteristics.
8. Granting Special Use Permit #16SUP01 is in the public interest.
9. As conditioned herein, the Applicant is entitled in law and in fact to the granting of Special Use
Permit #16SUP01.
DECISION
The Apex Town Council hereby grants Special Use Permit #16SUP01 with the following conditions:
1. All required opaque screening shall consist of a 6' wooden fence and undisturbed existing
vegetation.
2. Re-certification from Wake County for the well and septic system must be provided to the Town
of Apex Planning Department prior to construction plan approval by the Technical Review
Committee (TRC).
3. Copies of all state and county permits required to operate the facility shall be provided to the
Town Planning Department at or before the time that construction drawings are approved.
4. The demolition of structures designated as "to be removed" on the approved minor site plan
and construction documents must be completed within 90 days of the construction drawing
approval.
Effect and Expiration
The Special Use Permit shall expire at the end of twenty-four (24) months after the date of its initial
approval of November 15, 2016 if an application for a building permit has not been approved, or, if the
use does not require a building permit, the use is not established, ongoing, and in operation. Permitted
time frames do not change with successive owners. Upon written request, one twelve (12) month
extension may be granted by the Town Council for good cause shown.
Page 2 of 3
SPECIAL U SE PERMIT #16SUP01 FINDINGS OF FACT & CONCLUSIONS OF LAW
These Findings of Fact, Conclusions of Law and Decision, shall constitute written documentation of the
Town Council's approval of the Special Use Permit #16SUP01.
STATE OF NORTH CAROLINA
COUNTY OF WAKE
THE TOWN OF APEX
By~(ec(L)
Lance Olive
Mayor
I, a Notary Public of the County and State aforesaid, certify that Donna B. Hosch, personally came
before me this day and acknowledged that she is Town Clerk of the Town of Apex. a North
Carolina Municipal Corporation, and that by authority duly given and as the act of the
corporation, the foregoing instrument was signed in its name by its Mayor, sea led with its
corporate seal and attested by her as its Town Clerk.
Witness my hand and official stamp or seal, this ;t, .If> day U ov.e.mbe. c . 2016.
~x-~~
Signure of Notary Public]
My Commission Expires: /;L -c)..q --;;J-t:J/7
Page 3 of 3
Exhibit F
FLOOD HAZARD INFORMATION
SPECIAL FLOODHAZARD AREAS
OTHER AREAS OFFLOOD HAZARD
OTHERAREAS
GENERALSTRUCTURES
Without Base Flood Elevation (BFE)
With BFE or Depth
Regulatory Floodway
Areas Determined to be Outside the 0.2% Annual Chance Floodplain
Non-accredited Levee, Dike, or Floodwall
Zone A,V, A99 Zone AE, AO, AH, VE, AR
Zone X
HTTP://FRIS.NC.GOV/FRIS
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTINGDOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
FLOOD INSURANCE RATE MAPNORTH CAROLINA
PANEL
MAP NUMBER
SEE FIS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
Cross Sections with 1% Annual ChanceWater Surface Elevation (BFE)Coastal Transect
OTHERFEATURES
Profile Baseline
Hydrographic Feature
Limit of Study
Limit of Moderate Wave Action (LiMWA)
Jurisdiction Boundary
Accredited or Provisionally AccreditedLevee, Dike, or Floodwall
Coastal Transect Baseline
SCALE
1 inch = 500 feet
Map Projection:North Carolina State Plane Projection Feet (Zone 3200)Datum: NAD 1983 (Horizontal), NAVD 1988 (Vertical)
PANEL LOCATOR
LOGO LOGO
NOTES TO USERS
For information and questions about this map, available products associated with this FIRM including historic versions of this FIRM, how to order products or the National Flood Insurance Program in general,please call the FEMA Map Information eXchange at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Map Service Center website at http://msc.fema.gov. An accompanying Flood Insurance Study report, Letter of MapRevision (LOMR) or Letter of Map Amendment (LOMA) revising portions of this panel, and digital versions of thisFIRM may be available. Visit the North Carolina Floodplain Mapping Program website at http://www.ncfloodmaps.com,or contact the FEMA Map Service Center.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well asthe current FIRM Index. These may be ordered directly from the Map Service Center at the number listed above.
For community and countywide map dates refer to the Flood Insurance Study report for this jurisdiction.
To determine if flood insurance is available in the community, contact your Insurance agent or call the NationalFlood Insurance Program at 1-800-638-6620.
Base map information shown on this FIRM was provided in digital format by the North Carolina FloodplainMapping Program (NCFMP). The source of this information can be determined from the metadata available in thedigital FLOOD database and in the Technical Support Data Notebook (TSDN).
ACCREDITED LEVEE NOTES TO USERS: If an accredited levee note appears on this panel check with your localcommunity to obtain more information, such as the estimated level of protection provided (which may exceed the1-percent-annual-chance level) and Emergency Action Plan, on the levee system(s) shown as providing protection.To mitigate flood risk in residual risk areas, property owners and residents are encouraged to consider floodinsurance and floodproofing or other protective measures. For more information on flood insurance, interestedparties should visit the FEMA Website at http://www.fema.gov/business/nfip/index.shtm.
PROVISIONALLY ACCREDITED LEVEE NOTES TO USERS: If a Provisionally Accredited Levee (PAL) noteappears on this panel, check with your local community to obtain more information, such as the estimated level ofprotection provided (which may exceed the 1-percent-annual-chance level) and Emergency Action Plan, on thelevee system(s) shown as providing protection. To maintain accreditation, the levee owner or community isrequired to submit the data and documentation necessary to comply with Section 65.10 of the NFIP regulations.If the community or owner does not provide the necessary data and documentation or if the data and documentationprovided indicates the levee system does not comply with Section 65.10 requirements, FEMA will revise the floodhazard and risk information for this area to reflect de-accreditation of the levee system. To mitigate flood risk inresidual risk areas, property owners and residents are encouraged to consider flood insurance and floodproofingor other protective measures. For more information on flood insurance, interested parties should visit the FEMAWebsite at http://www.fema.gov/business/nfip/index.shtm.
LIMIT OF MODERATE WAVE ACTION NOTES TO USERS: For some coastal flooding zones the AE Zonecategory has been divided by a Limit of Moderate Wave Action (LiMWA). The LiMWA represents the approximatelandward limit of the 1.5-foot breaking wave. The effects of wave hazards between the VE Zone and the LiMWA(or between the shoreline and the LiMWA for areas where VE Zones are not identified) will be similar to, but lesssevere than those in the VE Zone.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) NOTE
This map may include approximate boundaries of the CBRS for informational purposes only. Flood insurance is notavailable within CBRS areas for structures that are newly built or substantially improved on or after the date(s)indicated on the map. For more information see http://www.fws.gov/habitatconservation/coastal_barrier.html, theFIS Report, or call the U.S. Fish and Wildlife Service Customer Service Center at 1-800-344-WILD.
CBRS Area Otherwise Protected Area
Channel, Culvert, or Storm Sewer
0.2% Annual Chance Flood Hazard, Areas of 1% Annual Chance Flood with Average Depth Less Than One Foot or With Drainage Areas of Less Than One Square MileFuture Conditions 1% Annual Chance Flood HazardArea with Reduced Flood Risk due to LeveeSee Notes
Zone X
Zone X
Zone X

07511:6,000
%,012 18.2
!(8
2050000 FEET710000 FEET
2050000 FEET720000 FEET 2060000 FEET 720000 FEET
2060000 FEET
710000 FEET
This digital Flood Insurance Rate Map (FIRM) was produced through a uniquecooperative partnership between the State of North Carolina and the FederalEmergency Management Agency (FEMA). The State of North Carolina hasimplemented a long term approach to floodplain management to decrease thecosts associated with flooding. This is demonstrated by the State's commitmentto map flood hazard areas at the local level. As a part of this effort, the State ofNorth Carolina has joined in a Cooperating Technical State agreement withFEMA to produce and maintain this digital FIRM.
NATIONAL FLOOD INSURANCE PROGRAM
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ZONE AE
TOWNOF APEX370467
TOWNOF APEX370467
TOWNOF APEX370467
TOWN OFAPEX370467
TOWN OFAPEX ETJ370467
TOWN OFAPEX ETJ370467 TOWN OFAPEX ETJ370467
TOWN OFAPEX ETJ370467
TOWNOF CARY370238
TOWNOF CARY370238
TOWN OFCARY ETJ370238
WAKE COUNTYUNINCORPORATED AREAS370368
<
Middle Creek
EZ1065
EZ1066
EZ1064
78°48'0"W
78°48'0"W
78°48'30"W
78°48'30"W
78°49'0"W
78°49'0"W
78°49'30"W
78°49'30"W
35°43'30"N 35°43'30"N
35°43'0"N 35°43'0"N
35°42'30"N 35°42'30"N
Granville
Franklin
Durham
Johnston
Harnett
0758 0768 0778
0645065506650675 0684 1605
1804087408840894
0873088308931803 1813 1823
0872088208921802 1812 1822 1852
0881 08911801 1811 1821 1831 1841
088008901800 1810 18201830 18401850 1860
2715
0759 0769 0779 0789 07991709 1719 1729 1739 1749 1759 1769 1779
0788 07981708 1718 1728 1738 1748 1758 1768 1778 1798 2708
0727 0737 0747 0757 0767 07770787 0797 1707 1717 1727 1737 1747 1757 1766 1787 1797 2707 2717
07260736 0746 0756 0766 07760786 07961706 1716 1726 1736 1746 1756 1786 1796 2706 2716
0704 07250735 0745 0755 0765 0775 0785 07951705 1715 1725 1735 1745 1755 1765 1775 1785 1795 2705
0724 0734 0744 07540764 0774 0784 07941704 1714 1724 1734 1744 1754 1764 1774 1784 1794 2704 2714
0713 07230733 0743 0753 0763 0773 0783 07931703 1713 1723 1733 1743 1753 1763 1773 1783 1793 2703
0712 07220732 0742 0752 0762 0772 0782 07921702 1712 1722 1732 1742 1752 1762 1772 1782
0711 0721 0731 0741 0751 0761 0771 0781 0791 1701 1711 1721 1731 1741 1751 1761 1771
0700 0710 07200730 0740 0750 0760 0770 0780 07901700 1710 1720 1730 1740 1750
0608 0628 0649065906690679068906991609 1619 1629 1639 1649
0648065806680678068806981608 1618 1628 1638
0606 0626 0647 0657066706770687 06971607 1617 1627
0646065606660676068606961606 1616
0674
1870
1832 1842
1851 1861
1789 1799
1788
2725
I
0 500 1,000250Feet
0 150 30075Meters
BM5510 D North Carolina Geodetic Survey bench mark
BM5510 ?BM5510z
National Geodetic Survey bench markContractor Est. NCFMP Survey bench mark
Panel Contains:
COMMUNITY CID PANEL SUFFIX
0751370467 K0751CARY, TOWN OF 370238 K0751WAKE COUNTY 370368 K
3720075100K
APEX, TOWN OF
03/31/2015PRELIMINARY
Exhibit G
PERMITTED USES AND LIMITATIONS:
1. CHIPPING AND MULCHING (SUP)
2. ASPHALT OR CONCRETE PLANT (SUP)
3. RECYCLING PLANT (SUP)
4. WHOLESALING. GENERAL
5. TRANSPORTATION FACILITY
6. RETAIL SALES, GENERAL
7. CONTRACTOR'S OFFICE & STORAGE YARD
8. MANUFACTURING AND PROCESSING
9. WAREHOUSING
10. UTILITY-MINOR
11. WAREHOUSING
12. BROADCASTINGSTATION
13. RADIO AND TELEVISION RECORDING STUDIO
14. DISPATCHING OFFICE
15. OFFICE-BUSINESS OR PROFESSIONAL
16. RESEARCH FACILITY
17. PARKING GARAGE COMMERCIAL
18. PARKING LOT COMMERCIAL
19. GLASS SALES
20. HEALTH/FITNESS CENTER OR SPA
DEVELOPER
ELITE WASTE SYSTEMS
Dan Wall
95 Bluff Street
Raleigh, NC 27603
[phone]
[e-mail]
CIVIL ENGINEER
21. REPAIR SERVICES, LIMITED
22. RETAIL SALES. BULKY GOODS
23. SELF SERVICE STORAGE
24. TOWING SERVICE STORAGE
25. BUILDING SUPPLIES. WHOLESALE
26. VEHICLE SALES AND RENTAL-HEAVY
27. VEHICLE REPAIR & MAINTENANCE GENERAL
28. DISPATCHING OFFICE
29. REPAIR AND MAINTENANCE, GENERAL
30. TRUCK TERMINAL
31. MACHINE OR WELDING SHOP
SURVEYOR
SMITH & SMITH SURVEYORS
STALEY SMITH, PLS
P.O. BOX 457
Apex. NC 27502
PHONE: {919) 362-7111
PEAK ENGINEERING & DESIGN, PLLC
Jeff Roach, P.E.
5448 Apex Peakway #368
Apex, NC 27502
PHONE: [phone]
FAX: [phone]
WEBSITE: www.PeakEngineeringDesign.com
MINOR SITE PLAN
520 PRISTINE WATER DRIVE
APEX, NORTH CAROLINA
PROJECT NUMBER: 150701
DATE: MAY 2, 2016
'
VICINITY MAP
NOTTO SCALE
DRAWING INDEX:
COOO COVER SHEET
COOi EXISTING CONDITIONS AND DEMOLITION PLAN
ClOO
Cl01
C200
C300
C400
C401
C700
SITE PLAN
SITE PLAN -BUILDING
UTILITY PLAN
GRADING AND DRAINAGE PLAN
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
DETAILS
SITE INFORMATION:
Property Address:
Owner:
Wake County PIN:
Real Estate ID:
Property Size:
Property References:
Existing Zoning:
Current 2030 Land Use Map:
Existing Use:
Proposed Use:
Township:
Zoning Jurisdiction:
Built Upon Area:
Setbacks:
RCA Required:
RCA Provided:
Building Existing:
Indoor Storage/Seivice:
PariKing Required:
Existing PariKing:
Existing Handicap Parking:
Proposed Parking:
Handicap Parking:
Percent Parking in Rear:
Percent Parking on Side:
Flood Zone Information:
Watershed Information:
Historical:
NOTES:
520 Pristine Water Drive
Apex, NC 27539
ELITE WASTE SYSTEMS
95 BLUFF STREET
RALEIGH, NC 27603
0751-11-3934
331952
37.27 acres
DB -214, PG -627
LIGHT INDUSTRIAL (LI]
Office Employment/Industrial
Light lnustnal
Same
White Oak
Town of Apex
7r:Yfo Max (26.1 AC]
34.3% (12.8 AC]
20' Front
20' Side
20' Rear
7.45 Acres = 20%
7.63 Acres= 20%
3,470 SF
11.265 sf
12 Spaces (Office - 1 :300sf)
9 Spaces (Storage - 1 :1,250sf)
21 Total Spaces
28Spaces
OSpaces
27 Spaces
2Spaces
0.0%
100%
Firm Panel 3720075100J shows the presence of
flood zones on site.
Secondary Watershed Protection Overlay District,
Middle Creek Basin, Neuse River Basin
No historical structures on site.
1. ALL REQUIRED OPAQUE SCREENING SHALL CONSIST OF A 6' WOODEN FENCE AND UNDISTURBED
EXISTING VEGETATION.
2. RE-CERTIFICATION FROM WAKE COUNTY FOR THE WELL AND SEPTIC SYSTEM MUST BE PROVIDED
TO THE TOWN OF APEX PLANNING DEPARTMENT PRIOR TO CONSTRUCTION PLAN APPROVAL BY
THE TECHNICAL REVIEW COMMITTEE (TRC].
3. COPIES OF ALL STATE AND COUNTY PERMITS REQUIRED TO OPERATE THE FACILITY SHALL BE
PROVIDED TO THE TOWN PLANNING DEPARTMENT AT OR BEFORE THE TIME THAT CONSTRUCTION
DRAWINGS ARE APPROVED.
4. THE DEMOLITION OF STRUCTURES DESIGNATED AS 'TO BE REMOVED" ON THE APPROVED MINOR
SITE PLAN AND CONSTRUCTION DOCUMENTS MUST BE COMPLETED WITHIN 90 DAYS OF THE
CONSTRUCTION DRAWING APPROVAL
NC License #P-0673
seal:
NOT FOR CONSTRUCTION
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title:
COVERSHEET
proj #:
150701
date:
May 2, 2016
dwg by: chkd by:
DW JR
scale:
1" = NA
sheet: cooo
Minor Site Plan
© 2()15 Peak Br1gineoriog & Design. AD Rights Resorved
17
\\
0 50 100 200
SCALE: 1" = 100'
SCALE: 1 "= 100'
NOTES:
1. NO SLOPES GREATER THAN 3:1 ARE LOCATED ON THIS SITE.
2. THERE ARE NO CONTRIBUTING HISTORICAL STRUCTURES WITHIN THE PROJECT BOUNDARY.
3. BOUNDARY, SITE FEATURES AND EXISTING CONDITIONS INFORMATION TAKEN FROM A
SURVEY BY SMITH AND SMITH SURVEYORS. TOPOGRAPHIC INFORMATION TAKEN FORM
TOWN OF APEX LIDAR. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS
SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEY AND SUBMIT IT TO THE OWNER FOR
REVIEW
4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND INFORMATION SHOWN
HEREON WAS TAKEN FROM NOTED REFERENCES. ADDITIONAL RESTRICTIONS MAY EXIST
WHICH COULD AFFECT THE SUBJECT PROPERTY.
5. AREA COMPUTED BY COORDINATE METHOD.
6. THE BEARINGS ARE REFERENCED TO NORTH CAROLINA STATE PLANE GRID (NAD 83). ALL
DISTANCES ARE GROUND UNLESS OTHERWISE NOTED.
7. REFERENCES: SHOWN HEREON
8. SECONDARY WATERSHED PROTECTION OVERLAY DISTRICT, MIDDLE CREEK BASIN, NEUSE
RIVER BASIN
9. THE PROPERTY SHOWN HEREON IS WITHIN A FEMA FLOOD PLAIN.
10. FIRM PANEL 3720075100J DATED 5-2-2006 SHOWS THE PRESENCE OF FLOOD ZONES ON SITE.
11. WHERE TOWN OF APEX PUBLIC UTILITIES ARE INSTALLED WITHIN EASEMENTS CROSSING
PRIVATE PROPERTY, THE TOWN'S PUBLIC WORKS DEPARTMENT SHALL HAVE THE RIGHT TO
ENTER UPON THE EASEMENT FOR PURPOSES OF INSPECTING, REPAIRING, OR REPLACING THE
SEWER MAIN AND APPURTENANCES, WHERE PAVED PRIVATE STREETS, DRIVEWAYS, PARKING
LOTS, ETC. HAVE BEEN INSTALLED OVER PUBLIC SEWER MAINS, THE TOWN OF APEX SHALL NOT
BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF PAVEMENT, CURBING ETC. WHICH
MUST BE REMOVED TO FACILITATE REPAIRS. THE PUBLIC WORKS DEPARTMENT SHALL
EXCAVATE AS NECESSARY TO MAKE THE REPAIR, AND SHALL BACKFILL THE DISTURBED AREA
TO APPROXIMATELY THE ORIGINAL GRADE. REPLACEMENT OF PRIVATELY OWNED PAVEMENT,
CURBING, WALKWAYS, ETC. SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR
HOMEOWNER'S ASSOC.
12. ALL OFF-SITE EASEMENTS SHALL BE ACQUIRED BY THE DEVELOPER AND THESE OFF-SITE
EASEMENTS SHALL BE RECORDED BY A DEED OF EASEMENT PRIOR TO UTILITY INFRASTRUCTURE
CONSTRUCTION APPROVAL. THESE EASEMENTS SHALL BE DEDICATED TO THE TOWN OF APEX
AND LABELED "TOWN OF APEX PUBLIC UTILITY EASEMENr'.
13. NO PERSON SHALL PLACE ANY PART OFA STRUCTURE, ANY PERMANENT EQUIPMENT, OR
IMPOUNDMENT UPON TOWN OF APEX PUBLIC UTILITY EASEMENTS, PROHIBITED STRUCTURES
INCLUDE, BUT ARE NOT LIMITED TO: BUILDINGS, HOUSES, AIR CONDITIONING UNITS, HEAT
PUMP UNITS, DECKS, GARAGES, STORAGE/TOOL SHEDS, SWIMMING POOLS, WALLS,
RETAINING WALL MECHANISMS/APPURTENANCES AND FENCES. UPON PRIOR WRITTEN
APPROVAL BY THE PUBLIC WORKS DEPARTMENT, FENCES MAY PERMITTED ACROSS
EASEMENTS, PROVIDED THAT AN ACCESS GATE IS INSTALLED FOR THE FULL WIDTH OF THE
EASEMENT.
14. NO PERSON SHALL PLANT TREES, SHRUBS, OR OTHER PLANTS WITHIN A TOWN OF APEX PUBLIC
UTILITY EASEMENT WITHOUT PRIOR WRITTEN APPROVAL FROM THE PUBLIC WORKS
DEPARTMENT.
15. ANY AND ALL STREET SIGNS SHALL ONLY BE PROVIDED AND INSTALLED BY THE TOWN OF
APEX.
™ RCAAREA
: ::.... ·.;.:,.·:., .. :":!.' :-,:,:· (;;c;, ... :,:~.:';,-1'/_i EXISTING CONCRETE PAVEMENT
TOWN OF APEX NOTES:
l, OTHER APPROPRIATE MEANS INCLUDE, BUT ARE NOT LIMITED TO, A REGISTERED FORESTER'S OR
CERTIFIED ARBORISTS REPORT REFERENCED TO-SCALE DIGITAL PHOTOS. A REGISTERED
FORESTER'S OR CERTIFIED ARBORISrs REPORT REFERENCED TO AERIAL PHOTOGRAPHS. AERIAL
PHOTOGRAPHS ARE NOT AN ACCEPTABLE STAND-ALONE MEANS OF DOCUMENTATION FOR
TREES.
2. RIPARIAN BUFFERS ON PERENNIAL STREAMS ARE MEASURED 100 FEET FROM THE TOP OF THE
BANK ON BOTH SIDES OF THE STREAM, RIPARIAN BUFFERS ON INTERMITTENT STREAMS ARE
MEASURED 50 FEET FROM THE TOP OF THE BANK ON BOTH SIDES OF THE STREAM.
3. IF THE SITE DOES NOT CONTAIN THE 100-YEAR FLOODPLAIN OR FLOODWAY, CERTIFY THAT
THERE IS NO FEMA FLOODPLAIN ON THE SUBJECT PROPERTY BY GIVING FIRM MAP NUMBER
AND DATE. PROVIDE NON-FEMA FLOOD STUDY INFORMATION ON FLOODPLAINS,
FLOODWAYS, FLOOD FRINGES, AND FLOOD HAZARDS AT THE CONSTRUCTION PLAN STAGE OF
PLAN REVIEW.
A COPY OF THE DEMOLITION NOTIFICATION FROM THE NC HEALTH
HAZARD CONTROL UNIT AND AN ASBESTOS INSPECTION REPORT
FROM A NC ACCREDITED ASBESTOS INSPECTOR MUST
ACCOMPANY THE APPLICATION FOR ANY DEMOLITION PERMITS
WHICH MUST BE OBTAINED PRIOR TO START OF THE DEMOLITION.
NC License #P-0673
seal:
NOT FOR CONSTRUCTION
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title:
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CONDITIONS
proj #:
150103
date:
May 2, 2016
dwg by: chkd by:
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scale:
1" = 100'
sheet:
COOJ
Minor Site Plan
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NC License #P-0673
seal:
NOT FOR CONSTRUCTION
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l. PURSUANT TO SECTION 8.1 OF THE APEX UDO, THE AREAS
WITHIN THE RESOURCE CONSERVATION AREA (RCA)
SHALL NOT BE CLEARED, GRADED OR ALTERED UNLESS
THE WORK COMPLIES WITH UDO SECTION 8. l .2(FJ (3).
CONSTRUCTION ASSOCIATED WITH STORM WATER
CONTROLS IS PERMITIED WITHIN THE RCA. I
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.. ·. ··.. .• ~~.!__--,---~~~
. ... (SEE DETAIL) BENCHMARK
NAIL SET . : ....
SITE PLAN AREA 1
SCALE: l "= 50'
TOWN OF APEX NOTES:
l. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING, CLEARING,
INSTALLATION OF SOIL AND EROSION MEASURES. OR GRADING SHALL OCCUR UNTIL REQUIRED
PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A PROTECTION FENCING
INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT.
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE FOOT FOR EACH
INCH OF CALIPER. PROTECTION FENCING MUST BE PLACED AROUND ANY OTHER DESIGNATED
RCA SUCH AS, BUT NOT LIMITED TO, HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND
PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE LINE OF THE 100 YEAR
FLOODPLAIN AND Tl-IE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION
FENCING MAY BE REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS
DEEMED NECESSARY BY THE ZONING ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE
COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS. ETC.).
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL
NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED AREA [I.E. RCA AND CRITICAL ROOT
ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHT-OF-WAYS), AND SHALL BE CONTAINED
ENTIRELY ON SITE.
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO.
FLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY ASSOCIATED WITH THEM [BENCHES, TRASH
CONTAINERS. SIGNS. ETC.) MUST MEET ANY APPLICABLE STANDARDS FOUND IN THE TOA
STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE TOA
PARKS AND RECREATION DEPARTMENT.
5. THE SCREENING OF LOADING DOCKS, TRASH CONTAINERS (INCLUDING DUMPSTERS AND
ROLL-OUT CARTS], OUTDOOR STORAGE, MECHANICAL AND HVAC EQUIPMENT, AND SIMILAR
FACILITIES ON THE ROOF. ON THE GROUND, OR ON THE BUILDINGS SHALL MEET THE REQUIREMENTS
FOUND IN SECTION 8.2.8 OF THE UDO. SPECIFICALLY, SCREENING MUST BE DONE SO THAT:
oJ IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND
LANDSCAPE.
bJ SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL
MATERIALS OF THE BUILDING OR LANDSCAPE. AND ARE SIMILAR IN MATERIALS AND
COLOR.
cJ SCREENED ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC STREETS.
AND A TOTALLY OPAQUE SCREEN IS ACHIEVED.
dJ ANY GROUND-MOUNTED HVAC OR MECHANICAL OR UTILITY EQUIPMENT SIX FEET TALL OR
HIGHER MUST BE FENCED AND LANDSCAPED.
eJ DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS THEY MUST BE AT
LEAST EIGHT FEET TALL OR THE HEIGHT OF THE DUMPSTER, WHICHEVER IS GREATER; AND BE
BUILT OF MASONRY MATERIAL.
6. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED BEFORE A
FINAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR ANY BUILDING WITHIN THAT PHASE.
7. SITE ITEMS SUCH AS, BUT NOT LIMITED TO, LIGHTING, LANDSCAPING (INCLUDING MULCH),
SCREENING (I.E. DUMPSTERS/TRASH. MECHANICAL/HVAC, ETC.), SITE STABILIZATION (SEEDING],
AND PARKING AND PAVEMENT MARKING MUST BE COMPLETED PRIOR TO SCHEDULING A FINAL
SITE INSPECTION.
8. INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF THE SITE PLAN APPROVAL PROCESS. A
SEPARATE SIGN PERMIT MUST BE OBTAINED PRIOR TO INSTALLATION OF THE SIGN. MULTIPLE USE
LOTS. NON-RESIDENTIAL SUBDIVISIONS AND MULTIPLE TENANT LOTS MUST SUBMIT A MASTER SIGN
PLAN FOR APPROVAL.
2. ALL REQUIRED PERIMETER BUFFERS SHALL BE PLANTED,
REPLANTED OR MAINTAINED IN ACCORDANCE WITH
STANDARDS ESTABLISHED WITHIN THE APEX UDO OR
DESIGN AND DEVELOPMENT MANUAL.
RCA AREA
SITE NOTES:
l. PROPOSED SPEED LIMIT FOR STREETS IS 25 mph.
50' TYPE E
BUFFER
2. PERIMETER BUFFERS WILL BE PROVIDED WITH EXISTING VEGETATION AND A 6' WOOD
FENCE.
3. AREAS WITHIN THE SORTING, OR STORAGE YARDS SHALL HAVE A CONCRETE, ASPHALT OR
STONE PAVEMENT SURFACE. AREAS WHERE A PAVEMENT SURFACE DOES NOT EXIST. A
MINIMUM 12' COMPACTED AGGREGATE BASE COURSE WORKING SURFACE SHALL BE
PROVIDED.
4. ANY STONE. MULCH OR OTHER LOOSE MATERIAL STORAGE AREAS SHALL BE CONTAINED IN
A MANNER TO PREVENT LEACHING OR RUNOFF OFFSITE. METHODS MAY INCLUDE, BUT ARE
NOT LIMITED TO. MASONRY WALLS, PRECAST INTERLOCKING CONCRETE BLOCKS (BIN
BLOCKS, SEE SHEET C-700) OR APPROVED EQUAL.
5. MULCH SHALL NOT BE COMPACTED BY VEHICLES, OR OTHER MEANS, TO MINIMIZE
SPONTANEOUS COMBUSTION.
6. PER UDO SECTION 4.4.3.F. l .G, IN NO CASE SHALL THE HEIGHT OF RECYCLABLE OR
RECOVERED MATERIALS OR NON-RECYCLABLE RESIDUE STORED IN OUTDOOR AREAS
SHALL EXCEED 20' OR THE HEIGHT OF THE PRINCIPAL BUILDING ON THE LOT, WHICHEVER IS
GREATEST.
7. PRIOR TO RETURNING TO PROPERTY, PORTABLE TOILETS STORED ONSITE ARE TAKEN TO AN
OFF SITE, APPROVED, WASTEWATER FACILITY FOR EMPTYING AND CLEANING. PORTABLE
TOILETS ARE THEN RETURNED TO THE OWNER/SITE UNTIL DELIVERED TO NEXT LOCATION.
8. IF TIRES ARE TO BE TEMPORARILY STORED ON SITE. AN ENCLOSED STRUCTURE MUST BE
PROVIDED. LOCATION MUST BE APPROVED PRIOR TO CONSTRUCTION.
•• ,.,
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6" X 6" X 9' @ CORNERS TREATED
WOOD POST SET IN CONCRETE.
l" X 6" X 6' PLANKS
4" X 4" X 9'" (INTERIOR) TREAT
WOOD POST SET IN
CONCRETE.
SITE PLAN AREA 2
SCALE: l "= 50'
FENCE SECTION {FROM INSIDE PROPERTY)
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SCALE: 1" = 50'
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title;
100 SIIEPIAN
proj #:
150701
date:
May 2, 2016
dwg by: chkd by:
DW JR
scale:
1" = 50'
sheet:
CJOO
Minor Site Plan
© 2()15 Peak Br1gineoriog & Design. AD Rights Resorved
TOWN OF APEX NOTES:
l. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING, CLEARING,
INSTALLATION OF SOIL AND EROSION MEASURES, OR GRADING SHALL OCCUR UNTIL REQUIRED
PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A PROTECTION FENCING
INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT.
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE FOOT FOR EACH
INCH OF CALIPER. PROTECTION FENCING MUST BE PLACED AROUND ANY OTHER DESIGNATED
RCA SUCH AS, BUT NOT LIMITED TO, HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND
PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE LINE OF THE 100 YEAR
FLOODPLAIN AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION
FENCING MAY BE REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS
DEEMED NECESSARY BY THE ZONING ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE
COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL
NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED AREA [I.E. RCA AND CRITICAL ROOT
ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHT-OF-WAYS), AND SHALL BE CONTAINED
ENTIRELY ON SITE.
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO,
FLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY ASSOCIATED WITH THEM [BENCHES, TRASH
CONTAINERS, SIGNS, ETC.) MUST MEET ANY APPLICABLE STANDARDS FOUND IN THE TOA
STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE TOA
PARKS AND RECREATION DEPARTMENT.
5. THE SCREENING OF LOADING DOCKS, TRASH CONTAINERS (INCLUDING DUMPSTERS AND
ROLL-OUT CARTS], OUTDOOR STORAGE, MECHANICAL AND HVAC EQUIPMENT, AND SIMILAR
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ClOl SCALE: l "= 30'
FACILITIES ON THE ROOF, ON THE GROUND, OR ON THE BUILDINGS SHALL MEET THE REQUIREMENTS
FOUND IN SECTION 8.2.8 OF THE UDO. SPECIFICALLY, SCREENING MUST BE DONE SO THAT:
oJ IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND
LANDSCAPE.
bJ SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL
MATERIALS OF THE BUILDING OR LANDSCAPE, AND ARE SIMILAR IN MATERIALS AND
COLOR.
cJ SCREENED ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC STREETS,
AND A TOTALLY OPAQUE SCREEN IS ACHIEVED.
dJ ANY GROUND-MOUNTED HVAC OR MECHANICAL OR UTILITY EQUIPMENT SIX FEET TALL OR
HIGHER MUST BE FENCED AND LANDSCAPED.
eJ DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS THEY MUST BE AT
LEAST EIGHT FEET TALL OR THE HEIGHT OF THE DUMPSTER, WHICHEVER IS GREATER; AND BE
BUILT OF MASONRY MATERIAL.
6. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED BEFORE A
FINAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR ANY BUILDING WITHIN THAT PHASE.
7. SITE ITEMS SUCH AS, BUT NOT LIMITED TO, LIGHTING, LANDSCAPING (INCLUDING MULCH),
SCREENING (I.E. DUMPSTERS/TRASH, MECHANICAL/HVAC, ETC.), SITE STABILIZATION (SEEDING],
AND PARKING AND PAVEMENT MARKING MUST BE COMPLETED PRIOR TO SCHEDULING A FINAL
SITE INSPECTION.
8. INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF THE SITE PLAN APPROVAL PROCESS. A
SEPARATE SIGN PERMIT MUST BE OBTAINED PRIOR TO INSTALLATION OF THE SIGN. MULTIPLE USE
LOTS, NON-RESIDENTIAL SUBDIVISIONS AND MULTIPLE TENANT LOTS MUST SUBMIT A MASTER SIGN
PLAN FOR APPROVAL.
SITE NOTES:
l. PROPOSED SPEED LIMIT FOR STREETS IS 25 mph.
2. PERIMETER BUFFERS WILL BE PROVIDED WITH EXISTING VEGETATION. IF STANDARDS ARE
NOT MET, SUPPLEMENTAL PLANTINGS WILL BE REQUIRED.
3. AREAS WITHIN THE SORTING, OR STORAGE YARDS SHALL HAVE A CONCRETE, ASPHALT OR
STONE PAVEMENT SURFACE. AREAS WHERE A PAVEMENT SURFACE DOES NOT EXIST, A
MINIMUM 12' COMPACTED AGGREGATE BASE COURSE WORKING SURFACE SHALL BE
PROVIDED.
4. ANY STONE, MULCH OR OTHER LOOSE MATERIAL STORAGE AREAS SHALL BE CONTAINED IN
A MANNER TO PREVENT LEACHING OR RUNOFF OFFSITE. METHODS MAY INCLUDE, BUT ARE
NOT LIMITED TO, MASONRY WALLS, PRECAST INTERLOCKING CONCRETE BLOCKS (BIN
BLOCKS, SEE SHEET C-700) OR APPROVED EQUAL.
5. MULCH SHALL NOT BE COMPACTED BY VEHICLES, OR OTHER MEANS, TO MINIMIZE
SPONTANEOUS COMBUSTION.
6. PER UDO SECTION 4.4.3.F. l .G, IN NO CASE SHALL THE HEIGHT OF RECYCLABLE OR
RECOVERED MATERIALS OR NON-RECYCLABLE RESIDUE STORED IN OUTDOOR AREAS
SHALL EXCEED 20' OR THE HEIGHT OF THE PRINCIPAL BUILDING ON THE LOT, WHICHEVER IS
GREATEST.
7. PRIOR TO RETURNING TO PROPERTY, PORTABLE TOILETS STORED ONSIDE ARE TAKEN TO AN
OFF SITE, APPROVED, WASTEWATER FACILITY FOR EMPTYING AND CLEANING. PORTABLE
TOILETS ARE THEN RETURNED TO THE OWNER/SITE UNTIL DELIVERED TO NEXT LOCATION.
8. IF TIRES ARE TO BE TEMPORARILY STORED ON SITE, AN ENCLOSED STRUCTURE MUIST BE
PROVIDED. LOCATION MUST BE APPROVED PRIOR TO CONSTRUCTION.
•• ,.,
·i ·1 I SCALE
, , ,
,
6" X 6" X 9' @ CORNERS TREATED
WOOD POST SET IN CONCRETE.
l" X 6" X 6' PLANKS
4" X 4" X 9"' !INTERIOR) TREAT
WOOD POST SET IN
CONCRETE.
,
GRAVEL
EIP
CONCRETE
PICNIC TABLE
25' RECYCLING
PLANT SETBACK
RCA REQUIREMENTS:
' ' ' ' '
l. PURSUANT TO SECTION 8.1 OF THE APEX UDO, THE AREAS
WITHIN THE RESOURCE CONSERVATION AREA [RCA]
SHALL NOT BE CLEARED, GRADED OR ALTERED UNLESS
THE WORK COMPLIES WITH UDO SECTION 8.1.2[F)(3J.
CONSTRUCTION ASSOCIATED WITH STORM WATER
CONTROLS IS PERMITTED WITHIN THE RCA.
2. ALL REQUIRED PERIMETER BUFFERS SHALL BE PLANTED,
REPLANTED OR MAINTAINED IN ACCORDANCE WITH
STANDARDS ESTABLISHED WITHIN THE APEX UDO OR
DESIGN AND DEVELOPMENT MANUAL.
~M RCAAREA
FENCE SECTION {FROM INSIDE PROPERTY)
f
I
f
I
I
I
I
' ' '
NAO BJ
0 15 30 60
SCALE: 1" = 30'
NC License #P-0673
seal:
......... ~ .... .... ...;...~t ......... ~,,., ... i'"~.·(QfiE.SS10;/-. . .,.,\ I ,.·~If'-'1<'•. ~ I! SEAL \ \ i : 24427 l : ; \ i : ,. •._ I •
*\, ""i!:;'"-.~'vG r l'llf.':-?,···~X' ./ ...-,.,.,,,, ...... ··at-/
-...,,.;1eY A.~ ;, ..............
NOT FOR CONSTRUCTION
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title:
SIIEPIAN
BUILDING
proj #:
150701
date:
May 2, 2016
dwg by: chkd by:
DW JR
scale:
1" = 50'
sheet:
CJOJ
Minor Site Plan
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z
0
ID
5 w
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© 2()15 Peak Br1gineoriog & Design. AD Rights Resorved
-)
). 1 5'
B.M.
D.B. 15556, PG. 304
2013, PG. 1625 {LOT L2R)
TIE LINE·
S 02·10'01" W
30.00' ___ ,
~-CONNECT TO EX.,/ --
WATERLINE / , TERLINE:PER APEX G/S ------•• .:::::__1-_.---r""-
~--
,
' 6' CHAIN-LINK FENCE ,F'-;-'---
PRISTINE WATER DRIVE
60' EASEMENT
SEE REFERENCES:
D.B. 2464, PG. 651
D.B. 2286, PG. 545
D.B. 1961, PG. 380
D.B. 1575, PG. 187
--1-/J.B. 1615,_ PG. 137
B.M. 1914, PG. 132-
?LE , -0/H UTILITY LINE • --------. ---------, ······-.. •• .__ ·-
UTILITY
87"47'29" W POLE E!P
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129.57'
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--. -i-----------r--·
EXISTING 20' TOWN
OF APEX WATERLINE
EASEMENT UNIMPROVED
: (DEED BOOK 10210, PG. 951)
I (B.M. 2003, PGS. 677-618)
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-----0 25 50
SCALE: 1" = 50'
100
TOWN OF APEX NOTES:
l. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE
FOOT FOR EACH INCH OF CALIPER. PROTECTION FENCING MUST BE PLACED
AROUND ANY OTHER DESIGNATED RCA SUCH AS, BUT NOT LIMITED TO, HISTORIC
BUILDINGS AND STRUCTURES, WETLANDS, AND PONDS. PROTECTION FENCING
MUST BE PLACED ALONG THE OUTSIDE LINE OF THE 100 YEAR FLOODPLAIN AND
THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION
FENCING MAY BE REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION
ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE ZONING ENFORCEMENT
OFFICER. SUCH AREAS MAY INCLUDE COMMON PROPERTY LINES OR NEAR
PUBLIC AREAS [SIDEWALKS, ETC.).
2. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING
STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED
AREA [I.E. RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS
AND RIGHT-OF-WAYS), AND SHALL BE CONTAINED ENTIRELY ON SITE.
3. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS,
BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY
ASSOCIATED WITH THEM [BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST
MEET ANY APPLICABLE STANDARDS FOUND IN THE TOA STANDARD
SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE
TOA PARKS AND RECREATION DEPARTMENT.
4. ALL WATER AND SEWER LINES SHALL BE INSTALLED WITH A MINIMUM OF 3 FEET OF
COVER.
5. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES.
6. VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION AND
NOTIFY THE ENGINEER IF CONFLICTS ARE ENCOUNTERED.
7. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION OR ABANDONMENT
WITH LOCAL UTILITY COMPANIES AS REQUIRED.
8. UTILITIES WILL NOT ENCROACH UPON PROTECTED AREAS OR RUN PARALLEL
THROUGH ANY REQUIRED BUFFER.
9. WATER AND SEWER SHALL BE AT LEAST 10 FEET LATERALLY FROM EXISTING OR
PROPOSED SEWERS. WHERE LOCAL CONDITIONS PREVENT A SEPARATION OF AT
LEAST 10 FEET, THE WATER MAIN MAY BE LAID CLOSER, PROVIDED THAT THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18" ABOVE THE TOP
OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
JO.ALL NEW PUBLIC WATER AND SEWER LINES CONTAINED WITHIN A TOWN OF APEX
PUBLIC UTILITY EASEMENT WILL REQUIRE A WATER DISTRIBUTION EXTENSION
PERMIT AND/OR A GRAVITY SEWER EXTENSION PERMIT PRIOR TO THE START OF
UTILITY CONSTRUCTION. ALL WATER DISTRIBUTION EXTENSION PERMIT
APPLICATIONS SHALL BE ACCOMPANIED BY A SEALED ENGINEER'S REPORT PER
THE TOA WATER SEWER SYSTEM MANAGEMENT PLAN. PLEASE CONTACT THE
ENGINEERING DIVISION TO OBTAIN THESE PERMIT APPLICATIONS.
l l. A PLUMBING PERMIT ISSUED BY THE BUILDING INSPECTION DIVISION IS REQUIRED
FOR ALL PLUMBING SYSTEMS, INCLUDING STORM DRAINAGE SYSTEMS, INSTALLED
OUTSIDE THE PUBLIC RIGHT OF WAY OR A PUBLIC UTILITY EASEMENT. THESE
SYSTEMS SHALL BE INSPECTED AND APPROVED BY THE PLUMBING INSPECTOR
PRIOR TO COVERING. CONTACT RUDY BAKER (919-249-3381) FOR INFORMATION
INCLUDING THE UTILIZATION OF A THIRD-PARTY INSPECTION AGENCY .
12.IT IS THE RESPONSIBILITY OF THE OWNER OR HIS REPRESENTATIVE[S) TO LOCATE
AND IDENTIFY ALL EXISTING AND PROPOSED UTILITIES AND TO CLEARLY IDENTIFY
THEM ON THE APPROVED PLANS.
13.NO PUBLIC OR PRIVATE UTILITY EASEMENTS SHALL BE ALLOWED TO BE COUNTED
IN THE CALCULATIONS FOR BUFFERS. RCA. OR REQUIRED LANDSCAPE AREAS,
UTILITY NOTES:
l. THE SITE IS NOT REQUESTING FULL TOWN SERVICES -WATER, SEWER AND ELECTRICITY
2. THIS SITE WILL UTILIZE PRIVATE SEWAGE DISPOSAL.
NC License #P-0673
seal:
......... ~ .... .... ..-;.,.~t ......... ~,,., ... i'"~.·(QfiE.SS10;/-. • .,.,\ I •• ·~If'-'1<"•. ~ • • • • i ! SEAL \ 1 ; : 24427 l : ; \ i : ,. •._ I •
'"\, ""i!:;"-..~Air; r l'llf.':-?.···~X' ./ ...-,._.,,, ...... -·ct-/
-..,.,.;1eYA.~;, ..............
NOT FOR CONSTRUCTION
~ ~ a a
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5 5 w w
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w w ~ ~
ii ii
I I 0 0 z z
l l
x x w w t l < (
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title:
OVERALL
UTILITY
PLAN
proj #:
150701
date:
May 2, 2016
dwg by: chkd by:
DW JR
scale:
1" = 50'
~ m
z
0
ID
5 w
[
~ < a
0 z
3 f 9, 590 SQ. FT.
7.337 ACRES
(SHOWN AS SHADED) 1 OVERALL UTILITY PLAN C200 / , NAO 83 C200 SCALE: l "= 50'
Minor Site Plan
© 2()15 Peak Br1gineoriog & Design. AD Rights Resorved
J
1
C300
GRADING & DRAINAGE PLAN -AREA 1
SCALE: l "= 50'
TOWN OF APEX NOTES:
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING. BUT NOT LIMITED TO. TESTING. CLEARING.
INSTALLATION OF SOIL AND EROSION MEASURES, OR GRADING SHALL OCCUR UNTIL
REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A PROTECTION
FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT.
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE FOOT FOR
EACH INCH OF CALIPER. PROTECTION FENCING MUST BE PLACED AROUND ANY OTHER
DESIGNATED RCA SUCH AS, BUT NOT LIMITED TO. HISTORIC BUILDINGS AND STRUCTURES,
WETLANDS, AND PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE
LINE OF THE 100 YEAR FLOODPLAIN AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER.
ADDITIONAL PROTECTION FENCING MAY BE REQUIRED IN OTHER LOCATIONS CLOSE TO
CONSTRUCTION ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE ZONING ENFORCEMENT
OFFICER. SUCH AREAS MAY INCLUDE COMMON PROPERTY LINES OR NEAR PUBLIC AREAS
(SIDEWALKS, ETC.).
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE
SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED AREA (I.E. RCA AND
CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHT-OF-WAYS), AND
SHALL BE CONTAINED ENTIRELY ON SITE.
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT
LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY ASSOCIATED WITH THEM
(BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET ANY APPLICABLE STANDARDS
FOUND IN THE TOA STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE
REQUIREMENTS OF THE TOA PARKS AND RECREATION DEPARTMENT.
/, I
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5. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER THAN FIVE FEET
IN HEIGHT WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS, INCLUDING RETAINING
WALLS OR MECHANICALLY STABILIZED EARTH WALLS SHALL BE DESIGNED AND
CONSTRUCTED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED PROFESSIONAL
ENGINEER AND COMPLY IN ALL ASPECTS WITH THE NC BUILDING CODE. SECTION 1610.
RETAINING SYSTEMS MEETING THIS CRITERIA WILL REQUIRE A SEPARATE BUILDING PERMIT
PRIOR TO START OF WORK.
6. PER UDO SECTION 6.l.12(G) -PRIOR TO APPROVAL OF A FINAL PLAT OR ISSUANCE OF A
CERTIFICATE OF OCCUPANCY. ANY DEVELOPMENT WHERE ENGINEERED STORMWATER
CONTROL STRUCTURE IS REQUIRED, PLEASE CONTACT MIKE DEATON TO DEMONSTRATE
THAT THE REQUIRED STRUCTURE IS IN PLACE. THAT IT IS OPERATIONAL AND THAT IT
COMPLIES WITH ALL RELEVANT PORTIONS OF SECTION 6.1.12 ENGINEERED STORMWATER
CONTROLS. IF THE ENGINEERED STORMWATER CONTROL STRUCTURE IS USED AS PART OF A
TEMPORARY EROSION CONTROL MEASURE, THE INSPECTION WILL OCCUR DURING THE
APPROPRIATE PHASE OF CONSTRUCTION.
NOTES:
1. STEEP SLOPES: NO SLOPES EQUAL TO OR GREATER THAN 3:1 ARE LOCATED
ON THIS SITE.
2. WATERSHED INFORMATION: SECONDARY WATERSHED PROTECTION OVERLAY DISTRICT,
MIDDLE CREEK BASIN, CAPE FEAR RIVER BASIN
3. FLOOD ZONE INFORMATION: FIRM PANEL 3720075100J DATED 5-2-2006 SHOWS THE
PRESENCE OF FLOOD ZONES ON SITE.
4. HISTORICAL STRUCTURES: NO HISTORICAL STRUCTURES ARE LOCATED ON SITE.
5. TREE PRESERVATION: ALL TREES LOCATED WITHIN 5' OF TREE PROTECTION FENCING
OR CLEARING LIMITS SHALL BE EVALUATED PRIOR TO
REMOVAL.
11?\c~-'-~. :::. EXI Ti NG >• •
. . . . . . DJV.. RSJON <
DI CHCTO . . . . ......... .
) ~ ,
2 GRADING & DRAINAGE PLAN -AREA 2
C300 SCALE: l "= 50'
RCA REQUIREMENTS:
1. PURSUANT TO SECTION 8.1 OF THE APEX UDO. THE AREAS
WITHIN THE RESOURCE CONSERVATION AREA (RCA)
SHALL NOT BE CLEARED, GRADED OR ALTERED UNLESS
THE WORK COMPLIES WITH UDO SECTION 8.1.2(F)(3).
CONSTRUCTION ASSOCIATED WITH STORM WATER
CONTROLS IS PERMITIED WITHIN THE RCA.
2. ALL REQUIRED PERIMETER BUFFERS SHALL BE PLANTED,
REPLANTED OR MAINTAINED IN ACCORDANCE WITH
STANDARDS ESTABLISHED WITHIN THE APEX UDO OR
DESIGN AND DEVELOPMENT MANUAL.
0 25 50
SCALE: 1" = 50'
/
,,...... I
100
/
_/
/
/
c;r.
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NC License #P-0673
seal:
NOT FOR CONSTRUCTION
~ ~ ~
0 0 D
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title:
GRADING&
DRAINAGE
PLAN
proj #:
150701
date:
May 2, 2016
dwg by: chkd by:
DW JR
scale:
1" = 50'
sheet:
~ m
z
0
ID
5 w
[
~ < 0
0 z
C300
Minor Site Plan
© 2()15 Peak Br,gineoriog & Design. AD Rights Resorved
CONSTRUCTION ENTRANCE:
WHEN POSSIBLE, CONSTRUCTION VEHICLES SHALL BE AFFORDED ENTRANCES AND EXITS
SEPARATE FROM THE DEVELOPED PORTIONS OF THE CONSTRUCTION SITE TO PRESERVE
THE INTEGRITY OF PAVING IN SUCH AJREAS. ENTRANCES AND EXITS TO SUCH DEVELOPED
AREAS SHALL EXHIBIT A SIGN OR SIGNS BEARING THE LEGEND "NO CONSTRUCTION
VEHICLES" AND DIRECTING SUCH TRAFFIC TO THE APPROPRIATE ENTRANCE PER APEX
TOWN CODE, SECTION 19--121 IB).
GRAVEL CONSTRUCTION ENTRANCE PADS SHALL BE CONSTRUCTED AT EACH POINT OF
CONSTRUCTION ACCESS TO THE SITE, INCLUDING RESIDENTIAL LOTS. THE GRAVEL PADS
SHALL BE MAINTAINED IN SUCH A MANNER AS TO PREVENTTHE DEPOSITION OF MUD
AND DEBRIS ONTO EXISTING PUBLIC ROADWAYS OR PROPERTIES ADJACENT TO THE SITE.
SPECIAL NOTE: IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO SEE THAT THE
CONSTRUCTION ENTRANCE PADS ARE PROPERLY MAINTAINED SO THAT MUD IS NOT
TRACKED ONTO ADJACENT STREETS. IN THE EVENT THAT TI-IE GRAVEL CONSTRUCTION
ENTRANCES ARE NOT PROPERLY MAINTAINED, OR ARE OTHERWISE INEFFECTIVE, THE
TOWN MAY ISSUE A NOTICE OF VIOLATION, STOP WORK ORDER, AND/OR ASSESS A
PENALTY WHICH SHALL REMAIN IN EFFECT UNTIL SUCH TIME AS THE PADS ARE RESTORED
AND REPLENISHED AJND UNTIL ANY RESULTING MUD AND DEBRIS HAS BEEN REMOVED
FROM THE AJDJACENT STREETS BY THE CONTRACTOR.
INLET PROTECTION:
IN ADDITION TO THE INLET PROTECTION STANDARD DETAILS PRESENTED HEREIN AND TO
FURTHER PROTECT THE WATER QUALITY OF RECEIVING STREAMS, FILTERING INLET
PROTECTION DEVICES SHALL BE USED AT ALL CATCH BASINS ALONG ROADWAYS THAT
HAVE JUST RECEIVED THE FIRST LIFT OF ASPHALT. THE DEVICES SHALL BE INSTALLED
ACROSS THE GRATE AND THROAT AND MUST BE A PRODUCT APPROVED BY THE TOWN'S
ENVIRONMENTAL PROGRAMS MANAGER. THE FILTERING INLET PROTECTION DEVICE WILL
BE SUBJECTTO PERIODIC l~PECTION AND MUST BE PROPERLY MAINITAINED
THROUGHOUT CO~TRUCTION.
EROSION CONTROL PLAN AREA 1
SCALE: I"= 50'
TOWN OF APEX CONSTRUCTION SEQUENCE
THE FOLLOWING BEGI~ ONLY AFFER CONSTRUCTION PLANS ARE APPROVED ANO SIGNED BY APPROPRIATE TOWN STAFF.
1. FILL OUT TREE/PROTECTION FENCING INSTALLATION PERMrr APPLICATION (OBTAIN FROM PLANNING DEPARTMENT).
2. HAVE A SURVEYOR FLAG PROPERTY LINES, EASEMENITS, BUFFERS, TREE PROTECTION AREAS. AND FLAG THE PROTECTION
LIMITS.
3. CONTACT AN APEX PLANNING DEPARTMENT ZONING COMPLIAJNCE OFFICER AT 249-3426 TO REQUEST APPROVAL FOR
TREE PROTECTION FENCING LOCATIO~.
4. INSTALL AJPPROVEDTREE PROTECTION FENCING, SIGNS, AND/OR ANY OTHER PROTECTION MEASURES THAT MAY BE
REQUIRED. CALL PLANNING AT 249-3426 FOR A FINAL INSPECTION OF PROTECTION MEASURES. PLANNING WILL
FORWARD APPROVAL TO PUBLIC WORKS STAFF.
5. SUBMIT THE APPLICABLE S&E PERFORMANCE GUARANTEE TO THE DEVELOPMENIT PROJECTS COORDINATOR AT
249-3394 IN THE ENGINEERING DEPARTMENT. A LETTER OF PLAN APPROVAL CANNOT BE ISSUED UNTIL THE GUARANTEE
IS SUBMITTED.
6. REQUEST A LETIER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL MEASURES FROM PUBLIC WORKS
STAFF AT 249-3427.
7. THROUGH THE ENGINEERING FIELD SERVICES SUPERVISOR AT 919-249-351 D. SCHEDULE A PRE-CONSTRUCTION MEETING
WITH ENGINEERING INSPECTORS AND OTHER TOWN STAFF.
8. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, SKIMMER
BASINS, BYPASS CHANNELS, AND/OR OTHER MEASURES AS SHOWN ON THE APPROVED PLANS. CLEAR ONLY AS
NECESSARY TO INSTALL THESE DEVICES.
9. CALL PUBLIC WORKS STAFF AT 249-3427 FOR AN ON-SITE INSPECTION AND TO REQUEST A CERTIFICATE OF
COMPLIANCE.
10. COMPLETE GRADING PERMIT APPLICATION, IF REQUIRED FROM BUILDING INSPECTIONS DIVISION.
11. ONCE A GRADING PERMIT IS REVIEWED AND ISSUED BY BUILDING INSPECTIO~. ARRANGE A PRE-CONSTRUCTION
MEETING WITH BUILDING INSPECTIO~ (RUDY BAKER) AT 249-3381 PRIOR TO ANY GRADING ACTIVITIES. THIS MEETING IS
SEPARATE FROM ANY OTHER PRE-CONSTRUCTION MEETINGS REQUIRED IN THE CONSTRUCTION SEQUENCE.
12. POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
13. BEGIN CLEARING, GRUBBING, AND ROUGH GRADE OF THE SITE IN ACCORDANCE WITH THE APPROVED GRADING
PLAN.
14. STOCKPILE SUFFICIENIT AMOUNT OF TOPSOIL TO COVER 3 INCHES OVER LANDSCAPED AREAS AT THE END OF THE
PROJECT.
I
/
I \' / I
(
)
R~
3 {~,590 SQ. FT. t
7.-:537 ACRES
(SHOWN'v..s SHADED)
' io' ,...
( ~
)
Ir-."-~
COMBINATION
TREE/SILT FENCE
I)
--
-\ I
\ s "---
~l
'--/----'\ \J
l /-.....,
()
(/ \
\..
-\
\
\
)
(
...___.._
15. INSTALL STORM SEWER. IF APPLICABLE, AND PROTECT INLETS WITH INLET PROTECTION DEVICES, SEDIMENT DEVICES.
AND/OR OTHER APPROVED MEASURES AS SHOWN ON PLANS. MAJNTAIN S&E MEASURES AS NEEDED.
\
2
\
\
\ /\
( J )
\
\
16. AFTER COMPLETION OF ANY PHASE OF GRADING OR WHEN LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY
CEASED, ESTABLISH GROUNDCOVER ON SWALES AND DITCHES, GRADED SLOPES STEEPER THAN 3:1 AND HIGH QUALITY
WATER ZONES [HQW) WITHIN 7 CALENDAR DAYS; SLOPES THAT ARE 3:1 OR FLATTER MUST ESTABLISH GROUNDCOVER
WITHIN 14 CALENDAR DAYS.
C400 SCALE: l"= 50'
17. STAJBILIZE SITE AS AREAS ARE BROUGHT UP TO FIN~HED GRAJDE WITH VEGETATION OR PAVING.
18. PRIOR TO PLAT APPROVAL, ALL DISTURBED AJREAS, BOTH PUBLIC AND PRIVATE. MUST BE PROPERLY STABILIZED. ALL
TEMPORARY EROSION CONTROL MUST BE INSTALLED, BE FUNCTIONING PROPERLY AND BE MAINTAINED FOR ENTIRE
AREA CONTAINED WITHIN THE PLAT
19. FLUSH AND CLEAJN ALL STORM WATER SYSTEM PIPES. CLEAN AND REMOVE SEDIMENIT FROM TEMPORAJRY SEDIMENT
HOLDING DEVICES. FOLLOW BMP CONSTRUCTION SEQUENCE FOUND ON THE GRADING AND/OR BMP DETAIL SHEET
ON THE CONSTRUCTION PLAN SET.
20. REMOVE TEMPORARY DIVERSIO~. SILT FENCING, SEDIMENT BASINS, ETC. AND PROVIDE ADEQUATE COVER OR PAVE
ANY RESULTING BARE AREAS. ALL PERMANENT EROSION CONTROL DEVICES SHOULD BE INSTALLED AT THIS POINT.
21. WHEN VEGETATION HAS BEEN ESTABLISHED, CALL PUBLIC WORKS STAFF AT 249-3427 FOR ANAL SITE INSPECTION AJND
TO REQUEST A CERTIFICATE OF COMPLETION.
22. OWNER IS RESPONSIBLE FOR PERMANENT EROSION CONTROL MAJNTENANCE OF THE SITE
NOTES:
1. WATERSHED INFORMATION: PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT,
WILLIAMS CREEK BASIN. NEUSE RIVER BASIN
2. ALL PROPOSED GRADING~ TO BE COMPLETED WITH SLOPES 3:1 OR FLATTER.
3. EXISTING GRAVEL DRIVES WILL BE USED AS CO~TRUCTION ENITRANCE. A FULL
CONSTRUCTION ENTRANCE MAY BE ADDED DURING CONSTRUCTION IF NECESSARY.
4. DISCHARGE FROM SEDIMENT BASIN MUST COME FROM A SKIMMER. THE EX~TING
PERFORATED RISER MUST BE REMOVED.
TOTAL DISTURBED AREA
3.04 ACRES
0 15 30 60
SCALE: 1" -JD'
NAD 83
~···
I
-AREA 2
I
/
\
NC License #P-0673
seal:
......... ~ ......... ..-;.,.~\\ ........ ~ ,.., ... i'"~ • ..;";,fiE.SS10";,_•-. • .,.,\ I ,.·~If'-'1<'•. ~ . ' . . i ! SEAL \ 1 ; : 24427 l : ; \ i : ' ... ly· \, "'i!:;'"-.~'vG r l>lt';;?,·•'c.,X' ....-,.,.,,,, ....... 0 t-
, ... ; e YA.~,.-" ............
NOT FOR CONSTRUCTION
~ ~ ~
0 0 0
~ ~ ~ w w w
5 5 5 w w w
[ [ [
w w f-f-~
ii ffi 00
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D. D. D. < < <
w ~ • G . \ \ \N ~ • \" \
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title:
EROSION
CONTROL
PLAN
proj #:
150701
date:
May 2, 2016
dwg by: chkd by:
DW JR
scale:
1" = 50'
sheet:
~ m
z
0
ID
5 w
[
~ < 0
0 z
C400
Minor Site Plan
© 2()15 Peak Br1gineoriog & Design. AD Rights Resorved
MIN, lOGA.
LINE WIRES
NOTES:
1. USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED!ACREAND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS TO BE
TURNED UPHILL.
3. WRAP THE SILT FENCE AROUND ALL
EXISTING FIRE HYDRANTS SO THAT
THEY ARE FULLY VISIBLE FROM THE
ROADWAY.
4. ALL SILT FENCE MUST HAVE A
MINIMUM OF 5' OF CLEARANCE
FROM THE FIRE HYDRANT.
* USE #57 WASHED STONE FOR
REPAIR OF SILT FENCE FAILURES,
AND FOR ANCHOR WHEN SILT
FENCE IS PROTECTING CATCH
BASIN.
TOWN OF APEX
STANDARDS
EFFECTIVE: JANUARY 20, 2015
,----------<!''MAJ<~-------,
SIDE VIEW
VARIABLE AS DIRECTBJ BY THE ENGINEER
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FB'-ICE GEOTEXTILE FABRIC
ANCHOR SKIRT AS
DIRECTED BY ENGINEER*
TEMPORARY SILT FENCE
EXISTING ROADWAY
TOWN OF APEX
STANDARDS
EFFECTI\IE: JANUARY 20, 2015
DESIGN INFORMATION TO BE PROVIDED BY THE
ENGINEER ON THE CONSTRUCTION DRAWINGS
TOP OF DAM ELEVATION
BASIN BOTTOM ELEVATION
BASIN BOTTOM LENGTH
SKIMMER SIZE
ORIFICE SIZE
TOP OF DA
(MINIMUM WIDTH 5')
EMERGENCY SPILLWAY-----
(MINIMUM WIDTH 10')
1' MINIMUM FREEBOARn----
TOWN OF APEX
STANDARDS
EFFECTIVE: JANUARY 20, 2015
SIDEWALK
RADE
ROPERTY LINE
IRE
HYDRANT
SILT FENCE FABRIC T
OVERLAP HARDWARE
CLOTH BY 12 INCHES
STEEL FENCE POST
WIRE FENC
HARDWARE CLOT~._Jn
SIDE VIEW
SILT FENCE FABRIC
,:; URS AND
~-; GUTTER
FH INSTALLATION
l w
J
STD. NO.
400.0l
SHEET 1 OF 1
NOTES:
TOWN OF APEX
STANDARDS
EFFECTIVE: DECE~BER21, 2010
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE
MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE VEHICLE
MUST BE WASHED BEFORE ENTERING PUBLIC ROAD
(SEE DETAIL ,400.(}6 SHEET 2 OF 2).
3. IF A PROJECT CONTINUES TO DEPOSIT MUD AND
DEBRIS ONTO THE PUBLIC ROAD, THE TOWN WILL
CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PARTY.
ENTRANCE TYPE L w STONE SIZE
GENERAL 50 25' 2-3"
RESIDENTIAL'" 25" 12' #57
"' INDIVIDUAL SINGLE FAMILY
CROSS SECTION
NEW CONSTRUCTION------
STD. NO.
CONSTRUCTION ENTRANCE 400.06
SLOPEDRAI
TYPICALOF2
(DETAIL400.17J
STONE APRON
SHEET 1 OF 2
<°'"--4.._::; ~r"<;;,,C....~AFFLES WITH METAL
POSTS, WOVEN WIRE
FABRIC BACKING. &
COIR FIBER NEITING
STD. NO.
400. l 3
SHEET l OF 2
NOTE:
1. APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 1 /4 ACRE.
2. USE AS A REPAIR OF SILT FENCE FAILURES.
3. BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6 INCHES.
HARDWARE CLOT
1 .. p
STEEL FENCE POST
FRONT VIEW
WIRE FENCE
17:"~~AIP
STANDARD METAL POSTS 2' IN GROUND
rwALVANIZED HARDWARE v WIRE EXTB'-IDS TO TOP OF BOX
--
~ ---
57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX.
SEEDING AND MULCHING:
SHOULDERS, SIDE DITCHES, SLOPES (3:1 MAX.)
Date, l'ype, Planffng/Acre
Aug 15 -Nov 1, Toll Fescue, 300 lbs.
Nov 1 -Mar I, Tall Fescue & Abruzzl Rye, 300 lbs.
Mar 1 -Apr 15, Tall Fescue, 300 lbs.
Apr 15 -June 30. Hulled Common Bermuda gross. 25 lbs.
July 15-Aug 15, Tall Fescue, 35 lbs. * ... Brown top Millet or* ... Sorghum-Sudon Hybrids
SLOPES (3:1 to 2:1)
Dale Type Planlfng/Acre
Mor l -June I. Sericeo Lespedezo (scaified). 50 lbs.
Mar 1 -April 15, ADD Toll Fe.scue, 120 lbs.
Mor 1 -June 30, ADD Weeping Love gross. IO lbs.
Mor 1 -June 30, ADD Hulled Common Bermuda Grcm. 25 lbs.
June 1 -Sep I,*** Toll Fescue, 120 lbs., ***Brown top Miiiet, 35 lbs., ***Sorghum-Sudan Hybt1ds,
301bs.
Sep l -Mar l, Sericea Lespedeza (unhulled-unscorified), 70 lbs .• Toll Fescue, 120 lbs.
Nov 1 -Mar I, ADD Abruzzi Rye, 25 lbs.
.. ...,Temporary-Reseed according to optimum season for desired permanent
vegetation. Do
not allow temporary cover to grow over 12 inches in height before mowing, otherwise
fescue may be shaded out.
A Conservation Engineer or Soil Conservation Service shall be consulted for additional
information concerning other altematives for vegetation of denuded areas. The above
vegetation rates are those which do well under local conditions; other seeding rate
combinations are possible. Any variation from this list shall be pre-approved by the
TOWN.
SEEDBED AND PREPARATION:
1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
conditions. with
stockpiled topsoil. Contractor shall reserve sufficient topsoD for seedbed
preparation.
2. Rip the entire area to 6 inch depth.
ond uniform.
4. Apply agricultural lime, fertilizer, and super-phosphate uniformly and mix with soil
(see
below*).
5. Continue tillage until a well-pulverized, firm, reasonably uniform seedbed is
prepared 4
to 6 inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or
cultipack after seeding.
7. Mulch immediately after .seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within the
planting
season, if possible. If stand is less than 60% established, the entire area shall be
reseeded according to specifications using the orlglnal llme, fertlll2er and seedln
rates.
9. Consult a Conservation Inspector on maintenance treatment and fertilization
after
permanent cover is established.
*Apply: Agricultural Limestone -2 tons/acre (3 tons/acre in clay .sols)
FertDizer -1,000 lb/acre -I 0-10-10
Super-phosphate -500 lb/acre -20% analysis
Mulch -2 tons/ocre -small groin straw
Anchor-Asphalt Emulsion @300 gals/acre
E
0
NC License #P-0673
TEMPORARY SILT FENCE OUTLET
STD. NO. TOWN OF APEX @
f--4=0=0~·~02,..,..+~=ST=A~N=D=A=R=Ds~,.... c:01 CATCH BASIN & YARD INLET PROTECTION 3. Remove all loose rock, roofs, and other obstrucHons leaving surface reasonably
smooth SHEET 1 OF 1 EFFECTIVE: DECEMBER 3, 2002
/
/ CONTINGB'-IT UPON WATER MAIN PROVIDE DRAINAGE AWAY
~
RESSURIZED WATER SOURCE
NSTALlATION) --·--FROM THE WASH RACK TO A
~ /'
.,,..,.. SEDIMENT-TRAPPING DEVICE
IT IS ADVISABLE TO PROVIDE A / SEPARATE ENTRANCE TO LIMIT
TRAFFIC ACROSS THE RACK AND
REDUCE WEAR AND MAINTENANCE
THE LOCATION MUST SLOPE AWAY FROM TH
STREET OR STEPS MUST BE TAKEN (GRADING,
DIVERSIONS, ETC.) TO PREVENT RUNOFF
FLOWING INTO THE STREET
FOUNDATION OF 8" COMPACTE
CRUSH AND RUN STONE
v(
\
'
/
T ~ ----KEEP A BROOM AND SHOVEL CLOSE 1-TO THE RACK TO CLEAN THE STREET
EXAMPLE ACCEPTABLE WASH RACK
(OTHER APPROVED METHODS MAY BE UTILIZED)
ONE SECTION OF REINFORCED CONCRETE CATTLEGUARD
3" WASHED STONE UNDER SLATS
TO DRAIN WATER AND SEDIMENT
AWAY FROM THE RACK
SECTION 'A-A'
TOWN OF APEX
STANDARDS CONSTRUCTION ENTRANCE
EFFECTIVE: JANUARY 20, 2015
TOP OF D
PROTECT WEI
WITH FILTER
FABRIC & RIP RAP
NOTES:
ETRIEVAL
1 'Z' MIN ROPE
1. USE FOR DRAINAGE AREAS NOT EXCEEDING lOACRES.
BAFFLES WITH METAL POSTS.
WOVEN WIRE FABRIC BACKING,
AND COIR FIBER NEITING
SKIMMER BASIN CROSS SECTION
2. EARTH BERM SHALL BE STABILIZED WITH VEGETATION ACCORDING TO TOWN SPECIFICATIONS.
STD. NO.
400.06
SHEET20F2
3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF All DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT
AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIM8'.IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE
THE SEDIMENT THAT HAS BEEN REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR AND/OR REPLACE SAFA.ES.
4. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
OF 1.0 FOOT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
GRADE. ANY RIP RAP DLSPLAC8' FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
5. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE S8JIMENT POOL AND DOWNSTREAM FROM THE BASIN IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING.
6. FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR IN THE BASIN. APPROPRIATELY SIZED SLOPE
DRAINS, PER THE STANDARD DETAIL ARE RECOMMENDED.
7, SEDIMENT STORAGE: 3.600 CF/DISTURBED ACRE
8. SURFACE AREA BASED ON:Q25
9. INSTALL SEDIMENT CLEANOUT ELEVATION STAKES.
l 0. BAFFLES SHALL INCLUDE 700 G/SM COIR EROSION BLANKET.
TOWN OF APEX
STANDARDS TEMPORARY SKIMMER SEDIMENT BASIN
EFFECTIVE: JANUARY 20, 2015
WATERP~OOFSIGN
"-0"0.C .. -----~
PROTECTION AREA
DO NOT ENTER
TS MAYBE BTHE~
<I" DIA. PINE 'l' DIA.
OAK, OR 1.33 L.8.jl.F ma
ORANGE, UV RESISTANT
HIGH TENSILE STRB-GTH
POL 1' l!ARRICADE FABRIC
STD. NO.
400.13
SHEET20F2
-4' HIG [MIN.)
• WARNING SIGNS TO BE MDE OF DURABLE WATERPROOF MATERIAL.
• ALL LETTERS TO BE AT LEAST 3" HIGH, CLEARLY LEGIBLE AND SPACED AS INDICATED ABOVE.
• SIGNS TO BE PLACED 200' ON CENTER, MAX.
• SIGNS TO BE PLACED AT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER THEREAFTER.
• FOR TREE PROTECTION AREAS LESS 1HAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA
AND/OR SIDE.
• ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
• FABRIC MUST BE ATTACHED TO APPROVED POSTS ONLY. DO NOT ATTACH TO TREES
• MAJNTAIN TREE PR01ECTION FENCETHROUGHOUT DURATION OF PROJECT FENCING MUST REMAIN UPRIGHT AND SLACK
FREE.
• ADDITIONAL SIGNSAND/OR PROTECTION MEASURES MAY BE REQUIRED BY THE PLANNING DEPARTMENT BASED UPON
ACTUAL FIELD CONDITIONS.
• FAILING TO MAINTIAN TREE PROTECTION MEASURES MAY RESULT IN FINES AND/OR PERMIT REVOCATION
TREE PROTECTION FENCE
SHEET 1 OF 1
12' MIN.->------<Q' MIN .. ----~
STEEP CUT OR FILL SLOP
CROSS SECTION
UPSLOPE TO
PLAN VIEW
2:1 SLOPE (MAX)
-sTABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING.
STEEP CUT OR FILL SLOPE
STD. NO. TOWN OF APEX
STANDARDS DIVERSION DITCH 400.07
EFFECTIVE: DECEMBER:!, 2002 SHEET 1 OF 1
C ELBOW
~SCHEDULE40
PVC VENT PIP~ L -PVC PIPE PVC END CA
WATER SURFACE J.-'--r,-,,o-"r-i--.
VC PIPE~" HOLES
IN UNDERSIDE
ARM ASSEMBLY
VCTEE
BOTTOM SURFACE
"C" 8'JCLOSURE
ATER ENTRY UNIT
STD. NO. TOWN OF APEX
STANDARDS w ~ SKIMMER DETAIL 400. l 4
EFf"ECTlVE: NOVEMBER 20, 2007
PLAN VIEW
LENGTH OF
APRON
SECTION A-A
B
B
THERE MUST BE NO
OVERFALL ATTHE END
OF THE APRON.
INIMUM DEPTH
F STONE
6" GRAVEL FILTER
OR FILTER FABRIC
WHERE A DEFINED CHANNEL EX~TS. WARP AND
SHAPE THE APRON TO FITTHE CHANNEL. IF
NECESSARY, LINE THE ENTRANCE TO PROVIDE A
TRANSITION INTO THE RECEIVING CHANNEL.
FILTER
BLANKET
SHEET l OF l
APRON WIDTH
WHEN THE AREA BELOW THE OUTLET IS NOT
A DEFINED CHANNB., BUILD A FLAT APRON
TO DISPERSE RUNOFF.
SECTION B-B
SECTION B-B
G;) FLARED END SECTION WITH RIP RAP APRON
DESIGN INFORMATION TO BE PROVIDED BY THE
ENGINEER ON THE CONSTRUCTION DRAWINGS
DIMENSIONS
EMERGENCY SPILLWAY
TOP OF DAM WIDTH
ANTI SEEP COLLAR
RIP RAP DISSIPATOR PAD
TOP OF RISER
ON
OUTLET PIPE INVERT OUT
ANTI-FLOATATION DEVICE
SKIMMER SIZE
ORIRCESIZE
WATER LEVEL DURINGSTOR
POROUS BAFfLES {3 MIN.
ELEV
EMERGENCY SPILLWAY CONSTRUCTED OVE
UNDISTURBED GROUND AND ARMORS) WITH
RIP RAP AND FILTER FABRIC
CONCRETE RISE
SKIMMER
(DETAIL 400.14)
PLAN VIEW
RTH DAM
SLOPE DRAI
{DETAIL 400.17) r 1' MIN. FREEBDARD
MERGENCY SPILLWAY ELEV. ,---,--t_.-,t--+---,:n::,&---'hr---,r-... ------,MINIMUM FORESLDPE'.lj,l
----MINIMUM BACKSLOPE 3:1
NOTES:
GATE VALVE OR ORIFIC
ANTI-FLOATATION BLOCK
1, SEDIMENT STORAGE: 3,600 CF/DISTURBED ACRE
2. SURFACE AREA BASED ON:Q25
3. INSTALL SEDIMENT QEANOUT ELEVATION STAKES.
4. BAFFLES SHALL INCLUDE 700 G/SM COIR EROSION BLANKET.
CROSS SECTION
5. FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE
AND SCOUR IN THE BASIN. APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD
DETAIL ARE RECOMMENDED.
TOWN OF APEX
STANDARDS RISER BARREL SEDIMENT BASIN
EFFECTIVE: JANUARY 20, 2015
PLACE GRA\18. BAGS SUCH Tf-lrl.T NO GAPS
ARi:~Di:NT
CATCH SP.SIN
CIJ,BINLET
FLOW
F'mDING AREA FOR SEIJIUENT
SEPARATION
BACK OF CURB
FLOW
PLN'IVlEW
(
NOlE: GRAVB. BAG 11-!0ULD NOT BE
HIGHER TlW4 TOP OF CURB
NOTES:
I.
2.
4.
PL.ACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND AND ALLOW
SEDIMENT TO SEPARATE FROl.1 R~NOFF.
USE SMD BAGS OF WOVEN GEOTEXTILE FABRIC jNOT BURI.N')AND FILL WITI-li INCH {CR SMAI..LER)
GPAVEL BAGS MUST Bi: LAYERED SllCH THAT NO ~ A~i: EVIDl:NT.
INSPECT BARRIERS AND REUOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT AND GRAVEL MUST BE
REMOVED FROM THI: TRAYELED WAY IMIJEDIATEL Y.
WHEN INSTAl.llNGCURB t.LET PROTECTION DEVICES, NEIIER BLOCKTHECURB INLET.
CUfl! NLET
CATCHBASt.
SECTION VIEW
w ~ STANDARD GRAVEL BAG CURB INLET PROTECTION
UTLET
PROTECTION
(DETAIL 400. l BJ
STD. NO.
400. l 2
SHEET 1 OF 1
seal:
NOT FOR CONSTRUCTION
~ ~ ~
0 0 0
~ ~ ~ w w ~
5 5 > w w ~
[ [ f
w w ~
~ ~ ~
iii ii ~
[ [ f
0 0 0 z z z
l l l
x x x w w ~
l l l
( ( (
c m w r r r \ \ \ N m r
\ r \
E ~ m
-N "
title:
EROSION
CONTROL
DETAILS
proj #:
150701
date:
May 2, 2016
dwg by: chkd by:
DW JR
scale:
NTS
sheet:
C401
Minor Site Plan
~ m
z
0
ID
5 w
[
~ < 0
0 z
© 2()15 Peak Br1,gineoriog & Design. AD Rights Resorved
TOWN OF APEX
STANDARDS
EFFECllVE: DECEMIER 3, 2002
ASPHALTSURFAC
VALVE BOX SHALL NOT
CONTACT MAIN OR VALVE
MINIMUM CONCRETE BLOCKING (C.Y.J"
' o., o., o., o., o.,
6 0.1 o., o.,
' o., o.,
0, 0.3
12 0.6 0.5
0] o., 0.6 0.5
16 o., o., 0.6 0.5 0,
18 o., o., 0.6
"' 1.1 0.6 o., o.,
1., o., o.,
• CONCRETE SHALL BE 3(XX) PSI
NOTE: WRAP FITllNGS IN 6 MIL PLASllC BEFORE POURING CONCRETE
STD. NO.
REACTION BLOCKING 600.13
AL VE BOX & COVER
NOTES:
SHEET l OF 1
f!ti!:!
~---2··---~
PSI CONCRETE ~CASEMENT
{OlITSIDE PAVEMENT) o,
ASPHALT (INSIDE PAVEMENT]
1. IN CASES WHERE MAX. VALVE BOX HEIGHT IS
EXCEEDS). USE 6" DIP AS A PROlECllVE SLEEVE.
TOWN OF APEX
STANDARDS
EFFECllVE: DECEll!ER 3, 2002
TOP VIEW
' ' ' '
' ' ' ' ' \
'
' '
'
'
jALlDIM~ IONSARETOBACKOFCU B
' ' ' ' ' ' ' ' ' ' ' ' ...... ' 2' MIN. • S' MAX.
.... ... ... _ ~IJRB ,;;;:r-D GU ---- -
-_-:-,
~------.14'MIN. ______ ~
-25'MAX.
2
C700 HYDRANT LOCATION
2) PICKHOL.ES
I
"I.ETTERS
RECESSED R.USH
5/16"
L_j
S 1/4.,____j ,,.
2) PICKHOL.ES
TOWN OF APEX.
1/4"1..ETTERS
RECESSB:l FLUSH
TOP VIEW BOTTOM VIEW
112'
STD. NO.
600.06
SHEET 1 OF 1
.!::!Qill;.
FINISHB:l GRADE I SUBGRADE
·~·\:: ·.:::.}<: -. ., .... :· .
:. '· !: ·. '\: . ··~ : . . .. . . .·: ... •'
3' IN. ':-~: ."··,.. , • • ... :: .• ::·:··;;: '!.
.• .... ,
TRENCH WIDlH
ACt::FILL
INITlAL LJFT: 12" MAX.
NON TRAFFIC AREAS: 12" MAX. LIFTS
TRAFRC AREAS: 6' MAX. urn
COMPACTION: 95% MAX. DRY DENSllY
(STANDARD PROCTOR)
MIN: PIPEOU'mDE DIA. +8' EACH SIDE
MAX: PIPEOU'mDE DIA. +17' EACH SIDE
1. NO STONES SHALl BE INCWDB:l IN lHE BACIC:Flll MATERIAL FOR AT LEAST 2 FEET ABOVE THE TOP OF THE PIPE.
2. PROVIDE RECESSES TO RECEIVE PIPE BELL.
3. UNDERCUT UNSUITABLE MATERIAL AS DIRECTED BY lHE ENGINEER AND BACKRLl Willi APPROVED MATERIAL.
4. WHERE NECESSARY, TEMPORARILY DIVERT SURFACE WATER TO MAINTAIN A DRY CONDmON IN THE PIPE FOUNDATION.
DIRECT THIS TEMPORARY FLOW INTO SUITABLE EROSION CONTROL DEVICES.
TOWN OF APEX
STANDARDS WATER MAIN PIPE BACKFILLING
EFFECTIVE: DECEMBER 18, 2012
COMPACTID BACKFILL
CONCRETE lHRUST
COLLAR [3000 PSI)
'!RENCH WALL
"""'
CONCRETE
PIPE THRUST COL!.AR
DIAMETER A ' 6"18"/12" , . ..,. , . ..,.
,r , ..... , . ..,.
20' , ..... , . ..,. ,.. 1'-4" , . ..,.
ANCHO
RRING
c
T
T
~
~
RINGS
REQUIRED
CNS
CNS
ONE
TINO
CONCRETE THRUST
COLLAR (3000 PSI)
I MAIN
SECTION z-1.
30' 1'-4" , . .,. •• TINO REINFORCING
NOTE:
STD. NO.
600.21
SHEET 1 OF 1
SECTION VIEW COVER W8GHT: 16 UIS FRONT VIEW
2. ~Vi~:<;;~R~\~~l~=~~~EET~ ,.. 1'-4" 1'-4" •• TINO 6"TO 16'' MAINS-12-NO. 7 BARS
20'TO 36'' MAINS-12-NO. 8 BARS
TOWN OF APEX
STANDARDS
EFFECllVE: DECEM!ER 21, 2010
ONE 12" X 18''X O.OSOALUM.
HANDICAP PARKING SIGN TO
READ ''RESERVED PARKING''. BOLTTOPOSTWllH3/fJ' ___ _
CADMIUM PLAlEl BOLlli.
NU15, AND WASHERS ~-R7-8D PENALlY SIGNS ~lY
VALVE BOX INSTALLATION
ARE REQUIRED TO ____ .,,,,,_11"..__._i_
ACCOMPANY ALL RHI
OR R7-8A PARKING
SIGNS.
2" DIA.
GALVANIZED
ALUM. POST
PAVEMENT OR
GROUND
, . .,.
. ..,.
.f" PIPE BOL!ARD ---j
IN PARKING
""'
DIRECT DURIAL (USE 6"SCHEDULE 40 PVC __ /Tj:
SLEEVE FOR PAVED AREAS]
14 STANDARD HANDICAP SIGNAGE C702
"'
, ....
'-0'
STD. NO.
600.08
SHEET l OF 1
TOWN OF APEX
STANDARDS
EFFECTIVE: NOVEMBER 20, 2007
510· NO. TOWN Of APEX @
VAL VE COVER f-,6a,OO=.Oaa9+=S.,TA"N"'D"A"'R"'D'"'S =, c:oo
SHEET 1 OF 1 EFFECTIVE: DECEll!ER 3, 2llll2
SICEVlfW
/!--~~~~~~~~~~-//
1~~~~~~~~~~~ ,,.
TOP\lleW
I ,.. ~,.,!'>=,::::::::::::::::::::::::::::::::::::::::~II··"
'""" a,a,able In
l!" aOO 72" lorgl,s
,,.
Concrete Material
Bin Block
l&" LeogU, is 1 S5[) lb.
1,:· Longlh i, ~70~ I~.
,..
ENOll'IEW
---I
1
NOIB
-IMAGE SHOWN IS FOR REPRESENTATION PURPOSES
ONLY. ACTUAL DIMENSIONS AND SPECIRCATIONS
MAY VARY WITH MANUFACTURER.
"
@BARRIER WALL (BIN BLOCKS)
• BARS PLACED AS SHOWN
STD. NO.
THRUST COLLAR INSTALLATION 600.11
SHEET 1 OF 1
NOTES:
1. HYDRANT TO BE PLACED Willi PUMPER
NOZZLE FAONG lHE CLOSEST CURB.
3.
HYDRANT TO BE PAINTED ONE COAT OF
RED AFTER INSTALLATION.
WATER SERVICES SHALl NOT BE PERMITTED
ON HYDRANT LEGS.
2'-CT' MIN .--5'-0' MAX---,
L
CURB &GUTTE
CONCRETE lHRUST
BLOCK
iC,Y.AT3000PSI
TOWN OF APEX
STANDARDS
EFFECTIVE: NOVEMBER 20, 'ZOOf
33-7/8"
24"
11,-1/4"
J 19"CENIER
OF HOLES L
RIGHT SIDE VIEW
3
6"D.I.P.
"GATEVALVE
UNDISTIJRB
'°" 'BRIDLE ROD
&ROD COLLAR
HYDRANT INSTALLATION
72"
NOTE:
TOP OF BLOCKING TO BE
2" BELOW HYDRANT
WEEP HOLES
STD.NO.
600.05
SHEET 1 OF l
NQlE:
USE OlYVIEW BACK BENCH
OR APPROVED EQUAL BY
lHE TOWN OF APEX.
BENCHES TO BE
BLACK. OR
APPROVED EQUAL
27-3/4"
MATl!!IIIALSUST:
(1) SEAT STRAP -WOOD SLAlli
(2) SEAT SUPPORTS -STEEi.. RAT BAR
(3) SUPPORT PIPES -l .31S" 0SlEEL PIPE
(4) END UNIT -SOLID Sim BAR
(5) SURFACE MOUNT PLATES
7'Z'
TOP VIEW
(6) MOUNJB) WITH 1/'Z' STAINLESS STEEL BOLTS
BENCHES SHALl BE SIMILAR TO THE
CITYSCAPE AVONDALE BACKED BENCH
{MODB.AVl-1000-SHOWN HERE) OR
APPROVED EQUAL
13
C701
11
11
I 11
I i 11
Ii II
I~ II
I 11
I 11
I 11
-'
TOWN OF APEX
STANDARDS
EFFECllVE; DECEMBER 3, 2Cm.
PLAN VIEW
w ~
STANDARD BENCH DETAIL
TYPICAL SECTION
TRANSVERSE EXPANSION JOINT
IDEWALKSURFACE
f
.!::!Qill;.
1. TRANSVERSE EXPANSION JOIN15 SHALl BE SPACB:l 511 MAXIMUM.
2. CONTRACTION JOIN15 SHALL BE SPACED 5 MAXIMUM.
3. ALL CONCREfETO BE FINISH BJ WITH CURING COMPOUND.
4. ALL CONCREfE SHALl CONFORM TO ALL APPUCABLE REQUIREMENTS OF lHE ACI.
STD. NO.
STANDARD CONCRETE SIDEWALK 300.08
SHEET 1 OF l
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NC Ucense #P-0673
seal:
NOT FOR CONSTRUCTION
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title:
SITE
DETAILS
proj #:
150701
date:
May 2, 2016
dwg by. chkd by.
DW JR
scale:
NTS
sheet:
r •
z 0
i
5 w
'
w r < 0
0 z
C700
Minor Site Plan
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