20202021 Ver 1_Meeting Request Review_20201223

ID#* 20202021
Version* 1
Regional Office* Asheville Regional Office - [phone]
Reviewer List* Amy Annino
Pre -Filing Meeting Request submitted 12/23/2020
Contact Name * Matthew Burnette
Contact Email Address* [e-mail]
Project Name* Reynold's School Road Landfill
Project Owner* NCDEQ, Division of Waste Management, Pre -Regulatory Landfill Unit
Project County* Haywood
Owner Address: Street Address
217 West Jones Street
Address Line 2
1646 Mail Service Center
aty State / Frovince / Region
Raleigh North Carolina
Rbstal / Zip Code Country
27699-1646 United States
Is this a transportation project? * r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit F Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Amy Annino
Please give a brief project description below.

The Reynolds School Road Landfill (Landfill) is located on Reynolds
School Road in Canton, Haywood County, North Carolina. The
Landfill began disposal activities in about 1948 and was closed in the
late 1960s. The waste disposal area is an approximate 1.8-acre pre-
1983 unlined landfill. Buried waste includes plastic sheeting, glass,
rubber, asphalt, shingles, concrete, cloth, metal, tile, brick,
paper/newspaper, and burnt wood within a matrix of soils of variable
composition. The Landfill drains to one small intermittent stream, an
unnamed tributary to Pigeon River, which runs along the northern
portion of the Landfill. There is one sensitive area totaling 0.05 acres
in size that was identified as a wetland and is within the waste
disposal area. The wetland is connected to the unnamed tributary to
Pigeon River (onsite stream) via a culvert. A portion of the wetland
appears to intersect the eastern edge of the landfill.
A soil cover system has been designed to cover the waste and isolate
it from exposure, to promote storm water drainage, and to resist
erosion. The design goal is to provide a consistent thickness of soil
cover on top of the waste disposal area as opposed to achieving a
specified finished grade. The soil cover system will consist of an 18-
inch thick soil layer in areas flatter than 3:1 (H:V) comprised of 6
inches of suitable soil, a visual marker, 6 inches of suitable soil, and 6
inches of topsoil followed by permanent seeding. Areas steeper than
that will receive a 3-inch geocell system and backfilled with a four -
inch vegetative support layer followed by permanent seeding. Finally,
a sewer line currently serves the site, but this underground utility is
located within the waste. NCDEQ has adopted a policy that utilities will
be removed from waste areas where possible to facilitate future
repair work while minimizing human exposure to the waste mass. A
clean corridor will be established by excavating a 25-foot wide swath
in the area of the existing sewer lateral to a depth of three feet below
the sewer line or to native ground, whichever is shallowest, removing
the existing sewer line, backfilling with clean soil to bedding depth,
replacing the sewer line, and backfilling along this corridor. In the
areas where the waste mass is deeper than three feet below the
sewer line, an orange geotextile will be used to demarcate the waste.
Please give a couple of dates you are available for a meeting.
1 /4/2021
1 /5/2021
1 /6/2021
1 /7/2021
Please attach the documentation you would like to have the meeting about.
Reynolds_ Road_Landfill_CDs.pdf 5.51 MB
PRLF813_20170802_DP-6 Report.pdf 8.7MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.

Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 12/23/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

PROJECT INFORMATION
NAME OF PROJECT:
REYNOLDS SCHOOL ROAD LANDFILL
ENGINEER: DRAPER ADEN ASSOCIATES
114 EDINBURGH SOUTH DRIVE, SUITE 200
CARY, NC 27511
919-827-0864
PIN AND DEED REFERENCE: 8666-28-0297
8666-28-0735
8666-18-9711
8666-18-6455
DEED REFERENCE:
ZONE CLASSIFICATION:
FLOOD ZONE CLASS:
WATERSHED CLASSIFICATION:
SITE AREA:
DB 859 PG 1199
DB: 859/PG: 1199
DB: 438/PG: 1285
DB: 636/PG: 1175
DB: 129/PG: 144
COMMERCIAL PRIMARY, OPENLAND
ZONE X, FIRM 3700866600J, UPDATED 2012
UPPER PIGEON WATERSHED
6.5 ACRES
REYNOLDS SCHOOL ROAD
LANDFILL
CANTON, HAYWOOD COUNTY,
NORTH CAROLI NA
BID SET - OCTO B E R 2020
HOLTZCLAW ST
PROJECT ACCESS
PROJECT SITE
REYNOLDS SCHOOL
C2 ROAD
REYNOLDS SCHOOL
VICINITY MAP
NOT TO SCALE
THE DESIGN INCLUDES CONSOLIDATING AND RECAPPING WASTE AT AN
INACTIVE PRE -REGULATORY LANDFILL IN CANTON, NORTH CAROLINA.
lily One -Call Center
Know wnan below.
Call before you dig.
Sheet List Table
Sheet Number
Sheet Title
C1.0
COVER
C2.0
NOTES
C3.0
EXISTING CONDITIONS PLAN
C4.0
DEMOLITION PLAN
C5.0
ESC PLAN
C6.0
GRADING PLAN
C7.0
UTILITY PLAN
C8.0
SECTIONS
C9.0
ESC DETAILS
C9.1
ESC DETAILS
C10.0
SITE DETAILS
C11.0
NCGO1 NOTES
DRAPER ADEN ASSOCIATES REVIEW
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY:
NAME: ANDREW P. MERICLE, P.E.
PROJECT DESIGNER SIGNATURE
DATE
NAME: MICHAEL W. BRANSON, PG
PROJECT MANAGER SIGNATURE DATE
NAME: C. TYRUS CLAYTON JR., P.E.
QUALITY REVIEWER
SIGNATURE
DATE
H
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REVISIONS
11.10.20 ADD 1
DESIGNED BY:
APM
DRAWN BY:
MWB
CHECKED BY:
CTC JR
SCALE:
NONE
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
C1.0

EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS REQUIRED DURING
CONSTRUCTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL MANUAL. ALL DEVICES REFERRED TO IN THESE PLANS CAN BE FOUND IN THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL MANUAL.
2. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED PER THE NCDEQ SCHEDULE AFTER
REACHING FINAL GRADE. AREAS WHICH HAVE BEEN DISTURBED AND HAVE NOT REACHED FINAL GRADE, BUT WHICH
ARE TO REMAIN UNDISTURBED FOR LONGER THAN 14 DAYS ARE TO BE TEMPORARILY SEEDED AND MULCHED PER
THE NCDEQ SCHEDULE. AS UPSTREAM AREAS ARE STABILIZED WITH PERMANENT GROUND COVER, DOWNSTREAM
TEMPORARY DEVICES ARE TO BE REMOVED. CONTRACTOR SHALL FOLLOW THE STABILIZATION TIME TABLE INCLUDED
IN THIS SET OF DRAWINGS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERIODICALLY INSPECT ALL SEDIMENT AND EROSION CONTROL
DEVICES AND ENSURE THAT THEY ARE IN GOOD WORKING ORDER. AT A MINIMUM, ALL DEVICES SHALL BE
INSPECTED DAILY AND AFTER MAJOR RAINFALL EVENTS. ANY DEVICE NEEDING REPAIRS SHALL BE REPAIRED WITHIN
24 HOURS.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES IF DURING THE COURSE
OF CONSTRUCTION THE ENGINEER OR NCDEQ INSPECTOR DETERMINES THAT THEY ARE REQUIRED.
5. SILT SHALL BE REMOVED FROM SILT FENCES WHEN THE SILT REACHES APPROXIMATELY ONE-THIRD (1 /3) THE
HEIGHT OF THE BARRIER.
6. THE CONTRACTOR SHALL PERIODICALLY TOP DRESS THE CONSTRUCTION ENTRANCE WITH CLEAN STONE. IF THE
CONSTRUCTION ENTRANCE FAILS TO REMOVE DIRT FROM THE TIRES OF VEHICLES ENTERING A PUBLIC
RIGHT-OF-WAY A WASH RACK SHALL BE INSTALLED AND THE TIRES WASHED. THE CONTRACTOR SHALL BE
REQUIRED TO PROVIDE ANY REQUIRED WATER FOR THE WASHING OF TIRES. DIRT TRACKED ONTO THE PUBLIC
RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
7. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING.
8. ALL STORM AND UTILITY LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED PER THE NCDEQ SCHEDULE
AFTER BACKFILL. NO MORE THAN FIVE HUNDRED FEET OF TRENCH IS TO BE OPEN AT ONE TIME.
9. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND CHECK DAMS ARE TO BE MULCHED AND SEEDED FOR
VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. ADDITIONALLY ALL
DIVERSION SWALES WILL BE PROTECTED AGAINST HIGH VELOCITY RUNOFF WITH EROSION CONTROL MEASURES AS
DENOTED ON THESE PLANS. THE SAME APPLIES TO STOCKPILES ON SITE AS WELL AS SOIL (INTENTIONALLY)
TRANSPORTED FROM THE PROJECT SITE.
10. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON, IS TO BE SEEDED PER THE TEMPORARY AND
PERMANENT SEEDING SCHEDULE INCLUDED IN THESE DRAWINGS. MODIFY AS APPLICABLE DEPENDING ON
PROPOSED TIME OF CONSTRUCTION.
11. CONTRACTOR STAGING AREA(S) SHALL BE RETURNED TO BETTER THAN ORIGINAL CONDITIONS AT THE COMPLETION
OF THE WORK.
12. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
13. A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE
CONTRACTOR SHALL SCHEDULE THE MEETING WITH THE NCDEQ INSPECTOR ASSIGNED TO THE PROJECT.
14. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF NCDEQ EROSION AND SEDIMENT
CONTROL MANUAL AND THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
15. AS A CONDITION OF NPDES PERMIT NO. NCG 010000, PERMANENT GROUNDCOVER SHOULD BE PROVIDED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING THE
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
EROSION CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PROJECT CONSISTS OF CONSOLIDATING AND CAPPING WASTE MATERIAL AT AN INACTIVE LANDFILL IN HAYWOOD
COUNTY, NC. NO MORE THAN 3.0 ACRES WILL BE DISTURBED DURING CONSTRUCTION. NO SIGNIFICANT CHANGES TO
THE EXISTING DRAINAGE AND HYDROLOGIC PATTERNS ARE PROPOSED.
EXISTING CONDITIONS
THE EXISTING SITE IS A GRASSY HILLSIDE SURROUNDED BY TREE COVER ON ALL SIDES AND HAS TREES DISPERSED
THROUGHOUT. THERE IS A WETLAND BOUNDARY IN THE CENTER OF THE SITE WITH A RISER AND A DRAINAGE PIPE.
REYNOLDS ROAD IS ALONG THE EASTERN PORTION OF THE SITE AND THERE ARE SEVERAL LARGE HEMLOCK TREES
THAT WILL REMAIN UNDISTURBED. ACCESS TO THE SITE WILL BE THROUGH AN ACCESS ROAD ON THE NORTH SIDE OF
THE PROPERTY OFF OF HOLTZCLAW RD. THE SITE DRAINS TO AN EXISTING STREAM ON THE WESTERN SIDE.
DEVELOPMENT IMPACTS
THE DEVELOPMENT IMPACTS TO THE TOPOGRAPHY, SOILS, HYDROLOGY, AND GEOLOGY WILL BE MINOR.
SOILS
THE SITE IS A MIXTURE OF DILLSBORO-URBAN LAND COMPLEX, HAYESVILLE CLAY LOAM, AND HAYESVILLE-URBAN
LAND COMPLEX.
CRITICAL EROSION AREAS
1. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ADJACENT ROADWAYS.
2. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM EXITING THE PROJECT SITE AREA.
3. CARE MUST BE TAKEN TO PREVENT RUNOFF IN CONTACT WITH WASTE MATERIALS FROM EXITING THE PROJECT
SITE AREA.
STOCKPILING
TOPSOIL STOCKPILING IS ANTICIPATED ON -SITE.
STRUCTURAL PRACTICES
CONSTRUCTION ENTRANCE
SILT FENCE
SILT FENCE OUTLETS
CULVERT OUTLET PROTECTION
SEDIMENT BASIN
DIVERSION SWALES
CHECK DAM
VEGETATIVE PRACTICES
TOPSOILING
TEMPORARY SEEDING
PERMANENT SEEDING
MULCHING
MANAGEMENT STRATEGIES
1.
CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS
QUICKLY
AS
POSSIBLE.
2.
SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING.
3.
THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL
EROSION
AND SEDIMENT CONTROL PRACTICES.
4.
AFTER ACHIEVING ADEQUATE STABILIZATION AND UPON APPROVAL OF THE NCDEQ INSPECTOR,
THE TEMPORARY
E&S CONTROLS WILL BE CLEANED UP AND REMOVED.
5.
THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION
OF THE
FABRIC.
SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES ONE-THIRD (1 /3)
THE HEIGHT
OF THE BARRIER.
6.
SEDIMENT BASINS WILL BE INSPECTED REGULARLY AND AT MINIMUM AFTER EACH RAINFALL EVENT FOR
STRUCTURAL/FUNCTIONAL DEGRADATION. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF
SEDIMENT
REACHES
1 /3 OF THE DESIGN VOLUME AS STATED ON THESE PLANS OR IF FUNCTION OF THE BASIN IS
IMPACTED,
WHICHEVER IS SOONER.
PERMANENT STABILIZATION
THE DISTURBED AREAS WILL BE PERMANENTLY STABILIZED THROUGH THE USE OF EROSION CONTROL MATTING,
CHANNEL ARMORING, AND PERMANENT SEEDING AND PLUNGE POOLS.
CONSTRUCTION SEQUENCE
1. INSTALL CONSTRUCTION ENTRANCE, AND LAYDOWN AREA.
2. INSTALL SILT FENCE AND CLEAN WATER DIVERSIONS.
3. INSTALL DOWNSTREAM JUNCTION BOX AND PIPES UP TO EACH FIRST MANHOLE.
4. CONSTRUCT SEDIMENT BASINS AS SHOWN ON PLANS.
5. INSTALL GRAVEL DRAIN FROM EAST OF ACCESS ROAD BELOW SANITARY LINE AND THEN EXCAVATING WASTE FROM AROUND THE
SANITARY LINE, REINSTALL SANITARY SEWER LINE WITH SUITABLE BACKFILL MATERIAL.
6. BEGIN EXCAVATING WASTE TO BE MOVED ON THE INTERIOR OF THE LANDFILL AND RING WITH SILT FENCE ON DOWNSTREAM SIDE.
7. AFTER WASTE OUTSIDE FUTURE LANDFILL LIMITS HAS BEEN REMOVED, INSTALL DIVERSION BERMS AND DIRECT SEDIMENT LADEN RUNOFF
INTO ACTIVE SEDIMENT BASINS. OFF -SITE DRAINAGE SHALL BE DIVERTED AROUND THE SITE/SEDIMENT BASINS THROUGH THE USE OF
CLEAN WATER DIVERSION SWALE
8. BEGIN INSTALLATION OF SWALES ON THE NORTH AND SOUTH OF THE LANDFILL AND WORK BACK TO EXCAVATION ON THE EASTERN SIDE
OF THE FUTURE LANDFILL LIMITS, STABILIZING AS FINAL GRADES ARE REACHED.
9. STRIP TOPSOIL FROM AREAS DENOTED ON PLANS AND STOCKPILE IN APPROPRIATE AREAS. EXCAVATE WASTE UNTIL CLEAN SOILS ARE
FOUND AND DISTRIBUTE WASTE IN WASTE CONSOLIDATION AREAS AS SHOWN ON PLANS. AT THE END OF EACH WORKING DAY ENSURE
EXPOSED WASTE IS COVERED WITH A MINIMUM COVER OF 6" OF TOPSOIL OR TARP & SANDBAG SYSTEM. BACKFILL EXCAVATED AREAS TO
PROPOSED GRADE WITH CLEAN BACKFILL IN ACCORDANCE WITH THE GEOTECHNICAL NOTES ON THIS SHEET.
10. REMOVE WASTE FROM AREA DESIGNATED FOR WASTE REMOVAL AND RELOCATE IN WASTE CONSOLIDATION AREA AS SHOWN ON PLANS.
11. CAP WASTE PER DETAIL ON SHEET C10.0. WASTE VOLUMES ARE ESTIMATED FROM BORING LOGS PROVIDED BY ESP. ACTUAL WASTE
VOLUMES MAY VARY. ENGINEER SHALL PROVIDE ADDITIONAL DIRECTION AS NECESSARY.
12. INSTALL PERMANENT DRAINAGE PIPES AND EROSION CONTROL PRODUCTS AS DENOTED ON THESE PLANS AS CONSTRUCTION PROGRESSES.
13. SEED AND MULCH DENUDED AREAS IN ACCORDANCE WITH THE NOTES AND DETAILS IN THESE PLANS AS WELL AS THE SPECIFICATIONS.
14. REMOVE TEMPORARY EROSION CONTROL MEASURES ONCE VEGETATIVE COVER HAS BEEN ACHIEVED.
GENERAL NOTES
1. THIS PROJECT, AS CURRENTLY DESIGNED, MAY NOT INLCUDE ALL COMPONENTS ADDRESSED IN THE VARIOUS GENERAL NOTES. REVIEW PLANS
FOR APPLICABILITY.
2. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL AND STATE AGENCIES.
3. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT HIS EXPENSE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
4. ALL PAVING MATERIALS AND DRAINAGE STRUCTURES SHALL BE BUILT AND INSTALLED IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
5. THE LOCATION OF EXISTING SEWER, WATER OR TELEPHONE LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE
ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY APPROXIMATE. CONTRACTOR
SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO
STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE
APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. FOR ASSISTANCE IN LOCATING EXISTING
UTILITIES CALL "NC ONE CALL", DIAL 811.
6. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO SUB -GRADE.
7. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO
PRE -CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER.
8. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO
LIKE -NEW CONDITION.
9. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK
IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE
STRUCTURES IN OPERABLE CONDITION.
10. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A
DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS.
11. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE REGULATORY AGENCIES AND THE ENGINEER AT LEAST 24 HOURS PRIOR TO STARTING
WORK ON THIS PROJECT.
12. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS III.
13. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
14. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND
MATERIAL SPECIFICATIONS AND NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR
PROCEEDING WITH WORK.
15. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED.
16. MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE
PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT.
TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT
SHOWN ON THESE PLANS. REPAIR AT YOUR OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS
DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER.
17. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT EQUIPMENT,
MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL
STORED AT THE SITE.
GENERAL CONSTRUCTION AND GEOTECHNICAL NOTES
ENGINEERED FILL
1. ALL CONTROLLED FILL ZONES ARE TO BE MONITORED BY A FULL TIME GEOTECHNICAL ENGINEERING SERVICES FIRM.
2. ENGINEERED FILLS SHALL BE PROPERLY PLACED ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
3. ALL SUMMARY REPORTS, IF AVAILABLE FROM THE GEOTECHNICAL ENGINEER REPRESENTING THE PROJECT MUST STATE HIS PROFESSIONAL
OPINION ON THE SATISFACTORILY COMPLETED PHASES OF CONSTRUCTION SUCH AS; SLOPE CUTS, SUBDRAINAGE SYSTEMS, PREPARATION
OF SUBGRADES AND COMPACTION OF EARTH FILLS.
4. NO FILLS SHALL HAVE ZONES THAT EXCEED TWO (2) FEET IN ELEVATION WITHOUT CONDUCTING COMPACTION TEST AND OBTAINING RESULTS
OF 95% OR GREATER.
5. THE GEOTECHNICAL ENGINEER MUST SUBMIT A DETAILED ANALYSIS, ITEMIZING THE FIELD DENSITY TEST RESULTS. THIS REPORT SHALL BE
ACCOMPANIED WITH A COPY OF THE SITE PLAN SHEET AND INDICATE THE TEST LOCATIONS AND ELEVATIONS. THE GEOTECHNICAL
ENGINEER MUST PROVIDE ENOUGH DESIGNATED TESTING IN ALL FILL ZONES TO ADEQUATELY EXAMINE AND CERTIFY THE INTEGRITY OF THE
FILL.
6. THE GEOTECHNICAL ENGINEER MUST SUBMIT A CERTIFIED BUILDING PAD REPORT FOR EACH FILL PAD LOCATION. THIS REPORT SHALL
PROFILE THE FILL MATERIAL PLACEMENT AND PROVIDE THE COMPACTION TEST RESULTS. ALL REPORTS WILL BE ACCOMPANIED BY THE
SITE PLAN, INDICATING THE TEST LOCATIONS AND ELEVATIONS.
7. NO BUILDING PADS IN FILL ZONES WILL HAVE STRATUMS EXCEEDING TWO (2) FEET IN ELEVATION WITHOUT TEST VERIFYING DENSITY.
8. THESE GEOTECHNICAL NOTES SHALL IN NO WAY LESSEN THE REQUIREMENTS OF THE SUBMITTED SOILS REPORT.
ROAD SUBGRADE
1.
INSPECTION AND APPROVAL OF THE SUBGRADE
WILL BE REQUIRED PRIOR TO THE PLACEMENT OF THE APPROVED PAVEMENT SECTION
MATERIAL.
2.
ANY CLAY DEPOSITS IN THE
TOP TWO FEET OF
THE SUBGRADE MUST BE REMOVED
OR ADDRESSED AS RECOMMENDED BY THE
GEOTECHNICAL ENGINEER.
3.
SUBGRADE APPROVAL SHALL
BE ACCOMPANIED
BY THE SUPPORTING DOCUMENTATION VERIFYING DENSITY TEST RESULTS OF 95% OR
GREATER.
4.
THE ENTIRE SUBGRADE WILL
HAVE BEEN PROOF
-ROLLED IN THE PRESENCE OF THE
SITE INSPECTOR AND GEOTECHNICAL REPRESENTATIVE.
PROOF -ROLLING SHALL BE A
RUBBER TIRE VEHICLE
SUCH AS A LOADED TEN (10)
TON TRUCK OF APPROVED COMPACTION EQUIPMENT.
5.
THE FINAL SUBGRADE SHALL
BE APPROVED BY
THE GEOTECHNICAL ENGINEER AND
SITE INSPECTOR BEFORE PLACEMENT OF PAVEMENT
SECTION MATERIALS.
NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
NCDENR1Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
J
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes than 50' in length.
greater
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
GENERAL UTILITY NOTES
1. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA; EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION AS INDICATED. ALTHOUGH
HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION
AVAILABLE.
2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION SO THAT CONTRACTOR IS FAMILIAR
AND UNDERSTANDS EXISTING CONDITIONS.
3. FIELD CHANGES MAY BE NECESSARY DUE TO EXISTING UTILITY LOCATIONS. THE ENGINEER SHALL BE
CONTACTED BEFORE MAKING THESE CHANGES.
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REVISIONS
11.10.20 ADD 1
DESIGNED BY:
CGD
DRAWN BY:
JAJ
CHECKED BY:
WCK
SCALE:
NONE
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
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EDGE OF PAVEMENT ANGLE NOTES/
IRON 1. EXISTING CONDITIONS ARE TAKEN FROM SURVEY PROVIDED BY TURNER
/ 1"EIP LAND SURVEY, DATED JULY 2018.
HOLT CLA S I TLS# NL ' // -
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113.34'
2"ERB
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EXISTING I �u / 1EXISTING
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D.B.LIN636, PG. 1175 / I ^ \ \\ \ = o
X \ \\\ ��-__ 4.8' W OF LINE \
\ WALKER, /OMEBA D ROCK ,�\ I/ \ _ �\ ` - N/F N/F
\ \ `\ \ \ \\ D.B. 636, PG. 1175 WALLS \ \ HOWELL, BARBARA JOANNA kEASANT GROVE BAPTIST CHURC
\ \ `\ \�69 P.I.N.: 8666-18-9711 \ \ `\ D.B. 438, PG. 1285 1 \ D.B. 326, PG. 142
P.I.N.: 8666-28-0735 \
\ \ �\ P.I.N.: 8666 �8-1716
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/ 1 1 OUT=2675.16 OUT=2687.50 I I ' B ` HC WILSON PROPERTY
/^ \_______-�" \\ I d \ \\ \ MAP CABINET B, PG. W3
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I I \ 1 I i / \ 1 \ P.I.N.: 8666-28-2408
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P'I:N 8666-18-6455_ _ \ /
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\ \ \ 3 I I 24"ASH / // /' - _ _ - - / / / / / I 1 \ / J / I d o MAGNOLIA B. THOMAS
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APPROXIMATE EDGE OF 1 / / / / / - I S6" I 0045
LOTS 27-29
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- _ \ / / / / �l rn _ / / / M or CABB, PG. 41 W3
BORING LOGS / / / / , / I / APPROXIMATE EDGE OF 2)) I 1 I
i / / /' ' / / / / WASTE DRAWIN FROM "HEMLOC 8s- / s! I I.N.: 8666-28-444
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\� ✓/I\ // // / / FH / I
- -'------------ - - _ �// SHELTER
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WILLIAM McDOWELL /
// _ _� D.B. 859, PG. 1199 -
- - - - P.I.N.: 8666-28-0297
/////�I/�#1 RBC - 21t3- - _ - - - - - 27t2_ _ (also known as Reynolds School Property) ` _ 04,
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REVISIONS
11.10.20 ADD 1
DESIGNED BY:
DRAWN BY:
JAJ
CHECKED BY:
WCK
SCALE:
1"=30'
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
C3.0

11`\ \ WALKER, OMEBA D ROCK\\ '� \\ `\ N/F N/F
\\\ \\ �\ \ ` I D.B. 636, PG. 1175 WALLS \ \ `\ HOWELL, BARBARA JOANNA \ CA
LEASANT GROVE BAPTIST CHURC NOTES N CAR
` \ �6 P.I.N.: 8666-18-9711 ` \ D.B. 438, PG. 1285 \ Ess
\ \ \ \ \ I - \ ` \ \ \ D.B. 326, PG. 142 Qom,"oF
6' \ - \ ` ` P.I.N.: 8666-28-0735 \ \ \I \
P.I.N.: 8666 8-1716 1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UTILITIES = _�' e� 40 q'
\ ` \ \ \ • 1 III ' - \ - \ ` \\` \ I v PRIOR TO EXCAVATION. ANY DAMAGE TO UTILITIES WILL BE REPAIRED TO _ �S*A()\\�� \2726------'' ORIGINAL CONDITION AT NO COST TO THE OWNER.SHED \ ` \\ ` `\\\ \\ ��� ` \ _- ----- -27 \ \ \ \ \\ �� ` \ \ \ \ V \ \ _ _ 0ff 1\ \ \ \ \ 2. WASTE QUANTITIES ARE BASED ON BORING LOGS PROVIDED BY ESP.
\ \\ \ 2 \ \ \\ 5892354 E 172.53 \ \ ` -- "1<v
1 \ \ \ \ \ ACTUAL WASTE VOLUMES MAY VARY. ENGINEER WILL GIVE ADDITIONAL 'L \„
�_-------------- --__ INSTRUCTION AS NECESSARY. I N� . \v
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\ \ \ \ \ 1 2 EIP_� `-_ \ -- OUT=2701.00 / 8 TERRACOTTA S
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\ \ -- _-' IN=2701.45 W ° o
\ \ DIR OF 8 CPP 30 HIC ORY / �
\ \ \ \ \ 1\ \
\ \ END NOT FOUND \ \\ REMOVE ALL WASTE `\ �� \ \ I I 1 \ \ `\ \ \ - - - 708'
` \ \ ACROSS ADJACENT \ \ \ o�. \ - ------ ---- -\
M \ \ \ �� \ \ -- \ \ \ \ \ �\ ` 111 111 \ \ \` \` \� \ \ \ � \\ �T'I�I�I49I� / /
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\ M \\ \\ \ PROPERTY LINES TO \ \ \\ I I 1 I \ \ `?�0 ,
\ » ``\ \ `` -`2699-- - /"—
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AS NECESSARY \\ \ \\ \ \III 111 \ \ I \\ I I I I // 26 VE TREELINE \ \\ _______/' S5 _ _\ 27iO4.00
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\ \\REMOVE TREE'----- \ 2701 LS 4 -----
/ » \ 3 1 I \ I I I \ 1 2698\ I 12700 3.8 ``------------- c z LL
43 OAK \ \ XI \ I 9 rn / / o
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plfil HC WILSON PROP o
--- ` --- REMOVE PIPE I / REMOVE ALL WASTE , / 1 1 I 1 0 - 7 6 I 8 B N N \ \ - ---- - \ \ C N
�P / ACROSS ADJACENT \ I 1 I , / o ED N MAP CABINET B PG. 3
,,mot- J ,' I I I 1 I I \ 1 / 0 0 G EL / \ \ - `�\ \ 2 0�^ , FINIS f0 pRA1N [or CABB, PG. 41
I i 1 PROPERTY LINES TO I 11 I 11 \ I I I /DE 0�
6g ------ II // 1 \ I I I / �s I \ \ N GRA IM M 3' \ (Less and excepting pr p r y o \\ \
26 I / / I I WITHIN 5.0 OF I \ \ I / CON TRUC L \ conveyed b D.B. 165 P 1 1 N
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- - - - - - - \ / III I SUBJECT PARCEL \ °� / I I /
-,_ \ ., III// 1 I , / I I � \ i / SEE �6��:I�O C 1 ` I \ \ P.I.N.: 8666-28-24
\ I I 1 AND AS NECESSARY I rn I K I `'6' `
--- \ II � 1 / \ I 1 I 1 \ 1 — \ / REMOVE ALL WASTE \ _ __ \ r
Ilil / TO CONSTRUCT' / \
TOE DRAINS ) I o f I 1 I \ 1 \
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TO \ \ I
_ -__ ----------_��\\\\`�\\ 'L ' \ \ \ \ \\ \ ` WITHIN 5.0
SUBJECT PARCEL \I � I \ \\I J
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\ PIPE
PARTIALLY FILLED 24 PINE
24 OAK 24 CMP . \ - ( �\a 1 / \
\ / I 69 5Q
\ CHANNEL INV=2666.98 REMOVE PIPE - ------ ` -
\ PIPE INV=2666.37,'
V
_ »
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/ I / \ 1 i i l I\ I\ // GR 'DE ON / T/
N>��LIE SEECE�=-__ INV=2668.08 / , 1 I \/ \ \ \ J , / \ \ \ I M TO ON
----- D.B. 1`2.9, PG. 144 ---_ \ 3 2 "PI / / M , I / I - /�I �� , / I \\ \\ r.- - Xl VM ORgIN
ESTATE FILE 2aG5E, PG. 485 / / REM VE PIPE / \_ \\ 6g� , / I \ / 3.
P I�N...� 8666-18--6455•_, REMOVE ALL WASTE �/" \ / / V
--- - ACROSS ADJACENT REMO E TREES �/� �/I\I /' \ PROPERTY LINES TO - \ / / / / / I ER BLOC
l / I l I / \ �� IS R-18"CM \\ /i / / / I — —/ % 1 / % \ \
WITHIN 5.0' OF �� \ , /� / I i i i / \ I `� 1 \ J
- SUBJECT PARCEL /' \ / ; I I / / I �� V=2688.E
AND AS NECESSARY \ I / /
\ \ TO CONSTRUCT
' \\ TOE DRAINS _ \ / / ,� _ EMOVE TREE LINE \ // %
36 MAPLE - \ 1-1 I , \ 16,2
- \\ LIMITS -OF WAS v % /� , ��
26g6 \\\ '\I I �/ / ,,,-- �,'� �,E ISTING WATERLINE I I �� 69`3�0 i 1 i
--\ / IZE UNKN WN i LIMITS OF WASTE �� X / 7
T BE REROUTED, �o /r'HEMLO K 8S, kx� 11 / Q U)
/ 1 I \ / J
\--___ -26g�i // /' A ANDON I PLACE /� 14--_ / /
\\ _ M TREES 1-1 �,' ITHIN WASTE ARE / 3 1� 0
\ , REMOVE FENCE AS NECESSARY ` I / /' ' -'26g �/ / kl 24 C \ kk\k l l Z
25 CORRIDOR(BOTTOM WIDTH) / / 24 H MOCK k� O J
\2690 \\'�,\\- �// / ,-'� / \ — / TO BE EXCA ATED TO CCOMMO ATE—
\ UTLITY CONSTRUCTION. SEE DET IL / I `\ \ ��
31 8" SANITARY SEWER ON C10.0 \\ \\ 32 M€ LOCK % X / — O U
PLACED WI H 8 PVC 7 VE WASTE AS NECESSARY TO / / J z Z
\ \\ \\\ _ I / / �/� i C NSTRUCT PERMANENT SWALES. �� ,,' " \ 0 HE O Z
26 ` ` ' / EE DETAIL ON C10.0 / �' `� 1 C 0
01
W Q Q
� •' � I REVISIONS
' I 11.10.20 ADD 1
�'POPL \ /
`\ REMOVE ALL WASTE _ _
ACROSS ADJACENT- - 9a 2 g8 , DO NOT DISTURB
`PROPERTY LINES TO 2697 BASKETBALL COURT �\ WITHIN 5.0' OF - ------ -- _ -
269E 0• AND GRASS AREA
�� \\ SUBJECT PARCEL - - - REMOVE WATERLINE AND
u) / FIRE HYDRANT OUTSIDE
\\\ 00\`\ h �\ / , OF WASTE AREA I ;v
M / / /' REMOVE WASTE AS NECESSARY
1 W / \ , M TO CONSTRUCT PERMANENT 6.57 ACRES± l
1 1 0, / ST NG SMH TO EM9.12 /
0 � / / RIM- 699.1 SWALES. lI�CLUSII/E OF UNDERLAP ,
r\ / / LIMITS OF WASTE / / M SEE DETAIL ON C10.0 / AREA /l
VC /
EXCLUSIVE OF OVERLAP
I N/ OUT=26 _ — / /
/ / AREAS AND 15.9' RW /l
_ _ FROM HOL TZCLA W RD. /
/FH
GRAPHIC SCALE---
20 0 10 20 40
( IN FEET) / / / / _-'----------- -- __-- -- /
1 inch = 20ft. // /�- ---------------- _-_
WILLIAM McDOWELL -
�/ ;,------------- D.B. 859, PG. 1199
-__27 --__ P.I.N.: 8666-28-0297
TI 5 # 1 R B C -------12_ --- (also known as Reynolds School Proper4-if
-----
BASKETBALL
GOAL
w/CONC.
BASE
I
I
/
/
/
/
/
/
/
/
/
SHELTER
I
I
/
/
/
/
/
DESIGNED BY:
CGD
DRAWN BY:
JAJ
CHECKED BY:
WCK
SCALE:
1"=20'
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
i

2-STY WOOD FRAME ; \ \\ 2720---\ 2-STY WOOD FRAME EROSION &SEDIMENT CONTROL LEGEND
LINE PER DWELLING _, ' \ x \ DWELLING
HOLT7CLAW S 1 TLS#1NL 1 1 ( D.B. 636, PG. 1175 o \`\`
NCR#1$40 I I I I _Ln
N /F
I WALKER, OMEBA D ROCK ,�\ \ \\ `\ N/F
" / `" `�—� " D.B. 636, PG. 1175 WALLS \ »» _ \`\ HOWELL, BARBARA JOANNA
P.I.N.: 8666-18-9711 \\ D.B. 438, PG. 1285
\ �- , \\ \\ ;� \ __—� \ `\ ` 2 P.I.N.: 8666-28-0735
S8923'S4"E ohp I '\-----______ \`\\ \` p / \x \\`\ ` �/8.
- IV , - -
-2�08__ \58923'54"E 172.5
/ \NN
/2"EIR 81.16' / /' / /� \\`\ \\\` �\ �� \\ `\-
0 SOUTH - - 2 - --_ --;
/ , / , \ � \` \\\\\\\ i " _ � fps
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\ E — -
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N I `\ \\ \\---- ~\\\� CONSTRUCTION,.` \ _—2710,—
I I \ \ \_ ENTRANCE EXTENDED
\
`\` TO HOLTZCLAW ROAD
11 \ \
F2-
TING / (
OD FRAME _ / \2�20- \ \ \ DIVERT SEDIMENT LADEN RUNOFF 1 i i I \ _ LLING , \ \\ \ \ i I 11 INTO SEDIMENT BASIN 1 1 I I 2� -_
TITLE
KEY
SYMBOL
TEMPORARY STONE CONSTRUCTION
ENTRANCE
CE
o
o
SILT FENCE
SF
CLEAN WATER DIVERSION�—
TEMPORARY SEDIMENT BASIN
SB
SILT FENCE OUTLET
SFO
RIPRAP
RR
\ xCE PG.
° o \ \ `\ \ \ 1 1 1 \ `\ \ 1 1 ` 2�' INSTALL THREE BAFFLES - — _
\ OUR` ` \ \ ` ` ` \\ / 1 \ ` \ 1 1 1 1 \ PER DETAIL ON SHEET C9.0
\ - \ \\\ \\ \\ \\
NN
\ \ \ \ 1 \ -
TITLE
KEY
SYMBOL
ROCK CHECK DAM
CD
'
DEWATERING STRUCTURE
DS
TEMPORARY SEEDING
TS
TS
PERMANENT SEEDING
PS
PS
SEDIMENT DIVERSION�—
TREE PRESERVATION AND
PROTECTION
TP
TP
LIMITS OF DISTURBANCE
A D ROCK - \ I I 1 1 \ `moo -`-_ __ ;, - - . ,
'\` \\ � �� \�� \ \ \ \` \� � I \` \\ 1 1 11 700 `\\ \� `\ \ ��\ �� 8�, �`\ „NEXT TO�, `�
H CLEAN WATER \ \ \ 1 \ \ `\\ - - — IN=2701.45
1175 WALLS \ \ \ \\ \. \ \ '30 HIC ORY,y--- _ / _
-9711 \\ \ \� DIVERSION SWALE ` CD �0' \\--__ _ _ ,2�08� ss
'0
olt\ \ \ ��3Q''II�I491 - -- _---_ ,, - OUT_ 2701_37
\\ \ M 8"CPP - \`\ \`\ \ 'LIMITS OF WASTE '� \I ���� 11 1 I 1-.2699-------\ \ i 2. \ --- -- -__---
�7,
\ _ `\ \ \ \ I \ \ A /I� \%�F-�( \ // —� `\\ CLEAN WATER �,_- ----- _ _ --21p6/ a s
\ \� \\ \ \ \ 1 1 i I � \ \\ \\ DIVERSION SWALE _ -- ---
I
fq MOURN_
`\\\ \\ ��\ \\, SD \ \ \ I I 1 1 ��
24"PECAN .. F� CW ��� /�/- - »---_-___, --- _
��� \\ - --_ \\ \`\ l ' l I \ 116.02' I I •\ �r w CD F��� i / i� -�'- _ _ _ CD --------- \I
\ N\ - - ----- _ ----- \ I I r 1 \ U --- ' 1 / 2703--- \ \
ss—
NN\
\ \\`\ \\\ \\ \\\\\ �' j �— \ » ` \ \ \1 11 I 18' SS I 8„' :S • 8" gg �S �L — =S� • \\1 \ _ / I \��"` • • • �L
\\ \ 11 1 - 4 1 1 1 ' 1 J� I f \I 1 • I P \ / / \ \ \ �� — -•� ` .-.- e•W y
�„ �,, �,�_ 11 1/2 TON CLASS B RIP RAP \ I � �0 1 fC`• \
SMH26 \ `�-� \=2702.89 /
/ /•\` ' \ `. 1 \ 1 I ` \ \ I I 1 �M=268U.n I I _ \ \ / \ \ _ 8 PVC \ N F
� —+ s— \ \ 1 I I ,� I 1 / ` \ \ \ WILL DAVIS HEIRS
-2667- \\\\`\^ _\ \ \ �\ \ 1 11 \ 11 1 \ N \ \ I 1 8 PVC I 9 SB1 I i 1 I 1 , \\ LIMITS OF WASTE \, `\ I\ \ D.B. 59 PG. 105 \
\ \ 1 \ \ IN=2697.65 \
1 / \
\\\ \ N. \ I I I IN=2675.39 1 I 1 , \ \ \ OUT=2697.55 \
- \ ` LOTS 1-5 & 17-21
\\v EMERGENCY SPILLWAY 3 \ \ ��111 I 1 I 8"TERRACOTTA / IN I 1 i ,� ____---___ I\\ \ \ \ HC WILSON PROPERTY
TO BE OPEN BOX AT ELEVATION 2672.0 `� ` 1 �, 1 1 I 1 1 PS / r- - ,\ \ \ �\ `
\ // / 1 I I T=2675.16 1 I , \ I \ \ \ ` MAP CABINET B, PG. W3
/ , / 6� 1 I 1 I 1 I . \ ,
\\11I� JI I r/ r / / �� \ ` 1 X \ I 1 1 I11 • / 1 I / / \ \ DS cN\ `\ \\^\� \ O \\ (Less and
andBex excepting propPG. 41 erty
\ r
,I I I , / UNKNOWN WELL \ ` ,
TS / �2 \ Cp \ \ \ \ /
1.50 SKIMMER, \ 1 69 / \ \ \ \ \ g \ \ conveyed b D.B. 165, PG. 181
" I \ 1 I \ /--_ `S\ // I \ ` \ 1 \ \ y y )
\ I 1 ORIFICE DIAMETER = 0.75 I N 1 1 I \ / r \"\ �i \ 1 \\ 1 1 I \\ \ P.I.N.: 8666-28-2408
1/ 1 /— �\ IV
\\ 11 I l 11 l /_� -�_� , I I \I N 11 \ rn 1 I cc . 11 11 I10) \ l 1 6Q
SFO ' I , I I 1 co , ' I � 1 1 I 0, RR `\ 1 11= 11 \ \—��'
I I \ 1 I - DEWATERING BAG
1 1 1 ' I I I I 1 1 I \ `\ I /\ I \ \\ \ \\�\
PINE \ \ 1 I I I I I \ I �/ TO BE PLACED rr \ I 1 LIMITS OF WASTE
AS NECESSARY FOR \ � I / 1 \ \ 1 I 1
I I \ DIVERT SEDIMENT LADEN RUNOFF DEWATERING
\ 9 �\\ / / I / / I /
- ` \ o I I INTO SEDIMENT BASIN , EXCAVATIONS 1 /
-- --_ -- - \ \ I / 1 SEE DETAIL / I L
1.50 SKIMMER 'ice'' - -' EMERGENCY SPILLWAY \ \ \ / \
SF •\ \ ` I i i / --'/ j N �\'\\'\\\`\\\ `\ \ I�i 1\ - 1\ ON SHEET C9,.0/�
- ----- ORIFICE DIAMETER ` 0.4 / » \ \ \ I I �// /-01,
_�,!\\ \\ �/ / / 31
\\ I \ \\I \\'1/''l///�/ire"\ \`-/ I I/ "// SD \ 1/\1\ // \\ i'�/ R\\ /' .� �// / N ' \/ \I
- \\ ------'- —= ----»'.� 36"MAPLE' //
- \ PARTIALLY FILLED 24 PINE \\ \ _= �/ ,'y\/N\` \ \"�''/\�/ > 'i \\ \ \ 1 M 1 \" 1 /, ' 00
\ I \ �-
- 24 CMP. ----- \ \ ���� � �� ` \\ \` ,/i 1 1 0, 6'/ /../ .\ // ---'� / r \ \ i" / \ ^1 / 9 I / o \
\ 1 \ LIMITS OF WASTE �,---' 7- \ \ % \ \ I ti� / '' / `\ / / 1 \ \ // 0 \
\ CHANNEL INV=2666.98 1 1 •\ �, - / -rt "________ _, �. _ -
//.
PIPE INV=2666.37 N
\ \
-N-_--___ 24"CMP
NE LIE SEECEY---_ INV=2668.08 1 ,� /� ' / / / �' / \
D.B. 1`29, PG. 144 - \ / / , 18 CMP / 1 1 / I - ,/1 ,� / I \\ \\ I\\
ry/��� /3 / , �� I I \ I
1`STATE FILE �6C E� PG. 485 -- �\ \ J / / INV=2687.08 SD
P:I-N.� 8666-18--6-45& _ _ \ -
I \\ / / , \ 1/4 EIR I / LIMITS OF WASTE
CINDER BLOCK
RISER-18"CMP / — —
011_ INV=2688.61
U) \ . / / / 1 / \ �
36 MAPLE ly
PS "1\SH // ��/� LIMITS OF WASTE ,__,---- /// ,//�/1 i ' I PS • ' y� i / /
1 /
-- 1/2 TON CLASS B RIP RAP \\\\ I / TS �',,\ ,/' �'� ,'' i / / TS / \�¢}� XX\ ��. i CW 11L i l
` / / / / 41 X / HEMLO 8
TP
1.50" SKIMMER ' / /'� ,' TS /' /' / / 3 0
ORIFICE DIAMETER =0.75' �� ,' -26 / 24
% / � / — / PS / / �C / 1 24"H MI`OCKkk`
J 1
'
EMERGENCY SPILLWAY , 6
XISTING 8 SANITARY SEWER / / \\\ \\ ILOCK / X
\ N, / 0 REPLACED WITH 8" PVC coC\N I �/I M TP \ \ �� % 0"HEMLOCK
- \\\91\\\ \\\ \ \` -,'�I� / / CLEAN WATER DIVERSION SWALE
\\ `\ `\ \ ,f I , _----___ ,' LIMITS OF WASTE i / \\ MLO(
00
`\\ \ \ \\ `\ CD 2698. � ,,� LIMITS OF DISTURBANCE �
/ 3.0 ACRES
-34,P0PL \ \\\\ \ \ \\ \\\ \/ CW I 1 �/' /
\ 3\\ \ \ \ \ \ ' / INSTALL THREE BAFFLES 98, � , � /
PER DETAIL ON SHEET C9.0 ,, 26 �,/
\\ \ \ --- - -_- _ _ I GRASS FIELD I
` \ _ ' I DO NOT DISTURB r BASKETBALL
\ 0.\ i GOAL
ONC.
__--2699--- I BASE
ISTING SMH TO W9N
6.57 ACRES±0 \ — �� i RIM=2Y)CL USl VE OF UNDERLAP
1 / / AREA i
\'�N� \\ \\ Ii 1 1 N, /i \ \ / PVC
\\\ \ \ I 1 1 1 ram, 1 / I \ �� / , OUT-26 » . / EXCLUSIVE OF OVERLAP
AREAS AND 15.9 RW
� \\ \` \` \` �\ /� / i \``� '� �� � /" M `� ---- FROM HOLTZCLAW RD.
/IN,/
GRAPHIC SCALE ,' / ------------------------- / /
I INNER
-- - - - - - - - - __
( IN FEET) --- --___ — ___ --__` �/ /
1 inch= 20ft. / --- ----------------- SHELTER
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REVISIONS
11.10.20 ADD 1
DESIGNED BY:
CGD
DRAWN BY:
JAJ
CHECKED BY:
WCK
SCALE:
1"=20'
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
I'f
I� e

WALKER, OMEBA D ROCK_ \ `� N F NOTES
\ �\ ` �`\\ `� \\`� I D.B. 636, PG. 1175 WALLS I \ -,\\ _\ \\ HOWELL, BARBARA JOANNA \ ` LEASANT GROVE BAPTIST CHURC
I P.I.N.: 8666-18-9711 I \ \ D.B. 438, PG. 1285 \ \ \ D.B. 326, PG. 142 1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF A 1.00% SLOPE IN ALL
` \\ ` \\ ` ` \ ,6'\ \\ _-\ \ \ ` P.I.N.: 8666-28-0735 \ \ \I \
\ \ \ \ \ \ P.I.N.: 8666-28-1716 ROCK DRAIN PIPING AND ENCOMPASS PIPES TD-2 AND TD-3 PER ROCK
�\ � \ \ 1 \ \ I\ \ \ FILTER DETAIL ON SHEET C10.0.
2. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UTILITIES
\\ \ SHED \ '-___-` ` \ \ \ \ \ \ I co PRIOR TO EXCAVATION. ANY DAMAGE TO UTILITIES WILL BE REPAIRED TO
S89 2354"E 172.53' ORIGINAL CONDITION AT NO COST TO THE OWNER.
3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5.00% SLOPE ON ANY AREA
2724--- THAT IS TO CAP WASTE MATERIAL TO ENSURE PROPER DRAINAGE AND
`\ ALLOW FOR FUTURE SETTLEMENT.
.\ `\\ `� \\ \ `\ `\\ `\\ `\\\\\ ' \ `\ \\\\ _ _ / , \ \ \ -,2�0 - `�; ; _ _ - _- _ _ ------ 4. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.30% SLOPE >
\ \\ \ \ SDI D \\ \�� �- \\� �\ I GATE \ \\ s-113,3�'`\ \ \,\ - --- ----_ ------ 2 z
p /�, \ \ �1� ,2�2 LONGITUDINALLY IN ALL DIVERSION SWALE.
\\�'�;��;\ \ I G�k \ \�'--�_ -\ \ \ \, - 5. FINAL GRADES MAY VARY BASED ON ACTUAL WASTE VOLUME EXCAVATED. Q� c
3L\PI \ \ \ �\ .` . '27 - \ \ \ \ _-- ai
\ \ \ \ ` / RIPRAP INLET �o_ - \ \\� \ I ENGINEER WILL GIVE ADDITIONAL INSTRUCTION AS NECESSARY. - > m
PROTECTION -_ \ \ , - v o ' 0
` \ `_ \ \ \ ` \ \ . \ \ \\ \I \ \ \ \ \ Q) o _ 3CL
\ 26 \ \ INV.: 2696.0 \ \ o�, �o \ \ \ \ _ t • E at
\ \ SLOPE DRAIN AND \ \ ,2 o
\ \ \ 1 \ \ \ I , \ \ \ \ \ �O
\ 24 RCP PIPE _ z •
` DIVERSION I ` \ 2> _ o 'NORTHERN SWALE TO BE
\ i � _\ \� `� �'� - `,` �\\��;-;�-, SMH \\ \ \ /s'-_ -�. `\ \�� " LINED WITH NAG SC250 O �
4 MANHOLE, \ I 02 �� '- -EROSION CONTROL MATTING
\ \ \ \ \ \ 1 1 1
\ \ \ \ \ \ \ \ , \ \ , -2 \ \ \ \ \ \ \ -
\ \ N, \ \ ` \ TOP:2695.0 \ I I 1 w COLLAPSED I _-
\ \ \ \ t \ I I --_ I SMH w CONC.�ICr" _, -
`\ INV.IN:2685.0 `\ \ \\ I \ �o�"� �,,` ,`, �� ,__-__--_ _ � CONC. LID \\ '�, I�� \ \ �.,��,� W = 16'
\ \ \ \ 4.
24 RCP PIPE \ I I 2 - -_ ? �2 \\ \ ___-TOP y��•�+0 // o
\ \ _ FI LLED >
\ I INV.OUT:2679.0 \ II I I W _ - _
\ \ \2, �// „ g
\ 68'rVC 'SMH w/CONC. LID
\\ \ 6,\ \\ \� \\ \ \ \\ \ \ \ \\ I o - \ \\ \, \, \ ,, ,, ,, -_, _�_`__ OUT=2701.00 8 TERRACOTTA a �
APPROX. \\ 1 \ I II - \ 2>
\ \ \ \ o -� 08 \ __-- __- TOP=2705.70 W
\ \ DIR OF 8 CPP \ ` \ \ ` ` ` 1 \ I `� \ \ \ _ /
END NOT FCN iNin `\ \ \ \ \ ��, \ \ I I \ ,p `\ `\ \ \ _ 108.E s
` `\ \ �\ \ / / ' I \ \\ ��, `\ III / \ ?�\\ _ --- - 2 _ - OUT=2701.37
M \ \ \ _ „ \ 1 \ \ \ I \\ \ '3Q FCIEfE913 --------
PERFORATED ___----
ROCK DRAIN WITH \ , \ 01
*^ l bq
\ \ 8 HDPE. \ \ \ \ \ r III \� \ `\\ 2�0 \ \ -----
\\\ M \ \ S-E_E ROCK FILTER DETAIL\\ I \♦ \ I I\1 --2699-------, ,3L
\ \\ ----- \M 8"CPP ON C10.0 'O
27104.00
` RIP RAP BARRIER \\ 1 / I I 1 II \ \ \ \ `\ I I �► I I / 2696.0
TOP ELEVATION = 2675.20 s�� -.1 \ \ \ \ I I I I 9s -
`-'!% 24"PECAN `\\-
N
�\\�-------- ------
TOP: 4' MANHOLE \\ �\ ; r \ 116. 98 _
-- - ,----- \ TOP: 2673.0 \ \ \ \ I \ \ / /
r 2703 \ \
270 \ \--
.. \ \ 8 s 701
INV.IN:2669.0 `\ 1 I I I sI ss 8" _-- --
INV.OUT: 2668.1 \ I \ I I r I I r g-------------
01
2704 �..�
2703
24" RCP PIPE: \I I \ \ \ I I / \
�� \ \ \ \\ \ \ I 2701
24 RCP FES \ \ I 1 `\ \ I 1 I I 5 3 I i I°D= I , \ _ _ \\ ` _ 7.65 2700 ,
INV.OUT: 2668.0 \ \ ` I I lip I ADJUST RIM ELEVATION �� - _--- \ 2698
I I \ �� 3 R T 27 I , I I s \ \ \ HC WILSON PROP 1 0
-----_,,,--�;� _,-- I / / \ \ �� I __ TO 2697.60 6' - \ \ \
_ ---- - / I 26 50 INV.:2698.5 ` ^\ CpNDITION MAP CABINET B PG. 3 N
- 12 THICK CLASS B I \ \ FIN O D [or CABB, PG. 41 ( 3 ]
15 THICK CLASS B RIP RAP ��� I I I \ � � � I �\ ,�\ ISH RA
PROTECT FILL SLOPE WITH / \ 269\6\90 T /
RIPRAP PADg_____ 1 1 I I I \ I 1-� \\ 1 N GRADE 3.OD% Less and excepting r r o
--- r10 1 r / i / ` �3 GEOCELL. SEE DETAIL / �69XIMUM ` ( p 9 p p y r
20 LENGTH FROM 24 r 111 / I r `, I \ o rn r / \ I I \ \ MA ,� \ conveyed by D.B. 165, P 1 1 N \ /
--\ / \ P.I.N.: 8666-28-24 /
--- rrll � i I I I ( ` \I I ` \ u i I ° ON C10.0 / / \ I \ I \\ I \
PIPE ENDS 1 / I I I I _ �\ 1 I I \ i N \ \ I I I / r "6, \ / 2699.519
--26,� 22 WIDE AT BOTTOM Irii t \ ��.�'/;__ \\`\\\ I I I I 1 I \ I I I II = I \ /
III
ROCK DRAIN 8\ 1 I �' `\ \\ I\ I I 1 o
Ik
SOLID HDPE'- Al. \ I I I r I I \ \ \\ \6 \
0 11 1
CAR
O
A 'I
0
V uuuuuN�
v > a
0
CD
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�OZLL 3 V
6 CDJ
V O 32� E
M LL
W Z
W
l rn
ON ROCK DRAIN_------- 24 RCP FES
s-__
s7-'OUTLET = 2267.72 ___ INV.OUT:2668.0 ' / \ \ \ `J 4I \ / �6
24" RCP PIPE ;/ 1 / \ \ \ \ \ `\ \ 1 1 \\ / i \ / i I\ I ` o \
-------____� ----- 4' MANHOLE I \
--------\ --__ TOP: 2673.5 �_- \� r 1 r �' ---- ,l 6 / / r \ \\
\\\ --- INV.IN: 2669.0 --_ ; / \ / - \ ) ,' ��\\ �'' �\ 2s9 �
INV.OUT:2668.1_-
'--�\L __ I / ` / r I\ ` ' - __ \ \\\\ \ \I\\ /' PROTECT FILL SLOPE WITH \ o
RIP RAP BARRIER - \ � SOUTHERN SWALE TO BE N I \
\ \ __ \ ` ' 3 GEOCELL. SEE DETAIL / LINED WITH NAG SC150
TOP ELEVATION = 2675.20 �� I I / - - \
24"OAK -\ L4 C MP. -- ROCK DR N WITH - ( , ` `\` 'i III I o,� `769 ON C10.0- ,'-, \ / "�
/ / EROSION CONTROL MATTING o J
`\\ 3HANNEL INV=2666.98 PERFORATED 8" HDPE. , ' ; \ _=_ -_ -' \ ! \\\\\ i �� \\ / /� :�\ / \ / W = 16'
PIPE INV=2666.37 SEE ROC FILTER , / / _ _ / / Q
---- DETAIL C10.0 / - �\ \ I. ,'/ ' \\ / \\ \\ N SWALE CENTERLINE
_ \ _ r \ _ \ ENSURE LONGITUDINAL
N/F\ '--___ 24"CMP,� I / , II i = / i �� \ I / / / \ ` \\ SLOPE IS = 0.30% G ISNEO C \ I \ \ 1 \ Q
NE�LIE SEECE�= INV=2668.08 �,� / / r I r `\� r 1 \l�l \\ I \\✓ / \\ \ `\ RADE r'OND/T/0i\� \\ r\ \ r
---- D.B. 1`29, PG. 144\\ \ 3 �� \ I r / 1 --\ ,�I �� , I \\ `\ MAXIMUM DRAIN \ l `\ \ \ \ O
'ESTATE FILE 2DO-5E,, PG. 485 - \ �/ \ / / r ,/ r \. -'^\\\ 69� / I I 3.Op \ r I \
P I�-9.i 8666-18--6-455•_\\ I % / , / / /� �/ / \ %�.2 ,-\ % /, /
- PROTECT FILL SLOPE WITH
3" GEOCELL. SEE DETAIL
/ \ /
ON C10.0 ,A z
36"MAPLE \�'2 % / UNDERGROUND ROCK CHANN
/
\
SEE DETAIL ON C10
24 RCP PIPE / ,,' /-6 %- // /,'' /,'"HEMLO¢ BS _ �' 14 _ \ i �r z rn
Cj
4
ENCASE PROPOSED SANITARY ' / 1 \ 24"H MLOCKkX
\\ \\2690 3 \\\ _,�,% �,i_,, /� SEWER IN CONCRETE ALONG
EXCAVATED AREA FOR 20 L.F. 1 \ 'ti, kk�\Xk\ / l z U
SLOPE DRAIN AND ' ' // / / / r \ 32 LOCK / X / _ z Z
\ / , / , / / (SANITARY CROWN AT ' \
`\ DIVERSION \ r / / / �1 Jam/ y CROSSING 2694.25') I /1 I \ i / 0"HEM 0
0
(CHANNEL DEPTH a 2695.50') 77
\ ` \ ,, / INV.:
\ / /
00
2698 \ LIMI
\ \\ \\ \ �; // / /
y TS OF DISTURBANCE
�
\ �4 PE "PO \\\\\ \\ / 0"0-
i
1
\ ` \ \ / I - / SOUTHERN SWALE TO BE
\\\ \\ '\\\ \� \\\ \\` I %- I � 1 ( l 2 9 / LINED NI TH CONTROL CMATTING
\ \ 4 MANHOLE / _ 2697 / \
\\\ TOP: 2697.0 _ ----- ----- 20.0 2696 , W = 16 1
I
\ INV.IN:2685.0 WV icy / I ^/ BASKETBALL
\ \2,o INV.OUT:2684.9
�/ GOAL
\ ,' �� � 1 / w/GONG.
BASE
M ' , - - 6.57 ACRES± / o
0) / \ �o`/ / IST NG SMH (TO EMA ) `� II)CLUSIVE OF UNDERLAP
RIM= 69 24 1 " RCP PIPE
M " VC / AREA /
INV. IN = 2695.50' / EXCLUSIVE OF OVERLAP
\\ \ \ I \ I 1 ram, I I I \ 24 RCP PIPE OUT=26
AREAS AND 15.9 RW
EL310' OF TEMPORARY 6'
/
TALL CHAIN LINK
FENCING WITH "NO
-- ` ENTRY" SIGN EVERY 50'
GRAPHIC SCALE
RIPRAP INLET
PROTECTION _ ___ ____--- /
IN FEET) I �/'/ i'i j� �=------------ ---___ -- ---___�-�_,�' / l
REPLACE EXISTING MANHOLE TO ,',','/ _,- _______ ------ - ----- ---- SHELTER
1 inch= 2ott. MATCH EXISTING DIMENSIONS. ',','�'����'---'-_----_---- N/F
------ WILLIAM McDOWELL _ /r
SERVICE FROM BUILDING TO BE, ' /' ' ' /��--------- --- _-
'/ ' ','/' -'------- ---- - _ D.B. 859, PG. 1199
REINSTALLED TO MANHOLE �� / ����, , /�/;,,'' - ___27--__ P.I.N.: 8666-28-0297 -��'''2;
_2713 __- - 12 (also known as Reynolds School Property) 4\
Q
W a
C� U
REVISIONS
11.10.20 ADD 1
DESIGNED BY:
CGD
DRAWN BY:
JAJ
CHECKED BY:
WCK
SCALE:
1"=20'
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
MI

/ - \ \
���� C A ',
\ Nr rrr
N, NOTES
\\ SHED\ S892354 E 172.53 \\ — — — — — — — O, e° 0�°q`
/--___ 1. CONTRACTOR SHALL REPLACE EXISTING SANITARY SEWER WITH AN 8 PVC
___'- \ 2>os, I/ \ `\ \ `,;\2j \ `; - I \` \ \\--_------- _ _ - 2724--- LINE. MATCH EXISTING INVERTS. �SA V
\ \ \� \\ \\ \\�.\_� -/ \ �\ \ \ 7 — — \ , --___; \�; jam_ , 2. CONTRACTOR SHALL FURNISH ALL UTILITIES IN ACCORDANCE WITH THE
\\ \ \ \\ \ \ __-` -_ \ _ -, --------------
SPECIFICATIONS. 0
--�c
SHZD o \ \; ,\`; \ /`, \ --_ - � 1� 2722- 3. CONTRACTOR SHALL TAKE EXTRA CARE WHEN EXCAVATING AROUND "=, v�rr,``!e
\ GAT _ _ _� --\ \ UTILITIES. ANY DAMAGE TO EXISTING STRUCTURES SHALL BE REPAIRED TO -
\\ \\ \ \ ,_`,,`\ \\` / _,,/o__ \ `\ \ I _ --- A LIKE NEW CONDITION AT NO ADDITIONAL COST TO THE OWNER. M
\ 4. CONTRACTOR SHALL EXCAVATE AREA AROUND PROPOSED UTILITIES AS V
` \ \ \ `\ _ o o SHOWN ON SHEET C10.0 AND BACKFILL WITH CLEAN STRUCTURAL a
Q4\\--------
\\\ \\ \ \ \ \I ,2 _ BACKFILL. IF NO CLEAN SOILS ARE REACHED AT A DEPTH OF THREE r� �_
\ \ \ \ _ _ \ \ 2> _ FEET (3) UNDERNEATH THE BOTTOM OF PIPE CONTRACTOR SHALL
\\ \x \\ `\I \\ \\ i / \\ \\ \ \\ \\ I I I \ �'/ `�\\�`\SMH \ 76` \` \� z t�
\ \ \ \ \ FURNISH ORANGE COLORED IDENTIFICATION GEOTEXTILE AND BACKFILL IN o L
w/COLLAPSED --- ACCORDANCE WITH THE SPECIFICATIONS. m
\ \\ \\ \ \ \ ( `� \ \ 11 I I �� -__--_ ` \\I 1 \ SMH w CONC._EI N C a) L 0
\ \ r I \ \ \ 1 1 I ' \ \ _ CONC. LID \ / as
•? \ \�\ \� ---_-TOP- 40 • r"� CL 'at
\FILLED \ �2 \--- m m c r_
LL
\ \ 6. \ \ \ \ ` IN,`--\ \ e5 — -- ? \� OUT=2701.00
\ \ 1 0 \ IN=2701.45
DIR OF 8"CPP o \ \ \ -- - _--- -
\ \
\ \ END NOT FOUND \ \ 1 1 1 ,p z \ \ \ - -- 2IOB' ,-'_ SS Q
\ \ 1 0 OUT 2701 37 a
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D.B. 1-29, PG. 144 \ , \ / / / / 1 / I - -'
---- - ESTATE FILE 20,0-5., PG. 485 \ � /3 /' / / , / / r / / / /' ' / / \- -'-�` 9�
P:I�N..i 8666-18--6455-__ \\ / 6
EXCAVATE AREA TO CLEAN
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36 MAPLE - \ \ \ - / / / / / r PVC SANITARY _-- 110,
\ - / / / �, SEWER MAIN -- //
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3 I �/ EXCAVATED AREA FOR 20 L.F. z
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2698 ,/ / LIMITS OF ,/ \\ REVISIONS
--- --- _ 0.0 2696 2697 // '/ DISTURBANCE % / i 11.10.20 ADD 1
WV ` /I � I i I BASKETBALL
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— — � i RIM- 699.18 II�CLUSII/E OF UNDERLAP
I N I /` / M „ 1- / AREA
VC z ' / EXCLUSIVE VE OF OVERLAP
OUT=26 LiAREAS AND / / / I
FROM HOL TZCLA W RD.
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DESIGNED BY:
GRAPHIC SCALE -__- --------------- -- / CGD
20 0 10 20 ao / ,//�---_ /--_ --- _ - -- --____ �/ r DRAWN BY:
JAJ
(IN FEET) /'/ /////'i /'/ __---------- - — CHECKED BY:
1 inch = 20ft. I '---'------------------------ ' ---- `-__ ___-- WCK
- _ - _ - SHELTER
' — WILLIAM McDOWELL SCALE:
-'' ----__------------- D.B. 859, PG. 1199 - DATE:
-------- P.I.N.: 8666-28-0297
` -27 10.7.20
(also known -as Reynolds School Property) ` __\ �\ 04\\;;``` PROJECT NUMBER:
18110122-05

2715
2710
2705
2700
2695
2690
2685
2675
2670
2665
2660
I
I
•25
FINISHED
GRADE
EXISTING GRADE
\
— —
UTILITY TRENCH TO BE BACKFIL
WITH CLEAN STRUCTURAL FILL SOILS
PER SHEET C10.0
CAP WASTE PER DETAIL ON SHEETI C10.0
COVER FILL SLOPES
IN ACCORDANCE
I
WASTE CONSOLIDATION AREA
WITH DETAILS ON
C10.0 EXCAVATE ALL WASTE TO
5' WITHIN PROPERTY LINE
AND REPLACE WITH CLEAN
BACKFILL
PROPOSED GRADE --'STRUCTURAL
EXCAVATE ALL WASTE TO
5 WITHIN PROPERTY LINE
AND REPLACE WITH CLEAN
STRUCTURAL BACKFILL
12'f
1
PROPERTY LINE
EXCAVATE ALL WASTE TO
AND WITHIN REPLACEWITHWITHYCLEAN
STRUCTURAL BACKFILL
12" #57 STONE ON
FACE OF RIP RAP
24" CLASS B RIP RAP _
ELEVATION = 2675.20
SWALE TO BE LINED
WITH W/ NAG S150 OR zzzz
APPROVED EQUAL
I
5.0
APPROXIMATE
EXISTING 8" I
SANITARY SEWER
REPLACE WITH 8" PVC I
ESTIMATED WASTE LINE
DRAWN FROM SOIL BORINGS
(ACTUAL DEPTH MAY VARY)
I
SEE NOTE 7
I
I
ESTIMATED WASTE LINE
DRAWN FROM SOIL BORINGS
5 0 (ACTUAL DEPTH MAY
VARY)
EXCAVATE ALL WASTE TO
5' WITHIN PROPERTY LINE
AND REPLACE WITH CLEAN
STRUCTURAL BACKFILL
2' X 2' ROCK DRAIN
SEE DETAIL ON C10.0
SEE DETAIL FOR
ON
I
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PROPERTY LINE I
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ROCK DRAIN
SHEET C10.0
50.00 LF
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811 HDPE �" HDPE
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8" HDPE OUTLET INV = 2667.72
�
0+00
0+50
ALIGNMENT XX PROFILE (1)
2715
2710
2705
2700
2695
2685
2680
2675
1 +00
1+50
Scale: H : 1 99
2+00
30', V: 5.00:1
2+50
3+00
3+50
4+00
4+50
DETAIL ON SHEET
CAP WASTE PER
SWALE TO BE LINED
WITH W/ NAG S150 OR
APPROVED EQUAL
FINISHED GRADE
C10.0
,LOPE
--SLOP_
WASTE CONSOLIDATION AREA
EXISTING
GRADE
SWALE TO BE LINED
WITH W/ NAG P550 OR
APPROVED EQUAL
NOTE 7
SEE
ESTIMATED WASTE LINE
DRAWN FROM SOIL
BORINGS (ACTUAL
DEPTH MAY VARY)
SEE NOTE 7
0+00
0+50
ALIGNMENT YY PROFILE (1)
1 +00
1+50
Scale: H: 1 "=30',
2+00
V: 5.00: 1
2+50
3+00
2715
2710
2705
2700
2695
2690
2685
2680
2675
3+50
5+00
5+50
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2710
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ESTIMATED WASTE MASS ^o
2695 WASTE MASS TO BE EXCAVATED
AND REPLACED WITH STRUCTURAL FILL
•
2690
2685
2680
2675
2670
2665
2660
5+75
NOTES
1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UTILITIES
PRIOR TO EXCAVATION. ANY DAMAGE TO UTILITIES WILL BE REPAIRED TO
ORIGINAL CONDITION AT NO COST TO THE OWNER.
2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5.00% SLOPE ON ANY AREA
THAT IS TO CAP WASTE MATERIAL TO ENSURE PROPER DRAINAGE AND
ALLOW FOR FUTURE SETTLEMENT.
3. ALL FILL SLOPES ARE 3:1 H: V UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.30% SLOPE
LONGITUDINALLY IN ALL DRAINAGE SWALES.
5. FINAL GRADES MAY VARY BASED ON ACTUAL WASTE VOLUME EXCAVATED.
ENGINEER WILL GIVE ADDITIONAL INSTRUCTION AS NECESSARY.
6. DIVERSION SWALES SHALL BE PROTECTED AGAINST EROSION AT ALL
TIMES AND BE LINED WITH SPECIFIED EROSION CONTROL PRODUCTS
IMMEDIATELY AFTER FINAL GRADES ARE ESTABLISHED. SEE C6.0 FOR
LOCATION AND TYPES OF EROSION CONTROL PRODUCTS.
7. WHERE WASTE IS DISCOVERED BELOW ANY PORTION OF THE PERIMETER
SWALES, WASTE SHALL BE REMOVED TO NATURAL MATERIAL AND
BACKFILLED WITH STRUCTURAL FILL, PER PROJECT SPECIFICATIONS.
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REVISIONS
11.10.20 ADDII
DESIGNED BY:
CGD
DRAWN BY:
JAJ
CHECKED BY:
WCK
SCALE:
1"=30'
DATE:
10.7.20
PROJECT NUMBER:
18110122-05

A
PERSPECTIVE VIEW
PVC ELBOW
PVC END CAP
WATER SURFACE
PVC END CAP
PVC PIPE PVC PIPE
1/2" HOLES IN
PVC TEE UNDERSIDE
FLEXIBLE
PVC PIPE HOSE
BAFFLE (TYPICAL) TOP OF BERM
SPILLWAY FLOATING 5' SPILLWAY 2
DEPTH DEPTH SKIMMER WIDTH
2
13
SECTION A -A SECTION B-B
SPECIFICATIONS
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL
SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY.
HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER,
AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE
COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD
BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UDER THE SKIMMER OF
STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS
SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE
PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND
AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT
TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE
HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE
CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING
A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE
BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE
EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF
THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE
ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE
CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED
PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE
BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE
SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND
EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE
WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF
THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH MAY BE USED. THE UPPER SECTIONS)
SHOULD OVERLAP THE LOWER SECTIONS) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER
EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS
OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL
AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE
WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE
EMERGENCY SPILLWAY, EMBANKMENT AND ALL OTHER AREAS ABOVE THE CREST OF THE SPILLWAY IMMEDIATELY
AFTER CONSTRUCTION.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1h INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE
SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT
FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING
IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR
AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE
WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT
WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE
INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE TO REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS
THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE
ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN
THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
S
SKIMMER SEDIMENT BASIN DETAIL
NOT TO SCALE
END VIEW
PVC VENT
PIPE
FRONT VIEW
SKIMMER DETAIL
NOT TO SCALE
PVC TEE
ORIFICE
PLATE
SEDIMENT BASIN DIMENSIONS
NUMBER
BOTTOM
WIDTH
(FT)
BOTTOM
LENGTH
(FT)
DEPTH
(FT)
MAXIMUM
SEDIMENT
DEPTH (FT)
SPILLWAY
DEPTH
(FT)
SPILLWAY
WIDTH
(FT)
SKIMMER
SIZE
(IN)
ORIFICE
DIAMETER
(IN)
1
12
52
2.5
1.5
1.0
1 10.0
1.5
1.0
2
12
36
2.5
1.5
1.0
1 5.0
1.5
0.85
iLEEVE FOR PUMP
11SCHARGE HOSE
2'-0" MINIMUM
10'-0"
MINIMUM
VARIES W/ GROUND
SLOPE (2'-0" MIN.)
1:1 (TYPI
� yA
PLAN VIEW
14'-0" MINIMUM
2'-0" MIN. 2'-0" MIN.
SEDIMENT FILTER BAG
FILTER FABRIC J USE #57 STONE TO
LEVEL BAG FROM
NATURAL GROUND LINE
SECTION A -A
SEDIMENT FILTER BAG GENERAL NOTES:
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT
FILTER BAG WHEN PUMPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS
DRAWING MAY VARY PER VENDOR SPECIFICATIONS. THE MINIMUM "FOOTPRINT" OF
THE BAG SHALL BE 10 x 15 FEET.
3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF
SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE.
THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF 6
INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG
WILL NOT BE ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF
DURING DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE
OF COLLECTED SEDIMENTS.
5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE HALF FULL
OF SEDIMENT OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
0DS
SEDIMENT FILTER BAG WITH GRAVEL PAD
NOT TO SCALE
MATERIALS
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS
OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART
IN TABLE 6.62B. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED
USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 1200 F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH
A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE
PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE
WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES
ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM
OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH
SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT,
THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP
TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A
MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.62A).
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH COMPACTED SOIL PLACED OVER THE FILTER FABRIC.
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
G
F SEDIMENT FENCE DETAIL
NOT TO SCALE
01
1 st Cell
2nd Cell
25% of basin
25% of basin
surface area
surface area
TLE Z(
35 o of
15% of
basin surface area
basin surface area
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
PLAN VIEW
CROSS SECTION
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
FENCE AIy
BURIED R
STEEL POST
6"X6" TRENCH,
BACKFILLED AND I 2'
COMPACTED
Li -
SECTION VIEW AT OPENING
STAKE TO
SUPPORT WI
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
INSTEAD OF EXCAVATING A TRENCH, PLACING FABRIC AND THEN BACKFILLING TRENCH,
SEDIMENT FENCE MAY BE INSTALLED USING SPECIALLY DESIGNED EQUIPMENT THAT
INSERTS THE FABRIC INTO A CUT SLICED IN THE GROUND WITH A DISC.
INSTALLATION SPECIFICATIONS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN
THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON
STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND
AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE
FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE
TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES
THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY
APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE
WHEN TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND
SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND
LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS
BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL
IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE
TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE
INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A
TOTAL OF 4 TRIPS.
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS ONCE THEY HAVE REACHED ONE-THIRD (1 /3) HEIGHT
OF SILT FENCE TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING STAPLES
OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY, WHICH SHOULD BE
READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE 5
BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
CONSTRUCTION
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO
SIDE.
2. INSTALL POSTS ACROSS THE WIDTH OF THE BASIN.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF
4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF
THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE CREST OF THE SPILLWAY. TOPS
OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
MEASURE TO PREVENT SAGGING.
6. WRAP COIR BLANKET OVER THE TOP WIRE. ATTACH FABRIC TO A ROPE AND A
SUPPORT STRUCTURE WITH ZIP TIES, WIRE OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE
1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE
AND STABILIZE IT.
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REVISIONS
11.10.20 ADD 1
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
BAFFLE DETAIL
NOT TO SCALE
Awl

W - 2' MIN
2'
z
in
COMPACTED EARTH BERM
(WHERE REQURED)
10
NOTE:
SLOPES TO BE STABILIZED WITHIN 7 DAYS. DITCHES TO BE LINED
WITH EROSION CONTROL BLANKETS RATED FOR 5 FT/SEC
VELOCITY - NORTH AMERICAN GREEN S75 OR EQUAL.
CONSTRUCTION
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS OR OTHER
OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
AND APPROPRIATELY STABILIZE IT.
s
CW TEMPORARY DIVERSION DITCH/BERM DETAIL
NOT TO SCALE
PUBL
ROAC
CONSTRUCTION
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS
AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN
AREAS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY PERIODIC TOPDRESSING WITH 2-3 INCH
STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR
TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE
CE DETAIL
NOT TO SCALE
4
MIN. 12" NCDOT #57 CLASS B RIP RAP
WASHED STONE
UPSTREAM SIDE
2: 2:1
24" MAX.
AT CENTER
4 OZ NON -WOVEN
FILTER FABRIC
SECTION A -
A L= THE DISTANCE SUCH THAT POINTS
%'A AND B ARE OF EQUAL ELEVATION
NOTES:
(1) STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO
KEEP WATER FROM CUTTING AROUND THE DAM.
(2) STONE CHECK DAMS SHOULD BE SPACED IN A CHANNEL
SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE
SAME ELEVATION OF THE TOE OF UPSTREAM DAM.
SPECIFICATIONS
1. PLACE STRUCTURAL STONE (CLASS A) TO THE LINES AND DIMENSIONS SHOWN ON
THE PLAN ON A FILTER FABRIC FOUNDATION. THE CREST WIDTH OF THE DAM
SHOULD BE A MINIMUM OF 1.5 FEET.
2. KEEP THE CENTER STONE SECTION AT LEAST 6 INCHES BELOW THE END WHERE THE
DAM ABUTS THE CHANNEL BANKS.
3. PLACE SEDIMENT CONTROL STONE (#57) ON THE UPSTREAM SIDE OF THE DAM THAT
IS A MINIMUM OF 1 FOOT THICK.
4. EXCAVATE SEDIMENT STORAGE AREA TO THE DIMENSIONS SHOWN ON THE PLAN.
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1 /2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE
IMMEDIATELY.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE
STONE CHECK DAM, AND TO PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
CROSS SECTION.
D
TYPICAL ROCK CHECK DAM
NOT TO SCALE
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A
COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NCDEQ, OR THE LOCAL
AUTHORIZED PROGRAM. THE APPROVAL NOTICE MUST BE POSTED ON -SITE DURING ALL GRADING AND
CONSTRUCTION ACTIVITIES.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NCDEQ, LAND QUALITY SECTION. ALL
EROSION CONTROL MEASURES SHALL BE INSPECTED AT THE END AND BEGINNING OF EACH WORK DAY
AND MAINTAINED AS REQUIRED.
3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE
NCDEQ.
4. PROCEED WITH GRADING CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS
ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
5. SEED AND PLACE EROSION CONTROL MATTING ON SLOPES AS SHOWN ON THESE PLANS.
6. SEED AND MULCH DENUDED AREA WITHIN 7 DAYS AFTER FINISHED GRADES ESTABLISHED. SEED AND
SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER
ACRES. STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4000 LBS
FERTILIZER (10-10-10) 1000 LBS
KY-31 FESCUE (POA PRATENSIS) 100 LBS (MOWED AND MAINTAINED AREAS ONLY)
OR
CREEPING RED FESCUE 100 LBS (NATURAL AREAS AND STREAMBANKS)
STRAW MULCH 60-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET (SETARIA ITALICA) 40 LBS
SMALL -STEMMED SUDAN GRASS 50 LBS
(SORGHUM BICOLOR)
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALE) 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000
LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURE LIVE SEED SWITCH GRASS 4 LBS
BROWNTOP MILLET (PENNISETUM GLAUCUM) 8 LBS
GRAIN SORGHUM (SORGHUM BICOLOR) 2 LBS
s
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TEMPORARY AND PERMANENT SEEDING
1 /4" SQUARE MESH, 19 GA.
STEEL HARDWARE CLOTH ON
WOVEN WIRE FENCE FABRIC
NCDOT #57--,
STONE
2'
SEDIMENT
��I PIT
W.P.,
S.
1.25 LB/FT STEEL FENCE
POSTS
N
SECTION
EXTENT OF ARDCLOTH
EXTEN[ • OF FENCE FABRIC FENCE I I If AB
--------------
poL L L C L L L L C L L L
...........................
.. .. .. .. .. .. .. .. .. .. .. .. .. ..
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SEDIMENT PIT
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SPECIFICATIONS
1. REFER TO THE APPROVED EROSION CONTROL PLAN FOR LOCATION OF THE OUTLET BEFORE
COMPLETING INSTALLATION OF THE SILT FENCE.
MAINTENANCE
1. INSPECT THE SEDIMENT FENCE OUTLET AFTER EACH SIGNIFICANT RAINFALL EVENT. REPAIR
ANY EROSION AND PIPING HOLES IMMEDIATELY.
2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH; A STAKE
SET AT THE CLEANOUT LEVEL IS HELPFUL.
3. CLEAN OR REPLACE STONE IF CLOGGED. REPLACE ANY STONE DISLODGED.
4. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, INSPECTED, AND APPROVED,
REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH SITE TO BLEND WITH
ADJOINING AREAS AND STABILIZE.
SFO SEDIMENT FENCE OUTLET DETAIL
NOT TO SCALE
PIPE OUTLET CONDITIONS
A
E OUTLET TO FLAT AREA
H NO DEFINED CHANNEL
IIN.)
PIPE OUTLET
TO WELL
DEFINED CHANNEL
a a
o_ 0%E � o_ 0%E
0 0 0 0 0 0 0 d/d
5
FILTER CL!0TH SECTION A -A FILTER CLOTH /
SECTION A -A KEY IN 6"-9"; RECOMMENDED KEY IN 6"-9"; RECOMMENDED
FOR ENTIRE PERIMETER FOR ENTIRE PERIMETER
NOTES:
1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS SHOWN ON TABLE
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES.
4. CLASS B RIP RAP
OUTLET PROTECTION MINIMUM DIMENSIONS
DESIGN FLOW (CFS)
Do (IN)
DEPTH (IN)
END WIDTH (FT)
LENGTH (FT)
0-10
15
15
9.25
8
30-35
24
15
22
20
OP OUTLET PROTECTION DETAIL
NOT TO SCALE
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REVISIONS
11.10.20 ADD 1
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
C9.1

STRUCTURAL BACKFILL
I
EARTH EMBANKMENT
i
80Z NON—WOVEN1
FABRIC AT BOTTOM
OF TRENCH
III
12" WASHED
SCREENINGS -
12" #57 STONE
EARTH EMBANKMENT
a 24" #4 STONE _
ORATED ADS N-12 OR EQUAL,
8" PERF
- — HDPE PIPE, PERFORATIONS TO BE 8" HOLES
4" APART IN ALTERNATING PATTERN
a 4�1 AROUND THE ENTIRE CIRCUMFERENCE
-7.0'
1 9.0
NOTES:
1. EACH INTERMEDIATE FILTER MATERIAL IS TO BE DUMP PLACED TO THE PROPER DEPTH.
2. ENSURE THAT DEPTH OF FILTER MATERIAL IS UNIFORM AT EACH LIFT.
ROCK DRAIN DETAIL
NOT TO SCALE
WASTE
PROPOSED GRADE
CLEAN STRUCTURAL BACKFILL
CONTRACTOR SHALL LAY r
BACK SLOPE TO ANGLE OF r
REPOSE IN ACCORDANCE WITH r
ALL OSHA SAFETY J r r
REGULATIONS AND IN J r r
ACCORDANCE WITH THE
SPECIFICATIONS r r
r�
�r r,
r r DEPTH VARIES
PROPOSED 8" P C SANITARY r
SEWER WITH T ACER WIRE r
(REPLACIN EXISTING r
SANITARY SEWER A D MATCH r
INVERTS) r
r
r r
r
r
WASTE r ' 3'— �3' -- r 3'
ENSURE CLEAN SOILS UNDERNEATH
UTILITY LINES � ORANGE COLORED IDENTIFICATION DEBT
---WASTE MATERIAL
NOTES:
1. CONTRACTOR SHALL EXCAVATE TRENCH TO PROPOSED DEPTH IF CLEAN SOILS ARE
ENCOUNTERED. IF CLEAN SOILS ARE NOT ENCOUNTERED AT DEPTH OF PIPE
CONTRACTOR SHALL EXCAVATE TO A DEPTH OF 3' BELOW BOTTOM OF PIPE, PLACE
AN ORANGE COLORED IDENTIFICATION FABRIC AND BACKFILL WITH CLEAN STRUCTURAL
BACKFILL.
UTILITY TRENCH DETAIL
NOT TO SCALE
CROSS SECTION
3
III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=
;»
I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I
I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I
�'
III—IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
11III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III
PTH
RIES
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III
III=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III=
r r r r r r r r r r r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r r r r r r r r r r r r
PTH
R I E S
r r r r r r r r r r r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r r r r r r r r r r r r
GRADE VARIES
WASTE CAP DETAIL
NOT TO SCALE
I� 6.0, - - 4.0' -I - 6.0,
LINE DIVERSION SWALES
AS NOTED ON SHEET C7.0 -
-VARIES
III
III III III
NOT TO SCALE
PERMANENT AND TEMPORARY SEEDING
�6" VEGETATIVE SUPPORT LAYER
--6" FILL CAP LAYER
ORANGE COLORED FABRIC
�6" FILL BASE LAYER
ADDITIONAL SOIL (DEPTH VARIES AS
NEEDED)
WASTE MATERIAL
(DEPTH VARIES)
3" GEOWEB WITH SOIL
INFILL. STAKE GEOWEB IN
PLACE USING
MANUFACTURER
RECOMMENDED STAKES
GRADE VARIES
BACKFILL DIVERSION SWALES WITH
CLEAN STRUCTURAL BACKFILL
AFTER WASTE REMOVAL
SWALE
DESIGN FLOW (CFS)
SLOPE
FT
EROSION CONTROLFT
PRODUCT
SOUTHERN
33.50
.0032
NORTH AMERICAN
GREEN SC150
NORTHERN
34.24
.0385
NORTH AMERICAN
GREEN SC250
PERIMETER SWALE DETAIL
NOT TO SCALE
FINISHED GRADE
4'
3 3
3 1 1 �1 12" CPP
=1 I 1 —
SPECIFICATIONS
A COMMON FAILURE OF SLOPE DRAINS IS CAUSED BY WATER SATURATING THE SOIL AND SEEPING ALONG THE PIPE. THIS CREATES
VOIDS FROM CONSOLIDATION AND PIPING AND CAUSES WASHOUTS. PROPER BACKFILLING AROUND AND UNDER THE PIPE "HAUNCHES"
WITH STABLE SOIL MATERIAL AND HAND COMPACTING IN 6-INCH LIFTS TO ACHIEVE FIRM CONTACT BETWEEN THE PIPE AND THE SOIL
AT ALL POINTS WILL ELIMINATE THIS TYPE OF FAILURE.
i��A_[y�y�i7���]:L\I►I,Y•]►1�1►1�]1,���1:7 3��>�Yi]Isi]:a�JI���K•]►�il�_[•�:��l�l��_�r�iZ•7_�:[•]►ly_1►1�7����%�:[•]►l,�y:[•��Jl►[•]►r::I��A_1►
2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET.
3. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT TO EXCEED 6 INCHES
4. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.
BERM TO ACHIEVE 1' OF
COVER ON TOP OF
SLOPE DRAIN AND MAT
UPSTREAM SIDE OF BERM
TO PROTECT AGAINST
EROSION
LONGITUDINAL SECTION
PROVIDE STAKES EACH SIDE @
10, 0. C.
5. ENSURE THAT ALL FILL MATERIAL IS WELL COMPACTED.
6. ADEQUATELY PROTECT THE DRAIN OUTLET FROM EROSION.
7. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN ONE FOOT ABOVE THE TOP OF THE PIPE AT EVERY POINT.
8. IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION.
2. 0'
• 1�I�I�1�-'1
DEARTH/WASTE MATERIAL
6" PERFORATED ADS N-12 N5 40Z STONE
NON—
OR EQUAL, HDPE PIPE TO GEOTEXTILE
TIE INTO 8" ROCK DRAIN
PIPE WITH TEE
GRAVEL DRAIN DETAIL
NOT TO SCALE
NOTES:
1. INSTALL GRAVEL DRAIN AS SHOWN ON C7.1.
FILL ANCHOR TRENCH
WITH STRUCTURAL FILL
L TRANSITION TO 18" CAP
5.0' MINI
H / —M —
i
—III I I I I1 I III— r
11 r r r 1 11 III
r r r 'DEPTH VARIES' r r r r r r r
r r r r
r r r r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r
r r r
3" FILL BASE LAYER
MANHOLE SET ABOVE
PROPOSED GRADE
CONNECT TO PROPOSED
MANHOLE
WASTE MATERIAL
(DEPTH VARIES)
SLOPE SIDE
H
L
NORTH
3
3
EAST
3
3
SOUTH
3
3
WEST
5
10
ANCHOR TRENCH DETAIL
NOT TO SCALE
3" GEOWEB WITH SOIL INFILL
ORANGE COLORED FABRIC
Y FILL BASE LAYER
WASTE CAP DETAIL (SLOPES >_ 3:1)
NOT TO SCALE
THOROUGHLY
TAMPED BACKFIL
CAREFULL
l COMPACTED SELEC
BACKFIL
O COMPACTE
GRANOLA
MATERIA
1/4 Bc
(6" MIN.)
MAINTENANCE
INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL, AND PROMPTLY MAKE NECESSARY REPAIRS. WHEN
THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALS DISPOSED OF
PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY.
SD SLOPE DRAIN DETAIL
SCALE: 1 /4" = V-0"
CLASS "B"
LOAD FACTOR = 1.9
PIPE BEDDING DETAIL
NOT TO SCALE
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REVISIONS
11.10.20 ADDII
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
ci 0.0

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
SELF -INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE
WITH THE TABLE BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE
THE SAFETY OF THE INSPECTION PERSONNELTO BE IN JEOPARDY, THE INSPECTION MAY
BE DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE
INSPECTION. IN ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER THAN 1.0
INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF -INSPECTION SHALL BE
PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANYTIME WHEN
INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD.
FREQUENCY
(DURING
INSPECT
NORMAL
INSPECTION RECORDS MUST INCLUDE:
BUSINESS
HOURS)
DAILY RAINFALL AMOUNTS.
IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE
(1) RAIN
DURING WEEKEND OR HOLIDAY PERIODS, AND NO
GAUGE
INDIVIDUAL -DAY RAINFALL INFORMATION IS AVAILABLE,
MAINTAINED
DAILY
RECORD THE CUMULATIVE RAIN MEASUREMENT FOR
IN GOOD
THOSE UN -ATTENDED DAYS (AND THIS WILL DETERMINE IF A
WORKING
SITE INSPECTION IS NEEDED). DAYS ON WHICH NO
ORDER
RAINFALL OCCURRED SHALL BE RECORDED AS "ZERO." THE
PERMITTEE MAY USE ANOTHER RAIN -MONITORING DEVICE
APPROVED BY THE DIVISION.
1. IDENTIFICATION OF THE MEASURES INSPECTED,
AT LEAST ONCE
2. DATE AND TIME OF THE INSPECTION,
PER 7
3. NAME OF THE PERSON PERFORMING THE INSPECTION,
CALENDAR DAYS
4. INDICATION OF WHETHER THE MEASURES WERE
(2) E&SC
AND WITHIN 24
MEASURES
HOURS OF A
OPERATING PROPERLY,
5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE
RAIN EVENT > 1.0
INCH IN 24
MEASURE,
HOURS
6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE
ACTIONS TAKEN.
1. IDENTIFICATION OF THE DISCHARGE OUTFALLS
AT LEAST ONCE
INSPECTED,
(3)
PER 7
2. DATE AND TIME OF THE INSPECTION,
STORMWATER
CALENDAR DAYS
3. NAME OF THE PERSON PERFORMING THE INSPECTION,
DISCHARGE
AND WITHIN 24
4. EVIDENCE OF INDICATORS OF STORMWATER POLLUTION
OUTFALLS
HOURS OF A
SUCH AS OIL SHEEN, FLOATING OR SUSPENDED SOLIDS OR
(SDOS)
RAIN EVENT > 1.0
DISCOLORATION,
INCH IN 24
5. INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE,
HOURS
6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE
ACTIONS TAKEN.
AT LEAST ONCE
IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE LIMITS,
PER 7
THEN A RECORD OF THE FOLLOWING SHALL BE MADE:
CALENDAR DAYS
1. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE
(4)
AND WITHIN 24
SEDIMENT THAT HAS LEFT THE SITE LIMITS,
PERIMETER
HOURS OF A
2. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE
OF SITE
RAIN EVENT > 1.0
ACTIONS TAKEN, AND
INCH IN 24
3. AN EXPLANATION AS TO THE ACTIONS TAKEN TO
HOURS
CONTROL FUTURE RELEASES.
IF THE STREAM OR WETLAND HAS INCREASED VISIBLE
(5)
AT LEAST ONCE
SEDIMENTATION OR A STREAM HAS VISIBLE INCREASED
STREAMS
PER 7
TURBIDITY FROM THE CONSTRUCTION ACTIVITY, THEN A
OR
CALENDAR DAYS
RECORD OF THE FOLLOWING SHALL BE MADE:
WETLANDS
AND WITHIN 24
1. DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE
ONSITE OR
HOURS OF A
ACTIONS TAKEN, AND
OFFSITE
RAIN EVENT > 1.0
2 RECORDS OF THE REQUIRED REPORTS TO THE
(WHERE
(WHERE
INCH IN 24
APPROPRIATE DIVISION REGIONAL OFFICE PER PART III,
ACCESSIBLE)
HOURS
SECTION C, ITEM (2)(A) OF THIS PERMIT.
1. THE PHASE OF GRADING (INSTALLATION OF PERIMETER
E&SC MEASURES, CLEARING AND GRUBBING, INSTALLATION
(6) GROUND
OF STORM DRAINAGE FACILITIES, COMPLETION OF ALL
(6)
STABILIZATION
LAND -DISTURBING ACTIVITY, CONSTRUCTION OR
GROUND
STABILIZATION
MEASURESAFTER
REDEVELOPMENT, PERMANENT GROUND COVER).
EACH PHASE OF
2. DOCUMENTATION THAT THE REQUIRED GROUND
MEASURES
GRADING
STABILIZATION MEASURES HAVE BEEN PROVIDED WITHIN
THE REQUIRED TIMEFRAME OR AN ASSURANCE THAT THEY
WILL BE PROVIDED AS SOON AS POSSIBLE.
NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY
INSPECTION REQUIREMENT.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC PLAN DOCUMENTATION
THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE.
THE APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER
THIS PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE KEPT ON SITE
AND AVAILABLE FOR INSPECTION AT ALL TIMES DURING NORMAL BUSINESS HOURS.
ITEM TO DOCUMENT
DOCUMENTATION REQUIREMENTS
(A) EACH E&SC MEASURE
HAS BEEN INSTALLED
INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE
AND DOES NOT
APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN
SIGNIFICANTLY DEVIATE
INSPECTION REPORT THAT LISTS EACH E&SC MEASURE
FROM THE LOCATIONS,
SHOWN ON THE APPROVED E&SC PLAN. THIS
DIMENSIONS AND
DOCUMENTATION IS REQUIRED UPON THE INITIAL
RELATIVE ELEVATIONS
INSTALLATION OF THE E&SC MEASURES OR IF THE E&SC
SHOWN ON THE
MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION.
APPROVED E&SC PLAN.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
(B) A PHASE OF GRADING
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
HAS BEEN COMPLETED.
INDICATE COMPLETION OF THE CONSTRUCTION PHASE.
C GROUND COVER IS
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
LOCATED AND INSTALLED
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
IN ACCORDANCE WITH
INDICATE COMPLIANCE WITH APPROVED GROUND COVER
THE APPROVED E&SC
SPECIFICATIONS.
PLAN.
(D) THE MAINTENANCE
AND REPAIR
REQUIREMENTS FOR ALL
COMPLETE, DATE AND SIGN AN INSPECTION REPORT.
E&SC MEASURES HAVE
BEEN PERFORMED.
(E) CORRECTIVE
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
ACTIONS HAVE BEEN
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
TAKEN TO E&SC
INDICATE THE COMPLETION OF THE CORRECTIVE ACTION.
MEASURES.
2. DOCUMENTATION TO BE RETAINED FOR THREE YEARS
ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE
MAINTAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE
AVAILABLE UPON REQUEST. [40 CFR 122.411
3. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE
IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE
KEPT ON THE SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS
HOURS, UNLESS THE DIVISION PROVIDES A SITE -SPECIFIC EXEMPTION BASED ON UNIQUE SITE
CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL:
(a) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS
RECEIVED.
(b) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE
PERMITTEE SHALL RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD
FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES
ALLTHE REQUIRED ELEMENTS. USE OF ELECTRONICALLY -AVAILABLE RECORDS IN LIEU
OF THE REQUIRED PAPER COPIES WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL
ACCESS AND UTILITY AS THE HARD -COPY RECORDS.
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
SEDIMENT BASINS AND TRAPS THAT RECEIVE RUNOFF FROM DRAINAGE AREAS OF ONE ACRE OR MORE SHALL USE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE
WHEN THESE DEVICES NEED TO BE DRAWN DOWN FOR MAINTENANCE OR CLOSE OUT UNLESS THIS IS INFEASIBLE. THE CIRCUMSTANCES IN WHICH IT IS NOT FEASIBLE TO WITHDRAW
WATER FROM THE SURFACE SHALL BE RARE (FOR EXAMPLE, TIMES WITH EXTENDED COLD WEATHER). NON -SURFACE WITHDRAWALS FROM SEDIMENT BASINS SHALL BE ALLOWED
ONLY WHEN ALL OF THE FOLLOWING CRITERIA HAVE BEEN MET:
(a) THE E&SC PLAN AUTHORITY HAS BEEN PROVIDED WITH DOCUMENTATION OF THE NON -SURFACE WITHDRAWAL AND THE SPECIFIC TIME PERIODS OR CONDITIONS IN WHICH IT
WILL OCCUR. THE NON -SURFACE WITHDRAWAL
SHALL NOT COMMENCE UNTIL THE E&SC PLAN AUTHORITY HAS APPROVED THESE ITEMS,
(b) THE NON -SURFACE WITHDRAWAL HAS BEEN REPORTED AS AN ANTICIPATED BYPASS IN ACCORDANCE WITH PART III, SECTION C, ITEM (2)(C) AND (D) OF THIS PERMIT,
(c) DEWATERING DISCHARGES ARE TREATED WITH CONTROLS TO MINIMIZE DISCHARGES OF POLLUTANTS FROM STORMWATER THAT IS REMOVED FROM THE SEDIMENT BASIN.
EXAMPLES OF APPROPRIATE CONTROLS INCLUDE PROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, AND FILTRATION SYSTEMS,
(d) VEGETATED, UPLAND AREAS OF THE SITES OR A PROPERLY DESIGNED STONE PAD IS USED TO THE EXTENT FEASIBLE AT THE OUTLET OF THE DEWATERING TREATMENT DEVICES
DESCRIBED IN ITEM (C) ABOVE,
(e) VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, AND RIPRAP ARE PROVIDED AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES, AND
(f) SEDIMENT REMOVED FROM THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE IS DISPOSED OF IN A MANNER THAT DOES NOT CAUSE DEPOSITION OF
SEDIMENT INTO WATERS OF THE UNITED STATES.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED
WASTE CONTAINERS.
2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G
DUMPSTER, TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND
DOMESTIC WASTES.
3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE
REASONABLY AVAILABLE.
4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL
AMOUNTS OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN
DIRECTLY TO A STORM DRAIN, STREAM OR WETLAND.
5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE
STORM EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR OR
REPLACE DAMAGED WASTE CONTAINERS.
6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF
HIGH WINDS.
7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP
IMMEDIATELY IF CONTAINERS OVERFLOW.
8. DISPOSE WASTE OFF -SITE AT AN APPROVED DISPOSAL FACILITY.
9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED
WASTE CONTAINERS.
HAZARDOUS AND TOXIC WASTE
1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON -SITE.
2. PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY
CONTAINMENT.
3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS
DIRECTLY ON THE GROUND.
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING
EXPOSED DURING CONSTRUCTION, SELECTING FROM THE NC DWR LIST OF
APPROVED PAMS/FLOCCULANTS.
2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT
CONTROL MEASURES.
3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR
LIST OFAPPROVED PAMS/FLOCCULANTS AND IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER
BEFORE DISCHARGING OFFSITE.
5. STORE FLOCCULANTS IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER
STORM -RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT
STRUCTURES.
EQUIPMENT AND VEHICLE MAINTENANCE
1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.
2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.
3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING
EQUIPMENT FROM THE PROJECT.
4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND
PROPERLY DISPOSE AS HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE).
5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM
SERVICE UNTIL THE PROBLEM HAS BEEN CORRECTED.
6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND
OTHER PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL CENTER
THAT HANDLES THESE MATERIALS.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. OCCURRENCES THAT MUST BE REPORTED
PERMITTEES SHALL REPORTTHE FOLLOWING OCCURRENCES:
(a) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND.
(b) OIL SPILLS IF:
• THEY ARE 25 GALLONS OR MORE,
• THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS,
• THEY CAUSE SHEEN ON SURFACE WATERS (REGARDLESS OF VOLUME), OR
• THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME).
(C) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER
SECTION 311 OF THE CLEAN WATER ACT (REF: 40 CFR 110.3 AND 40 CFR 117.3) OR
SECTION 102 OF CERCLA (REF: 40 CFR 302.4) OR G.S. 143-215.85.
(d) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES.
e NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER
HEALTH OR THE ENVIRONMENT.
2. REPORTING TIMEFRAMES AND OTHER REQUIREMENTS
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE
SHALL CONTACT THE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THE TIMEFRAMES
AND IN ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES
OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE REPORTED TO THE DEPARTMENT'S
ENVIRONMENTAL EMERGENCY CENTER PERSONNEL AT [phone].
REPORTING TIMEFRAMES (AFTER DISCOVERY) AND
OCCURRENCE
OTHER REQUIREMENT
WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A
DESCRIPTION OF THE SEDIMENT AND ACTIONS TAKEN TO ADDRESS
(A) VISIBLE
THE CAUSE OF THE DEPOSITION. DIVISION STAFF MAY WAIVE THE
SEDIMENT
REQUIREMENT FOR A WRITTEN REPORT ON A CASE -BY -CASE BASIS.
DEPOSITION IN
. IF THE STREAM IS NAMED ON THE NC 303(D) LIST AS IMPAIRED FOR
A STREAM OR
SEDIMENT -RELATED CAUSES, THE PERMITTEE MAY BE REQUIRED TO
WETLAND
PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLY MORE
STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL
REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE
FEDERAL OR STATE IMPAIRED -WATERS CONDITIONS.
(B) OIL SPILLS
AND RELEASE
OF HAZARDOUS
WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE
SUBSTANCES
NOTIFICATION SHALL INCLUDE INFORMATION ABOUT THE DATE,
PER ITEM
TIME, NATURE, VOLUME AND LOCATION OF THE SPILL OR RELEASE.
1(B)-(C) ABOVE
(C)
ANTICIPATED
A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE
BYPASSES [40
BYPASS, IFPOSSIBLE. THE REPORT SHALL INCLUDE AN EVALUATION
CFR
OF THE ANTICIPATED QUALITY AND EFFECT OF THE BYPASS.
122.41(M)(3)]
(D)
UNANTICIPATED
WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
BYPASSES [40
WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN
CFR
EVALUATION OF THE QUALITY AND EFFECT OF THE BYPASS.
122.41(M)(3)]
(E)
WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
NONCOMPLIANCE
WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A
WITH THE
DESCRIPTION OF THE NONCOMPLIANCE, AND ITS CAUSES; THE
CONDITIONS OF
PERIOD OF NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES,
THIS PERMIT
AND IF THE NONCOMPLIANCE HAS NOT BEEN CORRECTED, THE
THAT MAY
ANTICIPATED TIME NONCOMPLIANCE IS EXPECTED TO CONTINUE,
ENDANGER
AND STEPS TAKEN OR PLANNED TO REDUCE, ELIMINATE, AND
HEALTH OR THE
PREVENT REOCCURRENCE OF THE NONCOMPLIANCE. [40 CFR
ENVIRONMENT[40
122.41(L)(6).
CFR 122.41(L)(7)]
. DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN
REPORT ON A CASE -BY -CASE BASIS.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR
COMPLIANCE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the
construction activity being considered compliant with the Ground Stabilization and
Materials Handling sections of the NCG01 Construction General Permit (Sections E
and F, respectively). The permittee shall comply with the Erosion and Sediment
Control plan approved by the delegated authority having jurisdiction. All details and
specifications shown on this sheet may not apply depending on site conditions and
p Y ppY p g
the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION TIMEFRAMES
STABILIZE WITHIN
SITE AREA
THIS MANY
CALENDAR DAYS
TIMEFRAME VARIATIONS
DESCRIPTION
AFTER CEASING
LAND DISTURBANCE
(A) PERIMETER
DIKES, SWALES,
7
NONE
DITCHES, AND
PERIMETER SLOPES
(B) HIGH QUALITY
WATER (HQW)
7
NONE
ZONES
(C) SLOPES
IF SLOPES ARE 10' OF LESS IN LENGTH AND ARE
STEEPER THAN 3:1
7
NOTE STEEPER THAN 2:1, 14 DAYS ALLOWED
-7 DAYS FOR SLOPES GREATER THAN 50' IN
(D) SLOPES 3:1 TO
LENGTH AND WITH SLOPES STEEPER THAN 4:1
14
-7 DAYS FOR PERIMETER DIKES, SWALES,
4:1
DITCHES, PERIMETER SLOPES AND HQW ZONES
-10 DAYS FOR FALLS LAKE WATERSHED
-7 DAYS FOR PERIMETER DIKES, SWALES,
(E) AREAS WITH
DITCHES, PERIMETER SLOPES, AND HQW ZONES
SLOPES FLATTER
14
-10 DAYS FOR LAKE WATERSHED UNLESS THERE
THAN 4:1
IS ZERO SLOPE
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES ANY AREAS
WITH TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT
GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90
CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND
STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE
AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION IS
ACHIEVED.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of
the techniques in the table below:
TEMPORARY SEEDING
PERMANENT STABILIZATION
. PERMANENT GRASS SEED COVERED
WITH STRAW OR OTHER MULCHES
AND TACKIFIERS
. GEOTEXTILE FABRICS SUCH AS
TEMPORARY GRASS SEED COVERED
PERMANENT SOIL REINFORCEMENT
WITH STRAW OR OTHER MULCHES
MATTING
AND TACKIFIERS
HYDROSEEDING
HYDROSEEDING
SHRUBS OR OTHER PERMANENT
ROLLED EROSION CONTROL
PLANTINGS COVERED WITH MULCH
PRODUCTS WITH OR WITHOUT
. UNIFORM AND EVENLY DISTRIBUTED
TEMPORARY GRASS SEED
GROUND COVER SUFFICIENT TO
. APPROPRIATELY APPLIED STRAW OR
RESTRAIN EROSION
OTHER MULCH
. STRUCTURAL METHODS SUCH AS
PLASTIC SHEETING
CONCRETE, ASPHALT OR RETAINING
WALLS
. ROLLED EROSION CONTROL
PRODUCTS WITH GRASS SEED
CONCRETE WASHOUTS
PAINT AND OTHER LIQUID WASTE
1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS,
STREAMS OR WETLANDS.
2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE
REASONABLY AVAILABLE.
3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA.
4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR
THE NEEDS OF SITE.
5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER
LIQUID WASTES FROM CONSTRUCTION SITES.
EARTHEN STOCKPILE MANAGEMENT
1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN -MATERIAL
STOCKPILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS,
SEDIMENT BASINS, PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS
UNLESS IT CAN BE SHOWN NO OTHER ALTERNATIVES ARE REASONABLY
AVAILABLE.
2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH
A MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE.
3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET
AND IN ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL
REQUIREMENTS. SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL
OR CHEMICAL COVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED
EROSION ON DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL
NEEDS.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN
ACCORDANCE WITH LABEL RESTRICTIONS.
2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL
CONTAINERS WITH THE LABEL, WHICH LISTS DIRECTIONS FOR USE,
INGREDIENTS AND FIRST AID STEPS IN CASE OF ACCIDENTAL POISONING.
3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE
FLOODING IS POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO WELLS,
STORMWATER DRAINS, GROUND WATER OR SURFACE WATER. IF A SPILL
OCCURS, CLEAN AREA IMMEDIATELY.
4. DO NOT STOCKPILE THESE MATERIALS ONSITE.
PORTABLE TOILETS
1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY
FROM STORM DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO
ALTERNATIVE REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT
ATTAINABLE, PROVIDE RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE
OR PLACE ON A GRAVEL PAD AND SURROUND WITH SAND BAGS.
2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS
OF HIGH WINDS OR IN HIGH FOOT TRAFFIC AREAS.
3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY
LEAKED MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO
REMOVE LEAKING PORTABLE TOILETS AND REPLACE WITH PROPERLY
OPERATING UNIT.
1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.
2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY.
3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER
AND WITHIN LOT PERIMETER SILT FENCE.
4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR
APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE NOT AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS
PROVIDED ON THIS DETAIL.
5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE
PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY
AVAILABLE. AT A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO THE WASHOUT WHICH COULD RECEIVE SPILLS OR OVERFLOW.
7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A STONE ENTRANCE PAD IN FRONT OF THE WASHOUT. ADDITIONAL CONTROLS MAY BE
REQUIRED BY THE APPROVING AUTHORITY.
8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS
LOCATION.
9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARY
STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.
10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND DISPOSE OF IN AN APPROVED DISPOSAL FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE
ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
A
D o
O
SANDBAGS (TYP.)
O O C
O
O
OR STAPLES
0
SILT FENCE SIDE SLOP
O<
0
(TYP.)
U 0
CD
0
I`
A
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10'
HIGH
MIN
SANDBAGS (TYP.)
COHESIVE &
LOW FILTRATION
B
OR STAPLESHIGH
SOIL BERM
10 MIL
COHESIVE &
CD
CD
CD
PLASTIC
TION
10 MIL
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0
SIDELINING
SLOP
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SOIL BERM
OR STAPLES
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SECTION B-B
CD
B
SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO
BE CLEARY MARKED WITH SIGNAGE NOTING
DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP.)
NOTES:
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
2. THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT
STRUCTURE
NOT TO SCALE
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REVISIONS
11.10.20 ADD 1
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
10.7.20
PROJECT NUMBER:
18110122-05
C11.0

August 2, 2017
North Carolina Department of Environmental Quality
Division of Waste Management, Pre -Regulatory Landfill Unit
1646 Mail Service Center
Raleigh, North Carolina 27699
Attn: Mr. Matt Aufinan
Project Manager
Re: Wetland Delineation Letter Report
Reynold's School Road
262 Reynold's School Road
Canton, Haywood County, NC
ID # NONCD0000813
Task Order 813DP-6
Dear Mr. Aufman:
On April 27, 2017, URS Corporation — North Carolina (URS) completed delineations of a wetland area and
an unnamed tributary of Pigeon River on the Reynold's School (site) property, located at 262 Reynold's
School Road in Canton, North Carolina.
URS' Professional Wetland Scientist (PWS) compiled a preliminary jurisdictional determination (JD)
package for submission to the United States Army Corps of Engineers (USACE). This package included
USACE's preliminary jurisdictional determination (JD) form, supporting data, a site map with areal extents
of wetland areas and stream features, and GPS coordinates. The JD package was submitted on June 9, 2017,
to the USACE Asheville office and is attached to this letter report.
URS met with Dave Brown of the USACE on July 7, 2017, to field verify the wetland delineation. Mr.
Brown confirmed the delineation boundary and subsequently issued a preliminary JD for the project
(attached).
If you have any questions or require additional information, please do not hesitate to contact Carlin Slusher
at 919-461-1341 or Margaret Ness at 919-461-1423.
Sincerely,
URS CORPORATION — NORTH CAROLINA
Carlin Slusher
Project Manager
Attached: Preliminary JD Package Submittal to USACE
Preliminary JD Notification from USACE
URS Corporation — North Carolina
1600 Perimeter Park Drive, Suite 400
Morrisville, North Carolina 27560
[phone] Phone
[phone] Fax

June 9, 2017
Mr. David Brown
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Re: Reynolds School Landfill Project
Canton, Haywood County, North Carolina
Dear Mr. Brown:
On behalf of NCDEQ, Division of Waste Management, Pre -Regulatory Landfill Unit, URS
would like to request a preliminary JD confirmation for an approximately 6.4-acre property
located in Canton, Haywood County, North Carolina. NCDEQ is investigating the potential for
remediation efforts at an undocumented landfill located within this property. Enclosed for your
use is a Preliminary JD request form with supporting documentation.
Please contact me at [phone] or [e-mail] if you would like to conduct
a field visit to evaluate this JD request, or if you should have any questions regarding the
enclosed information.
Sincerely,
URS Corporation — North Carolina
1
A aJr
Charles E. Benton, PWS
Senior Environmental Scientist
cc: Ms. Analee Thornburg, NCDEQ
Mr. Jason Kam, NCDEQ
Ms. Carlin Slusher, URS
URS Corporation — North Carolina
1600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560
Tel: [phone]
Fax: [phone]
www.urscorp.com

tvw4e &hl, Iriga-Inle") !
ACCESS AUTHORIZATION
Reynold's School Road
ID# NONCDO000813
William McDowell
262 Reynold's School Road
Canton, Haywood County
MICHAEL S. REGAN
Secretary
MICHAEL SCOTT
Director
This Site Access Authorization is to allow the U.S. Army Corps of Engineers to conduct ajurisdictional
determination on a certain property located at 262 Reynold's School Road, Canton, Haywood County, North
Carolina (PlN# 8666-28-0297) and;
Provide results of the study to the North Carolina Department of Environment and Natural Resources,
Division of Waste Management, Superfund Section, Inactive Hazardous Sites Branch and the assigned firm
under contract, �ile State of North Carolina.
Signature
Name (Print) Title
Date
Return to: Matt Aufman, Engineer
Pre -Regulatory Landfill Unit
Inactive Hazardous Sites Branch, NC Superfund Section
1646 Mail Service Center
Raleigh, NC 27699-1646
State of North Carolina I Environmental Quality I Waste Management
1646 Mail Service Center 1217 West Jones Street I Raleigh, NC 27699-1646
919 707 8200

Jurisdictional Determination Request
M
US Army Carps
a# Engineers
Wilmmg[on ❑istrio[
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: hqp://www.saw.usace.army.mil/Missions/Re_ul�atoryPermitProgram.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address
City, State:
County:
Directions:
Reynolds School Rd
Canton, NC
Haywood
From US-23 head east, turn right onto Pisgah Dr, continue straight onto
Holtzclaw St, turn right and follow Reynolds School Rd until it dead ends.
Parcel Index Number(s) (PIN):
B. REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address t
8666-28-0297
Mr. Charles Benton
701 Corporate Center Dr. STE 475 Raleigh, NC 27607
919-854-6250
[e-mail]
Select one:
❑ I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: William McDowell
Mailing Address: 3221 Lamirda Ave
Las Vegas, NV 89120
Telephone Number:
Electronic Mail Address3:
❑ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner (please print) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
I am requesting that the Corps provide a preliminarX JD for the property identified herein.
This request does include a delineation.
❑� I am requesting that the Corps provide a preliminarX JD for the property identified herein.
This request does NOT include a delineation.
❑ I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS 5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQUESTS
❑� Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
❑✓ Size of Property or Project Area 6.4 acres
_ ✓V I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Form.
�✓ Project Coordinates: 35.526083 Latitude-82.825483 Longitude
Maps (no larger than l lxl7) with Project Boundary Overlay:
❑� Large and small scale maps that depict, at minimum: streets, intersections, towns
�✓ Aerial Photography of the project area
�✓ USGS Topographic Map
❑✓ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page S

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑� Wetland Data Sheets
Tributaries:
❑� USACE Assessment Forms
Other Assessment Forms ❑✓ Upland Data Sheets
(when appropriate)
❑✓ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than l lxl7) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/document library/get file?uuid=76f3cs8b-dab8-4960-ba43-4Sb7faf06f4c&groupld=38364 and,
http://www.saw.usace.army.mil/Portals/S9/docs/regulatory/publicnatices/2013/NCSAM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
L REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard -
copy submittals include at least one original Plat to scale) that is no larger than 11"x17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"x17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
Must be sealed and signed by a licensed professional land surveyor
Must be to scale (all maps must include both a graphic scale and a verbal scale)
Must be legible
Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
Must clearly depict surveyed property or project boundaries
Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
❑ When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
❑ all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ Must include the location of wetland data points and/or tributary assessment
reaches
❑ Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
❑ When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
❑ When uplands may present within a depicted Jurisdictional Boundary
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
❑ include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Charles Benton, PWS - URS - 701 Corporate Center Dr, STE 475, Raleigh, NC 27607 (Applicant agent)
Matt Aufman, NCDEQ Waste Management, Pre -Regulatory Landfill Unit 1646 Mail Service Center Raleigh, North Carolina 27699 (Applicant)
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Reynolds School Rd Pre -Regulatory Landfill
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: Haywood county City: Canton, NC
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.526083 ON" Long.-82.825483 OW.
Universal Transverse Mercator:
Name of nearest waterbody: Pigeon River
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
76.9 linear feet: 5 width (ft) and/or acres.
Cowardin Class: R4UB
Stream Flow: Intermittent
Wetlands: 0.05 acres.
Cowardin Class: PEM
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: N/A
Non -Tidal: NSA
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
THAT
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
❑� Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: See attached figures
❑✓ Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
❑Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
USGS 8 and 12 digit HUC maps
U.S. Geological Survey map(s). Cite scale & quad name: 7.5' Canton, NC
USDA Natural Resources Conservation Service Soil Survey.
Citation: Haywood County Soil Survey 1997
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: ❑✓ Aerial (Name & Date):
✓❑ Other (Name & Date): Field photos from April 2017
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):
or
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative orjudicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
3

This preliminary JD finds that there "maybe" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
4

Attachment A
Figures

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CO
Rd tij
q, Kims Cove
URS
Reynold's School Road
Background Assessment
Haywood County, NC
Legend
Study Area
Approximate project
coordinates
Lat: 35.526083
Long: -82.825483
N
00000::� Feet
0 500 1,000
A*IW
rm Haywood
County
French Broad River Basin
HUC 06010106
Figure 1
Project Vicinity
May 2017
NAD83 NC StatePlane
This map is for reference only.

URS
Reynold's School Road
Background Assessment
Haywood County, NC
Legend
Study Area
N
Feet
0 50 100
681�lw
Haywood
County
French Broad River Basin
HUC 06010106
Figure 2
Orthoimagery
May 2017
NAD83 NC StatePlane
This map is for reference only.

U&S
Reynold's School Road
Background Assessment
Haywood County, NC
Legend
Study Area
Source: USGS 7.5' Topo Quad
for Canton, NC 2016
N
Feet
0 125 250
Haywood
County
French Broad River Basin
HUC 06010106
Figure 3
USGS 7.5' Topo Quad
May 2017
NAD83 NC StatePlane
This map is for reference only.

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NC OneMap, NC Center fbr a gr phi IIII ti n n n ,y I , NC 91f1 B r
Ulm
Reynold's School Road
Background Assessment
Haywood County, NC
Legend
Study Area
Source: NRCS Soil Survey for
Haywood County, NC 1997
N
Feet
0 125 250
681�lw
r Haywood
County
French Broad River Basin
HUC 06010106
Figure 4
NRCS Soil Survey
May 2017
NAD83 NC StatePlane
This map is for reference only-

URS
Reynold's School Road
Background Assessment
Haywood County, NC
Legend
Study Area
o Flagpoints (15)
PEM Wetland
Intermittent Stream
Ditch
= Culvert
N
Feet
0 50 100
- anton j
Holtzclaw Rd p
c
a
0
,,.0
m
-Haywood
County
French Broad River Basin
HUC 06010106
Figure 5
WOUS Map
May 2017
NAD83 NC StatePlane
This map is for reference only.

Attachment B
Wetland and Stream Forms

SA - UT to Pigeon River
NC DWQ Stream Identification Form Version 4.11
Date: 4/28/2017
Project/Site: Reynold's School Road
Latitude: 35.526566
Evaluator: C. Benton/ URS
County: Haywood
Longitude:-82.826109
Total Paints:
Stream Determination circle one)
Other
Stream is at least intermittent 26
Ephemeral Intermittent Perennial
e.g. Quad Name: Canton
if ? 19 or perrennial if a 30*
A. Geomorphology (Subtotal = 14 )
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
0
3
2. Sinuosity of channel along thalweg
0
1
0
3
3. In -channel structure: ex. riffle -pool, step -pool,
sequence
0
1
0
3
-ripple-pool
4. Particle size of stream substrate
0
0
2
3
5. Active/relict floodplain
0
0
2
3
6. Depositional bars or benches
0
0
2
3
7. Recent alluvial deposits
0
0
2
3
8. Headcuts
0
1
0
3
9. Grade control
0
0.5
0
1.5
10. Natural valley
0
0.5
0
1.5
11. Second or greater order channel
No = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 8 )
12. Presence of Baseflow
0
0
2
3
13. Iron oxidizing bacteria
0
1
0
3
14. Leaf litter
1.5
0
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16.Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
es = 3
C. Biology (Subtotal = 4
18. Fibrous roots in streambed
3
2
0
0
19, Rooted upland plants in streambed
3
0
1
0
20. Macrobenthos (note diversity and abundance)
0
0
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
®
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: Small, intermittent stream that
has possible connection to wetland
WA via a culvert. Large amounts
of iron oxidizing
bacteria.
Sketch:

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Reynold's School Road City/County: Haywood Sampling Date: 4/28/2017
Applicant/Ownec NCDEQ State: NC Sampling Point: WA -up
Investigator(s): C. Benton/ URS Section, Township, Range:
Landform (hillslope, terrace, etc.): Hillside Local relief (concave, convex, none): Convex Slope (%): 0-5
Subregion (LRR or MLRA): LRR N MLRA 130B Lat: 35.526501 Long:-82.825031 Datum: WGS84
Soil Map Unit Name: DuC- Dillsboro-Urban land complex, 2to 15 percent slopes NWI classification: Upland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes x No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No x Is the Sampled Area
Hydric Soil Present? Yes No x within a Wetland? Yes No x
Wetland Hydrology Present? Yes No x
Remarks:
Upland point adjacent to WA. Soils are significantly disturbed due to past land use
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
! Drainage Patterns (610)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (139)
_ Microtopographie Relief (D4)
Aquatic Fauna (B13)
_ FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
x Depth (inches):
Water Table Present? Yes No
x Depth (inches):
Saturation Present? Yes No
x Depth (inches):
Wetland
Hydrology Present? Yes No x
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point:WA-up
Absolute
Dominant Indicator
Tree Stratum (Plot Size: )
% Cover
Species?
Status
1. Prunus serotina, Black Cherry
40
Yes
FACU
2. Pyrus calleryana, Bradford Pear
30
Yes
FACU
3. Picea abies, Norway Spruce
20
Yes
FACU
4.
6
90 = Total Cover
50% of total cover: 45
20% of total cover:
18
Sapling Stratum (Plot size: )
1. Cornus florida, Flowering Dogwood
15 Yes
FACU
2. Prunus serotina, Black Cherry
5 Yes
FACU
3.
4.
6.
20 = Total Cover
50% of total cover: 10
20% of total cover:
4
Shrub Stratum (Plot size: )
1.
2.
3.
4.
5
6.
0 = Total Cover
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant
Species Across All Strata: 8 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 25.0% (AIB)
Prevalence Index worksheet:
Total % Cover of:
Multiply
bv',
OBL species 0
x 1 =
0
FACW species 0
x 2 =
0
FAC species 20
x 3 =
60
FACU species 90
x 4 =
360
UPL species 115
x 5 =
575
Column Totals: 225
(A)
995 (B)
Prevalence Index = BIA = 4.42
1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is s3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
50% of total cover: 0 20% of total cover: 0 Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size: ) approximately 20 ft (6 m) or more in height and 3 in.
1. Stellaria media, Common Chickweed 70 Yes UPL (7.6 cm) or larger in diameter at breast height (DBH).
2. Polystichum acrostichoides, Christmas Fern 5
3.
4.
6.
7.
9.
10.
11.
No FACU Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
75 = Total Cover
50% of total cover: 37.5 20% of total cover: 15
Woody Vine Stratum (Plot size: }
1. Lonicera japonica, Japanese Honeysuckle 10 Yes FAC
2.Toxicodendron radicans, Eastern Poison Ivv 10 Yes FAC
3.
4.
5.
20 = Total Cover
50% of total cover: 10 20% of total cover: 4
Remarks: (Include photo numbers here or on a separate sheet.)
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes No x
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point:wA-up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist % Type Loc Texture Remarks
0-12+ 10YR 3/6 100%
'Type: C=Concentration, D=
Hydric Soil Indicators:
_ Histosol(A1)
Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
Soils significantly disturbed
Sandy loam
RWReduced Matrix, MS=Masked Sand Grains. ZLocation: PL=Pore Lining, WMatrix.
Indicators for Problematic Hydric
Dark Surface (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
_ Red Parent Material (F21) (MLRA 127, 147)
_ 2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Reynold's School Road City/County: Haywood Sampling Date: 4/28/2017
Applicant/Ownec NCDEQ State: NC Sampling Point: WA -wet
Investigator(s): C. Benton/ URS Section, Township, Range:
Landform (hillslope, terrace, etc.): Depression/Seep Local relief (concave, convex, none): Concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR N MLRA 130B Lat: 35.526624 Long:-82.825506 Datum: WGS84
Soil Map Unit Name: DuC - Dillsboro-Urban land complex, 2 to 15 percent slopes NWI classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes x No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes No x within a Wetland? Yes x No
Wetland Hydrology Present? Yes x No
Remarks:
Wetland originating from seep/headwater. DA connects WA to SA. Study area located in a pre-existing landfill.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (136)
x Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
! Drainage Patterns (1310)
x Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
x Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7)
x Shallow Aquitard (D3)
_ Water -Stained Leaves (139)
_ MicrotopographiC Relief (D4)
Aquatic Fauna (B13)
x FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes x No
Depth (inches): 2
Water Table Present? Yes No
x Depth (inches):
Saturation Present? Yes x No
Depth (inches): 0
Wetland
Hydrology Present? Yes x No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point:WA-wet
Absolute Dominant Indicator
Tree Stratum (Plot size: ) % Cover Species? Status
1. Salix nigra, Black Willow 30 Yes OBL
2. Acer negundo, Ash -Leaf Maple 5 No FAC
4.
6
35 = Total Cover
50% of total cover: 17.5 20% of total cover: 7
Sapling Stratum (Plot size: )
1. Salix nigra, Black Willow 15 Yes OBL
3.
4.
6.
15
= Total Cover
50% of total cover: 7.5 20% of total cover: 3
Shrub Stratum (Plot size:
)
1. Rubus sp., Blackberry
5
Yes FAC
2. Salix nigra, Black Willow
5
Yes OBL
3.
4.
5
6.
10
= Total Cover
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 6 (A)
Total Number of Dominant
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (AfB)
Prevalence Index worksheet:
Total % Cover of:
Multiply
by
OBL species so
x 1 =
50
FACW species 35
x 2 =
70
FAC species 55
x 3 =
165
FACU species 0
x 4 = 0
UPL species 0
x 5 =
0
Column Totals: 140
(A)
285 (B)
Prevalence Index = BIA = 2.04
1 - Rapid Test for Hydrophytic Vegetation
x 2 - Dominance Test is >50%
x 3 - Prevalence Index is s3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
50% of total cover: 5 20% of total cover: 2 Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size: ) approximately 20 ft (6 m) or more in height and 3 in.
1. Gramineae spp., Grasses 40 Yes FAC (7.6 cm) or larger in diameter at breast height (DBH).
2. Solidago sp., Goldenrod
20
Yes
FACW
3, Impatiens capensis, Spotted Touch -Me -Not
10
No
FACW
4. Juncus effusus, Lamp Rush
5
No
FACW
5. Mollugo cerviana, Thread -Stem Carpetweed
5
No
FAC
6.
7.
9.
10.
11.
80 = Total Cover
50% of total cover: 40 20% of total cover: 16
Woody Vine Stratum (Plot size: }
1.
3.
4.
5.
0 = Total Cover
50% of total cover: 0 20% of total cover: 0
Remarks: (Include photo numbers here or on a separate sheet.)
Sapling - woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes x No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point:wA-wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist)_ % Type Loc Texture Remarks
0-12+ 2.5YR4/4 95% 10YR5/8 5% C M silty clay loam Silica present
'Type: C=Concentration, D=
Hydric Soil Indicators:
_ Histosol(A1)
Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
RWReduced Matrix, MS=Masked Sand
ZLocation: PL=Pore Lining, WMatrix.
Indicators for Problematic Hydric Sc
Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Loamy Gleyed Matrix (F2)
, Piedmont Floodplain Solis (F19)
_ Depleted Matrix (F3)
(MLRA 136, 147)
Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122) 3indicators of hydrophytic vegetation and
_ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
_ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Hydric Soil Present? Yes No x
Soils are significantly disturbed with excess amounts of silt from erosion. The soils were expected to be hydric had they not been significantly
altered due to past land use.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

Attachment C
Representative Photographs

Reynold's School Road
Haywood County
Reynold's School Road
Haywood County, North Carolina
North Carolina Department of
Environmental Quality
Division of Waste Management,
Pre -Regulatory Landfill Unit
1. View looking east at WA, wetland data point.
2. View looking northwest at WA, upland data point.
North Carolina Department of Environmental Quality
3. View looking east at SA.

Reynold's School Road
Haywood County
View looking southwest at culvert in SA.
5. View looking southwest at DA.
North Carolina Department of Environmental Quality
2

Attachment D
Flag Point Locations

Reynold's School Rd
Flag Point Locations
.• ID
SA-RB-I
Latitude.
35.52657653
. •
-82.82621814
SA-RB-2
35.52656712
-82.8261372
SA-RB-3
35.52656641
-82.82609486
SA-RB-4
35.52653797
-82.82584217
SA-RB-5
35.5265091
-82.82579932
DA-1
35.52654068
-82.82578084
DA-2
35.52656518
-82.82570709
DA-3
35.52658321
-82.8256471
DA-4
35.52660694
-82.82556805
WA-1
35.52658546
-82.82548683
WA-2
35.52661218
-82.82536535
WA-3
35.52669812
-82.82535818
WA-4
35.52670569
-82.8254666
WA-5
35.52672621
-82.82556518
WA-6
35.52662472
-82.8255558
NCDEQ — Waste Management Canton, North Carolina

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: SAW-2016-00774 County: Haywood U.S.G.S. Quad: Canton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: William McDowell
Address: 3221 Lamirda Avenue
Las Vesas, Nevada 89120
Size (acres): 6_5 Nearest Town: Canton
Nearest Waterway: UT Pigeon River Coordinates: 35.52614 N, 82.82589 W
River Basin/ HUC: Pigeon (06010106)
Location description: The site is located on a tract of land (PIN 8666-28-0297) known as the former Reynolds
School at the end Reynolds School Road in Canton, Haywood County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat
all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely
an effective presumption ofCWA/RHA jurisdiction overall of the waters, including wetlands, at the project area,
which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have
the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the
Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements
of Section. 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33
USG § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years fi•om the date of this notification.
_ We recommend you have the waters of the U.S, on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation
that can be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.

_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years froin the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USG 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact David Brown at
828-271-7980, ext. 4232 or [e-mail].
C. Basis for Determination:
See attached preliminary jurisdictional determination form.
D. Remarks:
The potential waters of the U.S., at this site, were verified on -site by the Corps on July 7, 2017 and are as approximately
depicted on the attached Figure 5 WOUS Map (May 2017) submitted by URS/AECOM.
E. Attention. USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate
participation in USDA programs, you should request a certified wetland determination from the local office of the
Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to
this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you
will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. 1f you request to appeal
this determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria
for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the
NAP. Should you decide to submit an RFA form, it must be received at the above address by NIA (Preliminary -JD).
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**

Corps Regulatory Officia .
David Brown
Issue Date of JD: July 12, 2017 Expiration Date: N/A Preliminary JD
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue
to do so, please complete our Customer Satisfaction Survey, located online at
hgp:HcorpsmUu.usace.army.mil/em_apex/f?p=136:4:0.
Copy furnished:
NCDEQ — Pre -Regulatory Landfill Unit, Matt Aufman, 1646 Mail Service Center, Raleigh, NC 27699-1646
AECOM, Charles Benton, 701 Corporate Center Drive, Suite 475, Raleigh, NC 27607

BLANK PAGE

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR, PEAL
Applicant:
William McDowell File Number: SAW-2016-00774 Date: July 12, 2017
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal, of the above decision.
Additional information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegglatgZProgramandPermits.asox or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (.LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer, This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD.
The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps
district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD.

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REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record
of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the
administrative record. Neither the appellant nor the Corps may add. new information or analyses to the record. However, you may
provide additional information to clarify the location of information that is already in the administrative record.
� v
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David Brown
CESAD-PDO
151 Patton Avenue, Room 208
U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006
60 Forsyth Street, Room I OM15
828-271-7980, ext. 4232
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi ations.
date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: David Brown, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M1S, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (JD) FORM
U.S. Army Corps of Engineers
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JD: July 12, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
William McDowell
3221 Lamirda Avenue
Las Vegas, Nevada 89120
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
CESAW-RG-A, SAW-2016-00774, Reynolds School Road Landfill
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
The site is located on a tract of land (PIN 8666-28-0297) known as the former Reynolds School at the end Reynolds
School Road in Canton, Haywood County, North Carolina.
State: NC County/parish/borough: Haywood City: Canton
Center coordinates of site (lat/long in degree decimal format): 35.52614 N, 82.82589 W
Universal Transverse Mercator: N/A
Name of nearestwaterbody: UT Pigeon River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: July 12, 20I7
Field Determination. Date(s): July 7, 2017
Use the table below to document aquatic resources and/or aquatic resources at different sites
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION
Centered Coordinates
Estimated Amount of
Geographic
(decimal degrees)
Aquatic Resource in
Authority to Which
Review Area
Type of Aquatic
Aquatic Resource
Site Number
Latitude Longitude
(linear feet or acre)
Resources
"May Be" Subject
SA
Wetland
Z Section 404
(UT Pigeon River)
35.52655
-82.82612
76.9
Non -wetland Waters
[] Section 10/404
Wetland
Section 404
WA
35,52659
-82,82544
0.05
ED Non -wetland Waters
Section 10/404
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requester of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN),
or requests verification for a non -reporting NWP or other general permit, and the permit applicant
has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the
permit applicant has elected to seek a permit authorization based on a PJD, which does not make
an official determination of jurisdictional aquatic resources; (2) the applicant has the option to
request an AJD before accepting the terms and conditions of the permit authorization, and that

basing a permit authorization on an AJD could possibly result in less compensatory mitigation
being required or different special conditions; (3) the applicant has the right to request an individual
permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with
all the terms and conditions of that permit, including whatever mitigation requirements the Corps
has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit
authorization without requesting an AJD constitutes the applicant's acceptance of the use of the
PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or
undertaking any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by that
activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any
administrative orjudicial compliance or enforcement action, or in any administrative appeal or in
any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will
be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources in the
review area, or to provide an official delineation of jurisdictional aquatic resources in the review
area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD
finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA
Data reviewed for preliminary JD (check all that apply) - Checked items should be included in subject file.
Appropriately reference sources below where indicated for all checked items:
0 Maps, plans, plots or plat submitted by or on behalf of preliminary JD requester: URS/AECOM
Z Data sheets prepared/submitted by or on behalf of preliminary JD requester. URS/AECOM
® Office concurs with data sheets/delineation report. (per edits based upon on -site field verification, July 7,
2017)
❑ Office does not concur with data sheets/delineation report. Rational:
El Data sheets prepared by the Corps:
El Corps navigable waters' study:
U.S. Geological Survey (USGS) Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS S and 12 digit HUC maps.
Z USGS map(s). Cite scale & quad name: Canton.
Natural Resources Conservation Service (MRCS) Soil Survey.
Citation: Haywood County, NC
r-y National wetlands inventory (NWI) map(s). Cite name:
El State/Local wetland inventory map(s):
El Federal Emergency Management Agency (FEMA) / .Flood Insurance Rate Map (FIRM) maps:
0 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
El Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
k. Previous deterrnination(s). File no. and date of response letter:
ED Applicable/supporting scientific literature:
Z Other information (please specify): The site contains wetlands as determined by the 1987 Carps of Engineers Wetland
Delineation Manual and the Regional Supplement to the Corps of Engineers Wetlands Delineation Manual. Eastern
Mountain and Piedmont Region, Version 2.0. These wetlands are contiguous and flow directly into associated streams
which flow indirectly into TNWs. Wetland hydrology is enhanced with an abutting stream via normal down gradient
flows and periods of high water. The wetlands abut a stream channel, UT Pigeon River, located on the property that
exhibit indicators of ordinary high water marks (OWHM).

The stream on the property is a UT Pigeon River which exhibit indicators OHWM including developed bed and bank,
scour, presence of litter and debris, sediment sorting and deposition, and leaf litter washed away. The UT Pigeon
River flows into the Pigeon River, a traditional navigable river, which flows into the French Broad River. The French
Broad River merges with the Holston River to form the Tennessee River. The Tennessee River flows into the Ohio
River then to the Mississippi River before entering the Gulf of Mexico.
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and
should not be relied upon for later jurisdictional determinations.
i
David Brown, July 12, 2017
Signature and date of Regulatory
staff member completing
preliminary JD
William McDowell
OR
NCDEQ — Pre -Regulatory Landfill Unit 1 Matt
Aufman or other NCDEQ representative (per Agent
Authorization)
Signature and date of person requesting
preliminary JD (REQUIRED, unless obtaining the
signature is impracticable)
Two copies of this Preliminary JD Form have been provided. Please sign both copies. Keep one signed copy for your record
and return a signed copy to the Asheville Regulatory Field Office by mail or e-mail.
US Army Corps of Engineers -Wilmington District
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time
frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
0