20191531 Ver 1_PCN Form Submission_20191105

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20191531
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Fayetteville Regional Office - [phone] Chad Turlington:eads\ccturlington
Information for Initial Review
1a. Name of project:
Jessups Mill Pond Dam Repair
1a. Who is the Primary Contact?*
Jon Swaim
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
11/5/2019
Nearest Body of Water
Indian Creek(Jessups Pond)
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
34.862585
A. Processing Information
County (or Counties) where the project is located:
Cumberland
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.729078
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
r- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
P 401 Water Quality Certification - Regular
r Ni Jurisdictional General Permit
r Individual Permit
03 - Maintenance
le. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
P Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
State of North Carolina
2b. Deed book and page no.:
7730-0519
2c. Responsible party:
Gary Gardner, Engineering Section Chief
2d.Address
Street Address
116 W Jones St
Address Line 2
city
Raleigh
Postal / Zip Code
27603
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Jon Swaim
State / Rwinoe / R-gion
NC
Country
us
2f. Fax Number:
r Yes r No
rYes rNo

4b. Business Name:
Mcgill Associates P.A.
4c.Address
Street Address
1013 State Farm Road
Address Line 2
City
Boone
Postal / Zip Code
28607
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
JessupsMillAgent Authsigned.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/town:
Cedar Creek
2. Project Identification
2a. Property Identification Number:
0480475020
2c. Project Address
Street Address
9021 Cedar Creek Rd
Address Line 2
City
Cedar Creek
Postal / Zip Code
28312
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Indian Creek (Jessups Pond)
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300050103
4. Project Description and History
State / Rovince / Ftegion
NC
Country
us
4e. Fax Number:
2b. Property size:
2.44
State / Rovince / Fbgion
NC
Country
us
178.95KB
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The proposed project site consists of an appropmate 40 linear foot breached area of the Jessups Pond Dam, 0.18-acres of the Jessups Pond bottom, and upland areas surrounding
the upstream and downstream sides of the dam. Land in the vicinity consists of primarily undeveloped forested land with residential and commercial properties spread throughout.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r- Yes r No IT Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS Map.pdf 6.64MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil Map.pdf 788.28KB
4f. List the total estimated acreage of all existing wetlands on the property:

0
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to upgrade and rebuild the Jessups Pond dam which was breached during Hurricane Matthew in 2016 Rebuilding the dam will return the pond in
its original footprint to its original water elevation, re-establishing historic open water and shoreline habitat, and public recreational uses.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed project consists of installing a broad crest weir (spillway) to accommodate runoff up to a 100-year event without overtopping the embankment. The spillway will be placed
at the location of the breach and embedded into the existing embankments. The crest of the spillway will be set at the pre -breach normal water surface elevation of 95.5'. See Sheets C-
101 through C-504 for plans and details.
The existing riser structure will be replaced with a new structure of similar dimensions. The elevations of the vertical weirs in the proposed structure will be set to maintain the pre -breach
normal water surface elevation of 95.5'. The outfall headwall will be replaced.
Riprap will be placed on the upstream and downstream face of the spillway, downstream face of the existing embankment, and along the top of bank on Indian Creek at the 10'x10' riser
structure outlet to prevent erosion. The upstream face of the existing embankment will be scarified and overlain with embankment fill to reduce seepage potential. Overgrown vegetation
on the dam will be removed to prevent future failure.
The proposed plans will result in approximately 0.18-acres of temporary impacts to pre -breach open water (DWI, See Impact Map) as disturbance to the original pond bed during
construction. Disturbance will mainly be attributed to equipment access and materials storage. A pump around or other approved flow diversion will be used during construction to
maintain downstream flow and prevent sediment release into Indian Creek. Disturbed pond bed will be returned to original contours and elevations post construction and stabilized with
native NC wetland seed mix Silt fencing will be installed to prevent sediment release into open water area and Indian Creek.
Typical earth moving equipment such as front-end loaders, back hoe, and dump trucks will be used.
4j. Please upload project drawings for the proposed project.
Jessup's Mill Dam.pdf 5.94MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jon Swaim
Agency/Consultant Company: Mcgill Associates P.A.
Other:
5d1. Jurisdictional determination upload
Jessups Pond - JDFinal.pdf 4.38MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
Single and complete project.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands ❑ Streams -tributaries F Buffers
V Open Waters ❑ Pond Construction
4.Open Water Impacts
4a. Site # 4a1. Impact Reason 4b. Impact type 4c. Name of waterbody 4d. Activity type :114e. Waterbody type 4f. Impact area
OW1
Rebuild Dam
T
Jessups Pond(Indian Creek)
Excavation
Pond
0.18

4g. Total temporary open water Impacts: 4g. Total permanent open water impacts:
0.18 0.00
4g. Total open water impacts:
0.18
4h. Comments:
Temporary impacts associated with equipment access and materials storage during re -construction of dam.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Project design intended to rebuild dam in existing footprint. Disturbed areas caused by equipment access will be kept to a minimum. Materials will be
stored in upland areas as much as practical.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Pond bed impacts limited to access and lay down areas. Stream flow will be diverted during construction to limit sediment release into Indian creek. Silt
fence will be installed during construction to limit erosion.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Proposed impacts are temporary which requires no compensatory mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
No riparian buffer rules for the Cape Fear River.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information ICJ
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes r No
Comments:*
Proposed project to be funded by the State of North Carolina.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
I Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*

r Yes r No
3b. If you answered "no," provide a short narrative description.
Proposed project is for maintenance of existing dam failure. No additional development anticipated as a result of the proposed work.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
f Yes r No r WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
(Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r- Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r- No
5g. Does this project involve bridge maintenance or removal?
r- Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
https://wAw.fws.gov/raleigh/species/cntylist/cumberland.html
No species occurrence or critical habitat found during site visit. Impacts will be limited to previously disturbed areas.
One mature pine tree (10" +/- DBH) will be removed from the dam area as a result of the proposed work (see Sheet C-101). No red -cockaded
woodpecker presence or signs of nesting were found during site survey.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://vwAv.habitat.noaa.gov/protection/efh/efhmapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
http://gis.ncdcr.gov/hpovveb/
7c. Historic or Prehistoric Information Upload
NCHPO Map.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r- Yes r No
8c. What source(s) did you use to make the floodplain determination?*
https://fris.nc.gov/fris/Fbme.aspx
Miscellaneous
Comments
593.73KB
Miscellaneous attachments not previously requested.

IMPACT MAP.pdf
531.67KB
Signature
m By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jon Swaim
Signature
a& 15.1-1;`1
Date
11/5/2019

NJ
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AGENT AUTHORIZATION FORM
PROJECT NAME: Jessups Pond Dam Repair Project
PROPERTY LEGAL DESCRIPTION: DB:7730 PG:0519
PARCELID. 0480475020
STREET ADDRESS: 9021 Cedar Creek Rd
Please Print
Property Owner/Representative: State of North Carolina GarV Gardner
(If Representative) Title. Section Chief Engineering, NCWRC
The undersigned, registered property owners of the above noted property, do hereby authorize
Jon Swaim of McGill Associates P.A.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or
certification and any and all standard and special conditions attached.
Property Owner's/Representative's Address (if different than property above):
116 W Jones St Raleigh, NC 27603
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.
Authorized Sign e-- Authorized Signature
Date: N i) Date:
1013 STATE FARM ROAD, BOONE, NORTH CAROLINA 28607 1 828.386.1920 1 www.mcgillassociates.com

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GRAPHIC SCALE
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PROJECT #
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Study
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JESSUP POND PROJECT
1
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CUMBERLAND COUNTY, �/
NORTH CAROLINA WE) S'fATE FARM ROAD BOONE, NC 28607 PH. [phone]

34o 51' 55" N
I
34o 51' 35" N
Soil Map —Cumberland County, North Carolina
a
707370 707440 707510 707580 707650
707370 707440 707510 707580 707650
v
Map Scale: 1:3,000 if printed on A portrait (8.5" x 11") sheet.
` Meters
N 0 40 80 1E0 240
Feet
0 100 200 400 600
Map projection: Web Mercator Gonermordinates: WGS84 Edge tics: lfrM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
am Conservation Service National Cooperative Soil Survey
707720
707720
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707790
34o 51' 55" N
1
34o 51' 35" N
707790
En
3/27/2019
Pagel of 3

MAP LEGEND
Area of Interest (AOI)
u
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
,y
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
t
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
oa Sodic Spot
Soil Map —Cumberland County, North Carolina
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 19, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 22, 2015—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
usi)nn Natural Resources Web Soil Survey 3/27/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Cumberland County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CaB
Candor sand, 1 to 8 percent
slopes
0.0
1.5%
LaB
Lakeland sand, 1 to 8 percent
slopes
0.3
9.5%
TR
Torhunta and Lynn Haven soils
0.1
2.0%
W
Water
2.6
86.9%
Totals for Area of Interest
3.0
100.0%
USDA Natural Resources Web Soil Survey 3/27/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

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State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA
USGS
SL Individual Entry

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— --------------_— ----- — ---- ORDINARY HIGH WATER MARK
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PRELIMINARY
FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
BEFORFr O D O O 40 SHEET
5400
Suite1 Trinity Road �� �Q o� ,1ESSUP'S MILL POND DAM REPAIR GRAPHICSCALE DIVISION VALUE= zo FEET IMPACT MAP
Suite h, NORTH CAROLINA WILDLIFE IMPACT
mcgi Raleigh, NC27607 ��� V ° oTTJRmANAOER DESIGNER
919.378.9111 !� m o �� RESOURCES COMMISSION BJR MMG
NC Firm License # C-0459 V 9"ie tom'
Q� GING QpP PRaecT MANAGER REVIEWER uAIE PRaecra TUNDINOa
mcgillassociates.com CUMBERLAND COUNTY, NORTH CAROLINA
NO. DAIE By DESCRIPTION IDS MH OCTOBER, 2019 19.00117 N/A

JESSUP I S MILL POND DAM REPAIR
CUMBERLAND COUNTY, NORTH CAROLINA
SCO (16- 16456-03)
SCHEDULE OF DRAWINGS
�Q • N
G-001 .... COVER SHEET
G-002 .... GENERAL NOTES AND LEGEND
/ N
G-003 .... GENERAL EROSION CONTROL NOTES
HARNETT
CONTACT PERSON COUNTY G-004 .... NCDEQ NCG01 GENERAL PERMIT NOTES
BRAD KLEINMAIER, PE CAPITAL PROJECTS COORDINATOR G-005 NCDEQ NCG01 GENERAL PERMIT NOTES
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION 1720 MAIL SERVICE CENTER CD-101 EXISTING CONDITIONS AND DEMOLITION PLAN
m
RALEIGH, NORTH CAROLINA 27699-1720 FAYETTEVILLE o C-101 .... PLAN AND PROFILE AND EROSION CONTROL PLAN
SAMPSON
ENGINEER
COUNTY C-301 .... CROSS-SECTION VIEWS STA. 10+00 - STA. 11+50
DORI SABEH, PE, GISP CLINTON
PROJECT
MGILL ASSOCIATES LOCATION C-302 .... CROSS-SECTION VIEWS STA. 12+00 - STA. 13+50
NO
5400 TRINITY ROAD CUMBERLAND
SUITE 107 C-303 .... CROSS-SECTION VIEWS STA. 14+00 - STA. 15+50
RALEIGH, NORTH CAROLINA 27607 PROJECT
LOCATION C-501 .... OUTLET STRUCTURE DETAILS
LOCATION MAP NOT TO SCALE C-502 .... OUTLET STRUCTURE DETAILS
C-503 .... SPILLWAY AND RIPRAP PROTECTION DETAILS
CUMBERLAND COUNTY C-504 .... MISCELLANEOUS AND EROSION CONTROL DETAILS
BLADEN COUNTY
2000 0 1000 2000 4000
VICINITY MAP
GRAPHIC SCALE DIVISION VALUE = 2000 FEET
5400 Trinity Road ,p
Suite 107
Raleigh, NC 27607 PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
CC3 919.378.9111 NOT RELEASED FOR Z`0
NC Firm License # C-0459 CONSTRUCTION�
fto m cg i l l associ ates . co m
OCTOBER, 2019

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a
PROPOSED CONSTRUCTION SEQUENCE
GENERAL CONSTRUCTION NOTES REVISED FOR THIS PROJECT ABBREVIATIONS EXISTING CONDITIONS LEGEND
REVISED FOR THIS PROJECT 1. INSTALL EROSION CONTROL MEASURES ALONG THE PROJECT. ® AT MAX. MAXIMUM °PEL TELEPHONE PEDESTAL 0 CALCULATED POINT
ELEC ELECTRIC PEDESTAL OIPS
2. CLEAR AREA AS REQUIRED FOR CONSTRUCTION. A AREA MECH. MECHANICAL PED 1 /2" REBAR SET WITH CAP
SURVEY IS REFERENCED TO HORIZ: NAD83, STATE PLANE (FEET) NORTH CAROLINA �CATV CABLE TV PEDESTAL
(FIFS 3200) VERTICAL: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) 3. DIVERT WATER THROUGH BREACH ONLY. A.B.C. AGGREGATE BASE COURSE MFR. MANUFACTURER PED ® CONCRETE MONUMENT
BY MCGILL ASSOCIATES AC ACRE MH MANHOLE SIGN SIGN ®CM—R/W RIGHT-OF-WAY MONUMENT
4. REPLACE EXISTING CONTROL STRUCTURE AND ENDWALL AND GRADE UPSTREAM SLOPES OF EMBANKMENT. A.D. ALGEBRAIC DIFFERENCE MIN. MINIMUM CATV UNDERGROUND CABLE TV SIGN []DOT MON D.O.T. CONTROL POINT
GRADE AREA AROUND NEW ENDWALLS AND PLACE RIPRAP PROTECTION. A.F.F. ABOVE FINISHED FLOOR MI MILE UG FOC UNDERGROUND FIBER OPTIC CABLE SIGN ORBF REBAR FOUND
5. DIVERT WATER THROUGH NEW STRUCTURE: KEEP GATE OPEN AND DEWATER AS NEEDED TO MAINTAIN WATER AL AREA LIGHT MJ MECHANICAL JOINT UG TCS UNDERGROUND TELEPHONE CABLE SIGN ORRSPIKE RAILROAD SPIKE
LEVEL AT OR BELOW THE TOP OF THE ORIFICE. APPROX. APPROXIMATE UG GAS UNDERGROUND GAS LINE SIGN 0PK NL PK NAIL FOUND / SET
ARCHITECTURAL # / NO. NUMBER
6. BUILD SPILLWAY &GRADE EMBANKMENT ARCH. N NORTH �UG ELEC UNDERGROUND ELECTRIC LINE SIGN SPINDLE SPINDLE FOUND SET
ASSY. ASSEMBLY LP LIGHT POLE ®CPHUB HUB &TACK SET
7. STABILIZE ALL DISTURBED AREAS B-B BACK TO BACK NEMA MANUFACTURERSS ASSOCIATION /
OUP UTILITY POLE ®CP/NL GPS CONTROL POINT NAIL SET FOUND
8. KEEP GATE OPEN AND WATER LEVEL AT OR BELOW TOP OF ORIFICE UNTIL APPROVAL TO IMPOUND IS BEAR. BEARING N/F NOW OR FORMERLY E GUY WIRE ANCHOR OCP/NL CONTROL POINT/NAIL SET GPS
AUTHORIZED. BLDG. BUILDING N.I.C. NOT IN CONTRACT OTSP TRAFFIC SIGNAL POLE OCP/TEMP CONTROL POINT TEMPORARY MARK BOC BACK OF CURB NTS NOT TO SCALE RxR RAILROAD CROSSING SIGNAL NGS METAL ROD NATIONAL GEODETIC SURVEY METAL ROD
BOT. BOTTOM O MH MANHOLE
O.C. ON CENTER(S) Q ssMH SANITARY SEWER MANHOLE ®NGS CM NATIONAL GEODETIC SURVEY CONCRETE MONUMENT
� CENTERLINE O.D. OUTSIDE DIAMETER � TEMPORARY CONTROL POINT SET
C.A.B.C. CRUSHED AGGREGATE BASE COURSE OHE OVERHEAD ELECTRIC O SDMH STORM DRAIN MANHOLE ® NETWORK TRIANGULATION POINT
CB CATCH BASIN OPER OPERATION O COMMH COMMUNICATION MANHOLE
O°
C-C CENTER TO CENTER OPNG OPENING ELMH ELECTRICAL MANHOLE STAKE STAKE FOUND
CF CUBIC FEET O J.B. JUNCTION BOX 0 INTERSTATE HIGHWAY
CFM CUBIC FEET PER MINUTE PB PLAT BOOK +SPIGOT SPIGOT/YARD HYDRANT 66 U.S. HIGHWAY
FFE
C&G CURB AND GUTTER PC POINT OF CURVATURE O C.O. SEWER CLEAN -OUT ELEVATION FINISHED FLOOR ELEVATION
CH CHORD PERM. PERMANENT O E.SS ELECTRIC SERVICE STUB -OUT O Mw MONITORING WELL
Cl CURB INLET PG PAGE O G.SS GAS SERVICE STUB -OUT OPZ PIEZOMETER
CL. CLASS PI POINT OF INTERSECTION ®CB CATCH BASIN ® LANDFILL GAS MONITORING PROBE
CNST CONSTRUCTION PITO POINT OF INTERSECTION - TURN OUT ®CI CURB INLET O SURFACE WATER SAMPLING LOCATION
C.O. CLEAN -OUT PL PROPERTY LINE OwM WATER METER 69 LANDFILL GAS VENT
CO. COMPANY PP POWER POLE AFH FIRE HYDRANT 0 LANDFILL GAS COLLECTION WELLHEAD
PROP. PROPOSED
COL COLUMN oa wv WATER VALVE Qw POTABLE WATER WELL
PS POINT OF SWITCH
CONC. CONCRETE . BLOWOFFVALVE
BLOW OFF VALVE OMB MAILBOX OR PAPER BOX
CONN CONNECTION PSI POUNDS PER SQUARE INCH bG/M GAS METER oP6 POSTAL DROP BOX
CPP CORRUGATED PLASTIC PIPE PT POINT OF TANGENCY
PT POINT b G/v GAS VALVE .4SAT DISH SATELLITE DISH
CSP CORRUGATED STEEL PIPE PVC POLYVINYL CHLORIDE x ICV IRRIGATION CONTROL VALVE OYARD ORNAMENT STATUE, BIRD BATHS, ETC.
CULV. CULVERT P.V.C. POINT OF VERTICAL CURVATURE x PIV POST INDICATOR VALVE TREES
/ DEG DEGREE(S) P.V.I. POINT OF VERTICAL INTERSECTION ® E.JUNC ELECTRIC JUNCTION BOX OR OUTLET SHRUBS /BUSHES
p DELTA ANGLE PVMT PAVEMENT 0 eox TRAFFIC SIGNAL BOX (H) HORIZONTAL GROUND DISTANCE
0 / DIA. DIAMETER P.V.T. POINT OF VERTICAL TANGENCY GEOTECHNICAL BORING
D DEPTH / DEEP e (G) NC STATE PLANE GRID DISTANCE
DB DEED BOOK R RADIUSCULVERT
Dc DEGREE OF CURVATURE RCP REINFORCED CONCRETE PIPE x x x
FENCE
DET DETAIL RD ROAD SILT FENCE
DI DROP INLET RED. REDUCER-o-o-o-o-o-o-o-o-o-o-o-o-o-o- GUARD RAIL
REQ'D. REQUIRED APPROXIMATE LOCATION OF
DIP DUCTILE IRON PIPE RJ RESTRAINED JOINT - - - - s- - - - - s EXISTING SEWER LINES
DN DOWN RR RAILROAD — — — — — w— W— APPROXIMATE LOCATION OF
D/W DRIVEWAY RT RIGHT EXISTING WATER LINES
DWG(S). DRAWING(S) ROW RIGHT OF WAY ----G ----G APPROXIMATE LOCATION OF
EXISTING GAS LINES
E EAST S SOUTH I I I I I I I I I I I I I I I I I I I I I I TOP OF SLOPE
EA. EACH SAN SANITARY I I I I I I I I I I I I I I I I I I I I I I TOE OF SLOPE
EL/ELEV ELEVATION SCH SCHEDULE--DL-----DL-----DL-- DITCH LINES
ELEC. ELECTRICAL SDMH STORM DRAIN MANHOLE - - - - - CTV— - - - - CTV— APPROXIMATE LOCATION of
EOP EDGE OF PAVEMENT UNDERGROUND CABLE TV LINE
ESMT EASEMENT SEC SECONDS CTV APPROXIMATE LOCATION OF
EX/EXIST EXISTING SECT. SECTION OVERHEAD CABLE TV LINE
SED. SEDIMENT-----FOC— FOc— APPROXIMATE LOCATION OF
F.D. FLOOR DRAIN SEW SEWER UNDERGROUND FIBER OPTIC CABLE LINE
FDC FIRE DEPARTMENT CONNECTION(S) SF SQUARE FEET - - - -E- - - - -E APPROXIMATE LOCATION of
FES FLARED END SECTION SHT. / SH. SHEET UNDERGROUND ELECTRIC LINE
SP SERVICE POLE E E
FFE FINISHED FLOOR ELEVATION APPROXIMATE LOCATION OF
FH FIRE HYDRANT SPEC. SPECIFICATION OVERHEAD ELECTRIC LINE
SQ. SQUARE — — — — T— — — — — T APPROXIMATE LOCATION OF
FHA FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE LINES
SR STATE ROAD
FI FLOW INDICATOR APPROXIMATE LOCATION OF
FLEX. FLEXIBLE SS STAINLESS STEEL T T OVERHEAD TELEPHONE LINES
FL FLANGE SSCO SANITARY SEWER CLEANOUT - - - - -ROW- - - - -ROW- RIGHT-OF-WAY
FM FORCE MAIN SSMH SANITARY SEWER MANHOLE TREELINE
FO FIBER OPTIC CABLE STA. STATION
FOP FIBER OPTIC POST STD. STANDARD O O O SHRUBLINE
FOSC FIBER OPTIC SIGNAL CABLE STL STEEL — — — — PROPERTY LINE NOT SURVEYED
FOC FACE OF CURB S/W SIDEWALK ROCKLINE
FT FEET --- — -- — — — STREAM LINE
FUT FUTURE T/C TOP OF CURB _ - - - - -
TEL. TELEPHONE — CENTERLINE
GA GAUGE TEMP. TEMPORARY CENTERLINE VARIANT
GAL. GALLON TK THICK SWAM PLI N E/WETLAN DS
G TOP OF GRAT
ING
TING
GALV. GALVANIZED /
EN GENERATOR T.O. TOP OF..._____U — — — — — u APPROXIMATE LOCATION OF
G
GA GUTTER LINE TP TELEPHONE PEDESTAL OVERHEAD UTILITY LINE
GV GATE VALVE T/S TOP OF SLAB
GW GUY WIRE/ANCHOR TSB TRAFFIC SIGNAL BOX IPS IRON PIN SET CPP CORRUGATED PLASTIC PIPE
TST TEMPORARY SEDIMENT TRAP CMU CONCRETE MASONRY UNIT DIP DUCTILE IRON PIPE
HD HEAVY DUTY T/W TOP OF WALL R/W RIGHT OF WAY E&T ELECTRIC & TELEPHONE
HEX. HEXAGONAL TYP. TYPICAL CL CENTERLINE FOC FIBER OPTIC CABLE
HOR(IZ). HORIZONTAL C CURVE (SEE CURVE TABLE) GIP GALVANIZED IRON PIPE
HP HIGH POINT U/G UNDER GROUND O/H OVERHEAD
UGE UNDER GROUND ELECTRIC COB POINT OF BEGINNING
HWL HIGH WATER LEVEL CID CALCULATED POINT RCP REINFORCED CONCRETE PIPE
HWY. HIGHWAY UP UTILITY POLE PB PLAT BOOK U/G UNDERGROUND
UV ULTRAVIOLET VCP VITRIFIED CLAY PIPE
ICV IRRIGATION CONTROL VALVE DB DEED BOOK PVC POLYVINYL CHLORIDE PIPE
I.D. INSIDE DIAMETER V VALVE L LINE (SEE LINE TABLE) FFE FINISHED FLOOR ELEVATION
IN INCH(ES) VC VERTICAL CURVE BLDG BUILDING PG PAGE
INV. INVERT VERT. VERTICAL CIP CAST IRON PIPE REF REFERENCE
CMP CORRUGATED METAL PIPE DOT DEPARTMENT OF TRANSPORTATION
JB JUNCTION BOX W WIDTH NGS NATIONAL GEODETIC SYRVEY
W WEST CONC CONCRETE NCSP NORTH CAROLINA STATE PLANE
K CURVE COEFFICIENT W NTH PROP PROPOSED MTR BOX METER BOX
/ EX/EXIST EXISTING EL ELEVATION
L LENGTH WD WIDE
LB POUND(S) WL WATER LEVEL
LD LIGHT DUTY WA WATER LINE
LF LINEAR FEET WM WATER METER
LG LONG WSE WATER SURFACE ELEVATION
LP LIGHT POLE WV WATER VALVE
LT LEFT WWF WELDED WIRE FABRIC
LWL LOW WATER LEVEL YD YARD
YI YARD INLET
YH YARD HYDRANT PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
gEFORF yo SHEET
� G � PAPER SIZE 24"X36"
5400 Trinity Road �Q. �Q� o� JESSUP S MILL POND DAM REPAIR GENERAL NOTES AND LEGEND
Suite 107 NORTH CAROLINA WILDLIFE
Raleigh, NC 27607 , Q OFFICE MANAGER DESIGNER
919.378.9111 RESOURCES COMMISSION BJR MMG G=002
C9 !,� N �
NC Firm License # C-0459 Q�- GING QPROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
m cg i I lassociates. com CUMBERLAND COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION DS MH OCTOBER, 2019 19.00117 N/A

C GENERAL EROSION CONTROL NOTES
43 UPDATED MARCH, 2017
EC NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
44 UPDATED JULY, 2019
1.
FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH
FOR UNCLASSIFIED EXCAVATION.
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), DIVISION
2.
UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION. THE FOLLOWING
THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
1.
PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST,
COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT
ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
OF ENVIRONMENTAL QUALITY (NCDEQ). DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR),
3.
ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE MUST BE
ANY AREA NOT CLEARED AND GRUBBED.
AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES.
4.
ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
2.
INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF
FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
SECTION.
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND
NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A RIVER OR STREAM BANK SHALL BE INSTALLED PER
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
STREAM PROTECTION DURING EXCAVATION DETAIL. SEEDING AND MULCHING SHALL BE COMPLETED DAILY
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
IN AREAS NOTED AS STREAM PROTECTION AREAS. SILT FENCE IN THESE AREAS SHALL NOT BE
SEPARATE COVER.
INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT
5.
DISPOSABLE MATERIAL
CLEARANCE. ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
4.
OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND
PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
RESOURCES, LAND QUALITY SECTION.
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
5
CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS,
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
ANOTHER 2000' SECTION CAN BE CONSTRUCTED AND STABILIZED.
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
6.
ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS
WILL BE CONSTRUCTED IN UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
D. IF ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES AND
WHEN BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY
7,
PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS
THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BURNING.
ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
8.
SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK
ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION.
WAITING FORA BURNING DAY".
9.
ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE
6.
IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE
ALLOWED FOR EQUIPMENT CROSSINGS.
AS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS,
UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH,
FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND
GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO
ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST
OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE
PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA
BY AREA APPROVAL BY THE ENGINEER.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO
AASHTO M-36, WITH RE -ROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE
SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE
12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3
FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS
SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO
AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER
THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE
"HANCOR BLUE SEAL" OR APPROVED EQUAL.
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH RE -ROLLED ENDS AND SHALL BE JOINED WITH
HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54., DIAMETER
SHALL BE 12 GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3.
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02
THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION
BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS.,
U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A OR EQUAL.
FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL
BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000,
CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS
OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. TINDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
10. SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLE). SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 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 (SORGHUM BICOLOR) 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECALE 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:
PURGE LIVE SEED SWITCHGRASS 4 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL/ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYLOIDES) NEED TO BE
1 /4" - 1 /2". GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A
NO -TILL, DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW
AND PICKER WHEEL AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
gEFORF y
C
5400 Trinity Road
Suite 107
Raleigh NC 27607
919.378.9111 N
Cg NC Firm License # C-0459
mcgillassociate Q GING QP
NO. I DATE I BY
DESCRIPTION
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS, AND TREES. NATIVE PLANT MIX
SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGON GERARDII), INDIAN GRASS (SORGHASTRUM NUTANS), LITTLE BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS/ACRE EACH
AUGUST THRU MAY - GREENRYE (SECALE CEREALE) 25 LBS/ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLAUCUM) 25 LBS/ACRE EE,,qq NN
TREES - SILKY DOGWOOD (CORNUS AMOMUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALNUS SERRl7LACTA) AND ELDERBERRY
(SAMBUUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
12. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
13. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL,
AND LAND RESOURCES, LAND QUALITY SECTION.
14. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
TEMPORARY SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
RYE (grain) 120
SEEDING DATES:
AUG 15 TO DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 LB/AC GROUND AGRICULTURAL LIMESTONE AND, 750 LB/AC 10-10-10
FERTILIZER.
MULCH:
APPLY 4000LB/AC STRAW. ANCHOR STRAW BY TACKING W/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK W/ BLADES
SER NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
TALL FESCUE 100
SWITCHGRASS AND PARTRIDGE PEA MIX 30
KOBE LESPEDEZA 10
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 10LB/AC GERMAN MILLET OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40
LB/AC RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS IN MARCH.
SEEDING DATES:
BEST POSSIBLE
AUG 25 - SEPT 15 AUG 20 - OCT 25
FEB 15 - MAR 20 FEB 1 - APRIL 15
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4000 LB/AC GROUND AGRICULTURAL LIMESTONE AND 750 LB/AC
10-10-10 FERTILIZER.
MULCH:
APPLY 4000 LB/AC GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY TACKING
W/ ASPHALT, ROVING OR NETTING, NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE -FERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RE -SEED,
RE -FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY.
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (Ib/ac)
TALL FESCUE 250 (6 Ib/1000 sq ft)
NURSE PLANTS:
BETWEEN MAY 1 AND AU 15, ADD 10 LB/AC GERMAN MILLET OR 15 LB/AC SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15, ADD
40 LB/AC RYE (GRAIN).
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac
10-10-10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES. THE LINING SHOULD
EXTEND ABOVE THE HIGHEST CALCULATED
DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN DRAINAGES NOT
REQUIRING TEMPORARY LININGS, APPLY 4000
LB/AC GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. MULCH
AND ANCHORING MATERIALS MUST NOT BE
ALLOWED TO WASH DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE -FERTILIZE IN LATE WINTER ACCORDING TO
SOIL TESTS OR APPLY 150 LB/AC 10-10-10
FERTILIZER (3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
EC MAINTENANCE PLAN
45 J UPDATED MARCH, 2017
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL BUT IN NO CASE NOT LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES APPROX. 0.5 FEET DEEP AT THE SILT FENCE. THE
SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED AREA SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE SEEDING
SPECIFICATION TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE COVER.
4. MAINTAIN ALL MATTING THAT HAS BEEN PLACE ON SLOPES AND IN DITCHES. CHECK FOR GOOD GROUND CONTACT AND FOR THE
OCCURRENCE OF ANY EROSION UNDER THE MATTING. MONITOR AND REPAIR OR REPLACE AS NECESSARY.
5. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDEQ AND THE NPDES CONSTRUCTION
STORMWATER PERMIT. SELF INSPECTIONS ARE TO BE CONDUCTED AFTER EACH PHASE OF THE PROJECT FOR THE RECORD OF THE
INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL MEASURERS.
6. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SKIMMER AND SEDIMENT BASINS WHEN SEDIMENT ACCUMULATES TO ONE-HALF
THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT AND RESHAPE BASIN BACK TO THEIR ORIGINAL DIMENSIONS. SKIMMERS SHALL BE
CHECK FOR CLOGGING AND CLEANED OUT. REPAIR OR REPLACE ANY DAMAGED BAFFLES.
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA
PAPER SIZE 24"X36"
OFFICE MANAGER
DESIGNER
BJR
MMG
PROJECT MANAGER
REVIEWER
IDS
MH
GENERAL EROSION CONTROL NOTES
DATE
OCTOBER, 2019
PROJECT # FUNDING #
19.00117 N/A
SHEET
G=003
0
0

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 NCGO1 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 the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there 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 Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
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 of Approved
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.
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.
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.
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.
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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SANDBAGS(TYP.)
OR STAPLES
10 MIL
SILT FENCE 1:1 7PLASTIC SANDBAGS (TYP.)
SIDE SLOPE LINING OR STAPLES
(TYP.)
2 X X
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.) NOTES:
WASHOUT
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.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
10.
MIN
1 - - - 1
-11
SANDBAGS (TYP.)
OR STAPLES
ICLEARLY MARKED SIGNAGE
W
ONCRETE NOTING DEVICE (18"X24" MIN.)
ASHOUT
PLAN
SANDBAGS(TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
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 TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
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.
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.
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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
gEFORF y
C
5400 Trinity Road
Suite 107
Raleigh NC 27607
919.378.9111 N
NC Firm License # C-0459C9
mcgillassociate Q GING QP
NO. I DATE I BY
DESCRIPTION
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA
EFFECTIVE: 04/01/19
PAPER SIZE 24"X36"
OFFICE MANAGER DESIGNER
BJR MMG
PROJECT MANAGER REVIEWER
DS MH
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
NCGO1 GENERAL PERMIT NOTES
DATE
OCTOBER, 2019
PROJECT #
19.00117
FUNDING #
N/A
SHEET
G=004

PART III
._.
ViTiNIff
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
personnel to 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. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground 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.
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 documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the 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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the 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).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
.
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to 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
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
o
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
o
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
gEFORF y
C
5400 Trinity Road
Suite 107
Raleigh NC 27607
919.378.9111 N
C9 NC Firm License # C-0459 �i 9,�� mcgillassociate Q GING
QP
NO. I DATE I BY
DESCRIPTION
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA
EFFECTIVE: 04/01/19
PAPER SIZE 24"X36"
OFFICE MANAGER
DESIGNER
BJR
MMG
PROJECT MANAGER
REVIEWER
IDS
MH
DATE
PRELIMINARY
- FOR REVIEW PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NCGO1 GENERAL PERMIT NOTES
OCTOBER, 2019
PROJECT #
li&elleleimrA
FUNDING #
1►U_1
SHEET
G=005

51
I
I / / EX. SILT FENCE TYP. \
\ \ \ \ l / / / —�/ 1 \ \ \ 1 1 \
1 INDIAN CREEK e
\\\ill/
—MO�I— \\ MOM — M M—I— —I—M�M / MOM-----MOM-----MOM-----MOM-----MOM-----MOM----- — -----M M— -- _� —=----MOM-----MOM-----MOM— --�' 021---- 0 \ ma*—_—. ��-AM021\— M M---- o' M021-----MOM-----mom-----MOMS----mom-----mom---\--MO\ M021
—�—� I —I----
\ I — ----- I�"zF� F F F F F"�-- �\ �� l \ \ \ \--- T w
1 \ I 1 I I \ \\ —_/�' ---------------- sz--- \ �' \ \ 1 \� \\ ��\\ \ \ \ \ I I \\ GRAVEL DR
— — EX. 4" PVC
----- _s /------------ __ ___----------93 -----_ INV. OUT = 43'� EX. 4" PVC
\ _ ---- ------------------------- ----- ---- 92` l� \
1 I — —— — — — — — — — — — — — — ------------------------------ sa---- / \ / INV. OUT = 92.31'
\ 1 1
_ — — — — — ------------------------------- _ — — — — — — — —\\ \ 1 1 ) )K
/ _-------------------------- l
/ — — — _ — — — — — — — — — — — — — — — — — —-------------------- s — \\\ \\\\ \\\\\\\\\ 1\ \ I I \ \ 1\\\!:`�, \� EX. 15" CPP \\\ \\ 11 1\
/ ---- ---------------------------------------------------- :ly \ _--
z-- — ------------------------------------------------------------------ _ —INV. IN= 5.24
--------_ ______________
-- -------------------------------------------------------- �': .- �/��—' ) \ \\___� 1 r— INV. OUT = 94.96'
— — — — _J \ 1 I 11 i I \\
----- 1 i Do00— -
------------------------------------------------------ss--- y - -n--EX.CB -- --
-- —O—O o—o—o—o—o—o—o—o—o—o—o—o—o—o — — — I
III- RIM EL.=98.79'
lit-
� �� a a /
rn rn,/ y roro W 0� M i�00rn rn rnrni99
ICI I I I `\\�IN 15" RCP
11� I I I INV. IN = 95.87'
DOT MONUMENT GPS CEDAR CREEK RD. I \ y 11 / �'/ 4t- I I I _ 1- /■ INV. OUT = 95.34'
N: 404766.47 — —100— — — — Ijl \ II/ / / /I�- I I I I ■
EL: 208172 2.57 — — I'I \\ y III\ \ / / i / It* I I I ■
f00- � .— — o—o—o—o—o—o—o—o—o—o—o—o-
- _0 0 0 0 0 0 0 0
99
100— / — �j/// I--------------------------------------------------98-- X-=�^ -� - - - - _��- �- - --�k-F F P+ ------- ------
—
/ _ I----------------s7/> -'1 _ F F 1 F F F FIT - / / j/) / \\\ \ \ I 1 ) EX. CB \\\
T$ F F / BOTTOM OF BRIDGE /\ \ 11 \ \) 1,�1�r I I ----------
INV. OUT = 96.29' / \ �� \\ / / RIM EL. = 98.76' _ \ \
j \ / / l / \ \ \ / / ; / BOTTOM OF BRIDGE \ \�
\ � J \� //'/ X. ,� ' -',� ;' INV. OUT = 95.95'
SPINDLE SET------ f-f r \ ���//
/ \ ` N: 405021.23 -� -{ \ , \ , ��/c / \ /
- E: 2081020.30 % '✓ ( / 0 \ / 0 \ 1 DIRT I
9 E. o, _
l _ w \ \ 1 0 v -
--I—MOM-----MOM-----MOM-----MOM---=--M(i4 __—IMAM----=�d02� --- MOM -----MOM-- --MOM-----MQM-----MOMS----MOM J--MQa--- mes -/ y�'rL� s l�l0 I �I�L1MOM�----MOM-----MOM---- MOM -----MOM-- M M 9�—M 9$ OM-- M — MOM
'Al:a —MOMS
\ \ 4 II— o _ \ \ \ \ _ I I 0
00 N17' 43' 15.88"W — — — — —
/ 0
10+
I 51.59 A°'11+00 DIRT RD
2ry00 �� A�`I�!I �// /s7 \ _—_-- -----� ------ EX. ENDWALL 1 ✓ // \��
// /..///I ¢ 1 / / 8,� //— - \\`— _TO BE REPLACED
9 EX. DIRT ROAD, TYP. _l �/ / i , h-11' / I`Ni'' I NQ8' 19' 3 ----- -------ss-/\\ /
p If ---- B—o1//�/i!/ / / /f/' / I+ I \� 1 i 399.93 I 13 00
\ \/ EX. SILT FENCE, TYP. / — — _ _ — r \ EX. RIP RAP B-02 — 14 9 /
TO BE REMOVED /—__98 -- \ \ _—_ _ _—__ 00 — --- 9 \ \�
� / / ( / _ / \ /� � � TO BE REMOVED / / \ / /
\ i \AND REUSED IN __ _ _ --- /
GRADED AREAS _ --_ EX 48 RCP ----------1
— — _ — — — _ N14 33' 23.89"W 15 00 \ 15+ \\
R 98 48
97 IM—__INV. (E) IN = 90.54' I B-03
99/ /// // /i�95/ //���� ���/ I I \ \\ INV. (W) OUT = 89.64'-----__
�fJESSUPS MILL POND \\ \\\ \\ l // /� --- ---_ ----EX. SIGN
I / \
1 I / 0 ��I \\ REMOVE AND /�� '/
1 / / REMOVE ALL TRESS ON 1 \ --� _ _ -- \----------- ` \ /
EMBANKMENT TOP AND SLOPES. , �� REINSTALL SIGN
TREES 6—INCH DIAMETER AND
LESS SHALL BE CUT FLUSH AT \\ \ �^ \ \ \ TOP OF FLASHBOARD WEIR = 95.50'
THE GROUND. TREES LARGER THAN \ \ \I
6—INCH DIAMETER SHALL BE \ \ STRUCTURE AND APPURTENANCE TO
REMOVED PER DETAIL SH C-504 1 BE REMOVED VNTHOUT DAMAGING EX. TREELINE, TYP.
STA. 11+00 — 14+50 \ / THE PIPE. \ \ \\ 1 I F
90. 1
EX. CYPRESS WATERLINE, TYP. \ / / 1
0101
10
I I /
ORDINARY HIGH WATER
ORDINARY HIGH WATER I I
l 1 I \ \ DIRT W
gEFORF y
C
5400 Trinity Road
Suite 107
Raleigh NC 27607
919.378.9111 N
NC Firm License # C-0459
mcgillassociate Q GING QP
NO. I DATE I BY
DESCRIPTION
/
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA
20 0 10 20 40
GRAPHIC SCALE DIVISION VALUE = 20 FEET
OFFICE MANAGER DESIGNER
BJR MMG
PROJECT MANAGER REVIEWER
DS MH
I
I
I
I
I
I
I\
I
I
I
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
EXISTING CONDITIONS
AND DEMOLITION PLAN
DATE PROJECT # FUNDING #
OCTOBER, 2019 19.00117 N/A
SHEET
CD=101
0
0
w

----------------------- ___--------- -- ----------------
-------------------------------------------------- — — — — — — — — — _ _
-95-
----------------- ----- --- \\�\\\ ,\ y INDIAN CREEK
----------------9s----------
- - - - - - --------- ----\ �\ ---
`� \ \
---------__---------------------- - - - ;--r-
-------------
---- _ 1
— O_O—O—O—O—O—O— DOT MONUMENT GPS — — SPINDLE SET 1 I 1 / j I Ilr I I I �\ '
TEMP. CONSTRUCTION N: 404766.47 0
ENTRANCE E: 2081082.57 I E: 2081020.30 `
EL: 99.72 — — CEDAR CREEK RD. I —too— EL: 99.07 y II / /� LIMITS OF DISTURBANCE, TYP.
-- II � ylll � /� � / I
--- -- --
-o-o-o-o-o-o-0-0-0=0_990-0-0-0 -0-0-0-0-0 -o-o-o
100-
--------- I 1
- ; , PROP. SILT FENCE -_ � � o / � � � E:F T N-�-
----------- / I OUTLET. TYP.
\ \ \ - /
%.1. i_ii- i- i i i i T 1-i
AJ
\ \ 1 ��' W
MOM-----MOM-----MOM-----MOM— —ARAM--- ----MOM-----MOM--- —MOM-----MQM-----MOMS----MOM ���— MOMS--_MOy-3� —M0M_ < 08 I L mom ----- mom ----- mom --
PROP. CLASS 2 RIPRAP
8.
I — — — — — — `\''i 8g — _ '�, n I I I / (SEE DETAIL SH. C-503)
10 00 —
11 00 DIRT RD —�� / 0
93
94 s7 — -- \
I 95 _ END SPILLWAY
00
15 _ - - iT PROP. CONC. ENDWALL
MOM
- - -
- - - - - - - - -
nAAn%J
/
----MOM---
\ 1
1
/
Td
/ ---- - TO EL. = 99.0' 4 .4
/ Jh, III. \ I . I_ — — — — — —
1 I Q II INSTALL 6" COMPACTED \ ` 1 I, j.. .. 1 /.. 13yu
ABC DRIVE ON TOP TO / / - 94 4 C
RESTORE ACCESS DRIVE - - -�� _ _ // - - / 93
92 - - - - - EX. TREELINE, TYP.\--
gil
//9
90 \ Q _ Q - ADD 2' EMBANKMENT FILL 4 00/// \
(_SEE CROSS SECTIONS SHEETS) --------- - 15 00 \ / 15150 \\\
1 / / REMOVE TREE, TYP. _ 9 _y - _ _ ■ - 1 \ \
1 l (SEE DETAIL SH. C-503) 9 / / \ - _ _ - - _ _ \ 8 I \ ' - - - - - - - - /
i /\ ^ -- \
I \ l I I I I I I I I I I I I I I I \
Nor19C+\ \\ 9 EX. 48" RCP --- ---- __ — \
BEG. SPILLWAYamp- \ 9 \ \\ INV. IN = 90.54' ------ --_- - \--------��// \�
12+9.34, 6.00 RT - \ -\ \ S \ 97-INV. OUT = 89.64'T------------ - --- -_---_ --\
Xi TREELINE, TYP. it j PROP. CLASS 2 RIPRAP \ EL. = 95.5' 9R \ \ - - - ---------- - '---\\` s
PROP. 77 LF SPILLWAY \ `
EX. SILT FENCE, TYP. - - - - - _ _ _ _ _ - —
/ (SEE DETAIL SH. C-503) � \ � g _ _ _
(SEE DETAIL SH. C-503) 9 \ \ \ 9 ------ - _ — _ — _ — -\ \------ \
JESSU�S MILL POND
Q / / I \ EX. CYPRESS WATERLINE, TYP. � \
RP LAC N 8" RCP 89 3
PROP. SILT FENCE TYP. 1 `\ \ \ JOINT.
ORDINARY HIGH WATER
C. \ \ \ I
LIMITS OF DISTURBANCE, TYP. \ \ / \ \ APRON - PROP. 1O'X10' RISER STRUCTURE ® EL. 97.4-
j W/ \ \ \ r
91 RMRAX TRASH RACKPROVIDE (3) 7' WIDE WEIRS ON N. S. E WALLS O EL. 95.5' \I777 > l 9��
W/ FLAT STORMRAX TRASH RACKS.
ORDINARY HIGH WATER \ 1 \�' \ �. ^' PROVIDE 10" SCH 80 PVC DRAIN WITH GATE VALVE
®INV. EL 91.0.
nn CONNECT TO EX. 48" PIPE. (SEE DETAIL SH. C-501)
\\
Ui
aao
Go
to
n
o
G
N
M
M
II
PROP. EMBANKMENT CREST II
II
II
a
EL. 99' a
a
a
N
N
U)
Q
100 in
m
O1 m
°1 m
°f 100
Q
W
Q>
a W
—
W
-0.00%
W 2' CLASS 2 RIP RAP
W 0.00%
W
h
�i
77'
Lv
95
A 4 .a
"
95
a
PROP. SPILLWAY TOP EL. = 95.5'
8"THICK CONCRETE CAP
I
REPLACE EXISTING SOIL
(SEE DETAIL SH. C-503)
I
WITH EMBANKMENT FILL
1' BENCH
z
90
90
CLAY CORE
EXTEND TO EL. = 80'
�1
86
86
10+00 11 +00 12+00 13+00 14+00 15+00 15+50
gEFORF y
C
5400 Trinity Road
Suite 107
Raleigh NC 27607
919.378.9111 N
NC Firm License # C-0459 �i 9,�(c mcgillassociate Q GING
QP
NO. I DATE I BY
DESCRIPTION
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA
20 0 10 20 40
GRAPHIC SCALE DIVISION VALUE = 20 FEET
OFFICE MANAGER DESIGNER
BJR MMG
PROJECT MANAGER REVIEWER
IDS MH
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
PLAN AND PROFILE
AND EROSION CONTROL PLAN
DATE
OCTOBER, 2019
PROJECT # FUNDING #
19.00117 N/A
SHEET
C=1 01
0
0

GRADING AND EMBANKMENT NOTES:
1. EMBANKMENT GRADING FOR LOCATIONS WHERE EMBANKMENT TOP ELEVATION IS BELOW 99.0' ONLY AND/OR LIMITS SHOWN IN THE
PLAN SHEETS. MAINTAIN EXISTING WHERE TOP ELEVATION IS ABOVE 99.0'
2. A MINIMUM OF 1 FT OVERCUT EXCAVATION IS REQUIRED PRIOR TO PLACEMENT OF FILL/GRADING.
3. ALL ADDITIONAL FILL PLACED OVER EXISTING SLOPES SHALL BE BENCHED IN 1FT VERTICAL INCREMENTS INTO THE EXISTING SLOPE.
4. OVERCUT MATERIAL NOT SUITABLE FOR FILL SHALL BE HAULED OFFSITE AND SHALL BE PROPERLY DISPOSED.
5. GRADING (INCLUDING OVERCUT EXCAVATION) SHALL BE EXTENDED MIN. 50' BEYOND THE LIMIT OF PROPOSED WORK TO TIE TO
EXISTING GROUND AREAS BELOW 99.0'.
6. WORK DESCRIBED ABOVE SHALL BE INCLUDED IN THE LUMP SUM BID PRICE. UNSUITABLE MATERIAL ENCOUNTERED BELOW 1 FT
OVERCUT EXCAVATION AND EXCAVATION LIMITS SHOWN ON THE PLANS SHALL BE PAID AT THE UNIT BID PRICE FOR UNDERCUT
EXCAVATION.
105 EXTERIOR
01111
40
INTERIOR
6" COMPACTED ABC DRIVE
PROP. EMBANKMENT
0.' - 99.0'
CREST
EXISTING GRADE
p NORMAL POOL
WATER EL. = 95.5'
28.49 R
CEDAR CREEK RD.
�'�
------- -----
-
-------------
------------
---
'�
- --
--
V OVERCUT
EXCAVATION--
EX. GRAVEL
DRIVE
-------------
------------
---
------------
------------
------------
0161
WIT11
0161
9T00 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 1000
11 +50
105 EXTERIOR INTERIOR 105
100
95
CREST
-
PROP. EMBANKMENT
EL. = 99.0'
EXISTING GRADE
6" COMPACT
ABC DRIVE
NORMAL POOL
WATER EL. = 95.5'
,-
--
EX. GRAVEL
DRIVE =-;-
, '
CEDAR CREED
RD.
--
'
1' OVERCUT EXCAVATION
,
100
95
9P00 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 1000
11 +00
EXTERIOR INTERIOR
105 105
100
95
PROP. EMBANKMENT CREST
EL = 99.0'
EXISTING GRADE
----
--------------
-------
--
-------------
---- -
--
______ -----
------------
EX. GRAVEL
POOL p
EL. = 95.5'
'
CEDAR CREEK RD.
EXCAVATION
-------------
DRIVE
-
------'
1' OVERCUT
EX. GRAVEL DRIVE
-
NORMAL
WATER
100
95
9T00 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 1000
10+ 50
105 EXTERIOR INTERIOR 105
100
CEDAR CREEK RD.
95
EXISTING GRADE
100
95
I I 1 1
9 g 0
�00 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
10+00
5400 Trinity Road P�
Suite 107mcg I
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459 Q�
m cg i I lassociates. com
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
GING QCUMBERLAND COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION
PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
OFFICE MANAGER DESIGNER
BJR MMG
PROJECT MANAGER REVIEWER
IDS MH
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
CROSS-SECTION VIEWS
STA. 10+00 - STA. 11 +50
DATE PROJECT # FUNDING #
OCTOBER, 2019 1 19.00117 N/A
SHEET
C=301

Q
0
0
U)
U)
w
0
0
0
a
GRADING AND EMBANKMENT NOTES:
1. EMBANKMENT GRADING FOR LOCATIONS WHERE EMBANKMENT TOP ELEVATION IS
BELOW 99.0' ONLY AND/OR LIMITS SHOWN IN THE PLAN SHEETS. MAINTAIN EXISTING
WHERE TOP ELEVATION IS ABOVE 99.0'
2. A MINIMUM OF 1 FT OVERCUT EXCAVATION IS REQUIRED PRIOR TO PLACEMENT OF
FILL/GRADING.
3. ALL ADDITIONAL FILL PLACED OVER EXISTING SLOPES SHALL BE BENCHED IN 1FT
VERTICAL INCREMENTS INTO THE EXISTING SLOPE.
4. OVERCUT MATERIAL NOT SUITABLE FOR FILL SHALL BE HAULED OFFSITE AND SHALL
BE PROPERLY DISPOSED.
5. GRADING (INCLUDING OVERCUT EXCAVATION) SHALL BE EXTENDED MIN. 50' BEYOND
THE LIMIT OF PROPOSED WORK TO TIE TO EXISTING GROUND AREAS BELOW 99.0'.
6. WORK DESCRIBED ABOVE SHALL BE INCLUDED IN THE LUMP SUM BID PRICE.
UNSUITABLE MATERIAL ENCOUNTERED BELOW 1 FT OVERCUT EXCAVATION AND
EXCAVATION LIMITS SHOWN ON THE PLANS SHALL BE PAID AT THE UNIT BID PRICE
FOR UNDERCUT EXCAVATION.
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
100
95
M
PROP. EMBANKMENT CREST
EL = 99.0'
EXTERIOR
ADD V MIN. EMBANKMENT FILL
INTERIOR
EX. ENDWALL
------'-
----
--"----
NORMAL POOL
WATER EL. = 95.5'
-� -----
V OVERCUT
EXCAVATION
01
EL. 91.58
------- ---
REMOVE EXCESS SEDIMENT
2 RIP RAP
�`
`.�
59.22 R
2' CLASS
----------
-
/
ENDWALL
PROP.
EXISTING GRADE
-------------------------------
CEDAR CREEK RD.
100
95
•EG
8&0 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 800
13+50
EXTERIOR INTERIOR
100
95
w
CLASS 2 RIP RAP
_ NORMAL POOL
- _
WATER EL. - 95.5'
-------------------------
-------------
-
2'
�
-
,,
•�
CEDAR
CREEK RD.
GRADE
i
EXISTING
i
- - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - -
-------
------------
---------
--i
i
w
1' OVERCUT EXCAVATION
v
-
f
100
95
8T20 110 160 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 805
13+00
EXTERIOR INTERIOR
100
95
091
06
--------------------------------------------------------
PROP. SPILLWAY CREST
EL. = 95.5'
8"
CONC. CAP
DETAIL SH. C-503)
_
EXCAVATE
REPLACE
EMBANKMENT
_ NORMAL
WATER
POOL
EL. = 95.5'
(SEE
------- ----
EX. SOIL AND
W/
FILL
EL. 90.66
-
---'-�
,�•
i
�,�•
�\
CEDAR CREEK
i
2' CLASS 2 RIP RAP
RD.
EXISTING GRADE
i
---------------------------------------
------------------------
i
\
CLAY CORE
100
95
MA
F:M
8&0 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 800
12+50
EXTERIOR INTERIOR
100
95
90
8
100
95
90
1700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10D7
12+00
PROP. EMBANKMENT CREST
EL. = 99.0'
6" COMPACT ABC
DRIVE
CEDAR CREEK
RD.
i
i
i
EL. 95.06
3
_ NORMAL POOL
WATER EL. = 95.5'
•
�\
EL. 91.85
EXISTING
GRADE
-'
- -
------------
1' OVERCUT
-
EXCAVATION
-----
-------
BEFORpe PROFILE SHEET
HORIZONTAL: 1" = 10'
FA5400 Trinity Road Q�' vQ�`' °God JESSUP'S MILL POND DAM REPAIR VERTICAL: 1" = 5' CROSS-SECTION VIEWS
Suite 107 �� • NORTH CAROLINA WILDLIFE PAPER SIZE24"X36" STA. 12+00 - STA. 13+50
Raleigh, NC 27607 , 1 OFFICE MANAGER DESIGNER
919.378.9111 10 N
RESOURCES COMMISSION BJR MMG C=302
C9 I I I �
NC Firm License # C-0459 Q�- GING QPROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
m cg i I lassociates. com CUMBERLAND COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION IDS MH OCTOBER, 2019 19.00117 N/A

GRADING AND EMBANKMENT NOTES:
1. EMBANKMENT GRADING FOR LOCATIONS WHERE EMBANKMENT TOP ELEVATION IS BELOW 99.0' ONLY AND/OR LIMITS SHOWN IN THE
PLAN SHEETS. MAINTAIN EXISTING WHERE TOP ELEVATION IS ABOVE 99.0'
2. A MINIMUM OF 1 FT OVERCUT EXCAVATION IS REQUIRED PRIOR TO PLACEMENT OF FILL/GRADING.
3. ALL ADDITIONAL FILL PLACED OVER EXISTING SLOPES SHALL BE BENCHED IN 1FT VERTICAL INCREMENTS INTO THE EXISTING SLOPE.
4. OVERCUT MATERIAL NOT SUITABLE FOR FILL SHALL BE HAULED OFFSITE AND SHALL BE PROPERLY DISPOSED.
5. GRADING (INCLUDING OVERCUT EXCAVATION) SHALL BE EXTENDED MIN. 50' BEYOND THE LIMIT OF PROPOSED WORK TO TIE TO
EXISTING GROUND AREAS BELOW 99.0'.
6. WORK DESCRIBED ABOVE SHALL BE INCLUDED IN THE LUMP SUM BID PRICE. UNSUITABLE MATERIAL ENCOUNTERED BELOW 1 FT
OVERCUT EXCAVATION AND EXCAVATION LIMITS SHOWN ON THE PLANS SHALL BE PAID AT THE UNIT BID PRICE FOR UNDERCUT
EXCAVATION.
100
95
-------------1- 1-- I ---
CEDAR CREEK RD.
EXTERIOR
EXISTING GRADE
---------r-
INTERIOR
NORMAL POOL
WATER EL. = 95.5'
------
100
95
-T10 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90-
15+ 50
EXTERIOR INTERIOR
MENESEEMEREM"w
95
------------------
CEDAR CREEK RD.-
-1
EXISTING GRADE
-- i-----------
��i
_ NORMAL POOL
WATER EL. = 95.5'
95
-T10 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 go-
15+00
EXTERIOR INTERIOR
�.M"w
95
CEDAR CREEK RD.
-------------------------- ---------------------------- ----
EXISTING GRADE
_ NORMAL POOL
WATER EL. = 95.5'
95
-T10 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90-
14+ 50
EXTERIOR INTERIOR
100
95
Q
0
0
v
99.0
---.
--
EXISTING GRADE
--�
----------
1' EMBANKMENT
FILL
NORMAL POOL
WATER EL. = 95.5'
'
CEDAR CREEK RD.
_
EL. 91I.A.5
--
`
53.07
1' OVERCUT
EXCAVATI
N
---
--------
- -
100
we
8f30 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 7d5
14+00
5400 Trinity Road P�
Suite 107
Raleigh, NC 27607
C9 919.378.9111 !,�
NC Firm License # C-0459 Q�
m cg i I lassociates. com
a
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
GING QCUMBERLAND COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION
PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
OFFICE MANAGER DESIGNER
BJR MMG
PROJECT MANAGER REVIEWER
IDS MH
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
CROSS-SECTION VIEWS
STA. 14+00 - STA. 15+50
DATE PROJECT # FUNDING #
OCTOBER, 2019 1 19.00117 N/A
SHEET
C=303 I

r+j
PLAN
G 9 G
I I I I I[
--
�
I I 4 I I 1 I
-�-� - - -- ---
L DDWEL
OPTIOttAL CONSTALICTIDN JOINT
REMOVE EXCESS SEDIMENT
ELEVATION
i
i
INV. OUT = 89.64'
PROP. (3) 7' WIDE W
N, S, E WALLS EL. -
W/ TRASH RACKS
8.
EX. 48" R
REPLACE rr r� r vvrr. r
INV. EL. = 90.54'
�� ,, gEFORF y
C
5400 Trinity Road P Qv�'
Suite 107 1
Raleigh NC 27607
919.378.9111 !,� N
mcgill NC Firm License # C-0459 �i 9,��
mcgillassociate Q GING
QP
PROP. CONC. ENDWALL
(SEE DETAIL. THIS SH.)
SLOPE AS I NDI QAT'E0 ON PLANS
PLACE BRODVE OR
BELL END OF PIPE
TO FACE OF WALL Y�
(IF C❑NST. JOINT IS USED)
P I FFf' #4 - BARS
DGV4 E L
END ELEVATION BAR- or '"
DOWELS IN ENDWALL WTTH REINFORCED CONCRETE PIPE
LOG.
PIPE
aIA.
ELWLE PTPE
DOUBLE
PIPE
15"
16r.
24'
`10„
42.
fig.,
1.5-
19"
24„ 30.,
38;r
42,r
40..
BARS
�,xl,
,rx i,
,. X..
X.
,
,r�;r
r ,r
V.
.,
„ „
,x.. , .,
„ ,
,,
.
Yr
G
QTY.
2
2
3
a
4
4
2
S
0
:2
2
a 0
4
4
2
V
QT-Y .
-
-
-
-
-
_
_
1
t
2 2
2
3
G
on.
2
2
121
3
1 4
4
5
2
3 3
4
A
5
TOTAL LBS.
1 9 1
9
1 14
14
1 14
65
65
12
12
23
T7
E12
DIMENS10#F8 AND CONCRETE OUANTIT 1ES
USING C011CRETE PIPE
COMMUN DIMENSIONS
SINGLE PIPE
DIDUBLE PIPE
D
R
T
L
VD3
L
VDI
„
r� r,
N
rG
r. ,,4
21
i,
D
,-5
5'-
0.7
,M
2 -2'
N
7r-8
1.0
18"
3r-7"
1'-10"
3'-2"
21A "
10"
5'-A"
1.1)
2'-7"
13r-1 t"
1.3
24"
4'-2"
2'-1"
4'-13"
3
10"
$'-U"
1.5
31-5"
1 t'-6"
2.a
0r'
15'-0"
2'-e"
4'-7"
444"
11%'P
a'-2"
13'-5
3.1
'35''
2'-all e_8r.
5.-8,,
,r
TI A
11r-�,.
r21.a
V .4
�gar-r1"
1-4r''
1C3'-oil
4.5
42"
IE'-2„
3,_111
81-4"
51..,"
1142"
7:R'-8"
4.5
5'-10"
18'-8"
6.0
'SEE SHEET 3
PROP. EMBANKMENT CREST
EL. = 99.0'
EX. GRADE
4
L�J Sri
b E
Cc-
W =0C.S
<
iI­-LL
0
Lij
LU
� J� = LU
c
CC
CC LL
LU Uj
CL CL
C
0
�
LU LU J
00 ca
fr
0
!
-!EET 1 GF "'
838.01 -.
FLAT ROOF RECTANGULAR
RACKS/WEIRS
(STANDARD SIZES)
DIMENSIONS IN INCHES TO THE NEAREST 1/4"
HOST STRUCTURE INSIDE DIMENS164S
LENGTH WALL THICKNESS (REQUIRED)
WOTH
'AS DISTRIBUTED BY CONTEW
CONSTRUCT10N PRODUCTS NATIONALLY*
WIDTN A
11 3$
116 3 4
22 S
27 f
32 7 8
38 1 A
43 8 8
4
54 318
15.g 3 4
55 1/15
170 1 2-
175 7
81 7 9
187 1 4
CODE
1 02
1 03
1 04
1 05
1 06
1 07
1 08
1 09
110
11
1 12
1 13
1 14
1 T 5
1 16
Lf=NQTH E
11 3$
116 3 4-
122 I B
127 1
52 7 ZB j 38 1 4
14.3 5/BI
49
154 318
159 3 4 165 1 JE
70 1
75 7 8
181 7-S
187 1 4
CAE
02
03
1 04
05
0 07
08
0J
10
1 11 1 12
1 13
1 14
1 15
1 16
HEI FIT C
17 1 2
112 7 8
CODE
01
02
1 GRID 2 GRID
HIGH HIGH
l�IiC1>I ■iiC
!tM MtME PM IL OM A. SkiII- •oo
'MET D ESTER, DHIG 45C69
fi}p33 n. r.$M2j rA ; ,ri13145.73Aw
0 mffmw
PROP. (3) 7' WIDE WEIRS ON N. S. E, WALLS
EL = 95.5'
-_------------ - - - - REPLACE 48" PIPE TO NEAREST
- - JOINT
10'X10' RISER STRUCTURE
N TS
NO. I DATE I BY
DESCRIPTION
EX. 48" RCP
EMABKMENT CROSS SECTION
N TS
TORMRAX TRASH RACK
EE DETAIL, THIS SH.)
TOP OF RISER
EL. - 97.4'
STRUCTURE STEPS
(SEE DETAIL SH. C-502)
L. = 91.0'
8' VALVE STEM
EXTENSION W/
REMOVABLE T-BAR
HANDLE
10" GATE VALVE
10" PVC ORIFICE
INV. = 91.0'
INV. EL. = 90.54'
SCREW ON PVC CAP
ADJUSTABLE GATE
VALVE SUPPORT
10" PVC TEE
FLAT ROOF (FR)
WDTH (A) LENGTH (B) HEIGHT (C)
COSTGMER:
PROJECT:
STORMRAX TRASH RACK
(SEE DETAIL, THIS SH.)
8' VALVE STEM EXTENSION W/
REMOVABLE T-BAR HANDLE
10" GATE VALVE
12"#5 DOWELS
AT 12" SPACING
PROP. 8" 5'X5' CONC. APRON
EL. = 89.0'
NOTE: ALL PVC PIPES AND
FITTINGS SHALL BE SCHEDULE 80.
4
44 ` 4
ORIFICE DETAIL
N TS
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA
APRON
PAPER SIZE 24"X36"
PROP. 10" ORIFICE W/ TEE INV. EL. = 91.0'
(SEE DETAIL, THIS SH.)
DATE:
DRAWN BY.
APP'D BY:
DETAIL:
PRELIMINARY
- FOR REVIEW PURPOSES ONLY NOT RELEASED FOR
CONSTRUCTION
OUTLET STRUCTURE DETAILS
OFFICE MANAGER DESIGNER
BJR MMG
PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
IDS MH OCTOBER, 2019 19.00117 N/A
SHEET
C=501
O
O

C
A
CLR. TYP.
` #4 RESARS ' �k
{Ck
- - - - - - -I
I L
M
1 I
ri I m
#5 REBARS 12
CENTEFtS T-yP
SECTION }A -A'
11
{
o #4 P BARS
+
4
WAFFLE WALL PLAN V I EVIL
6ri 7Lr rr
IF
' 1 MIN. CLA .
W W Lu
'
YIN ( LAP Y F
m
rt ONREBARS
$'
,
#5 REBARS 12"
CENTERS (TYP. )
j-41
SECTION ` - C'
I' %LN i [}
#4 REBARS
� 1 +
M I Lu
m
M I+ Q
k I ' I --I
, f-r
I �
+ CC
4 #5 REBARS a .{
��12"GENTER5 -
ECTION '13 �
� H
C
THE PATTERN OF THE
QD
KNOCK -OUT
PANELS ARE SHOWN
FOR ILLUSTRATIVE
PURPOSES ONLY.
1'' MIN.
CLR.�TN
'�
.+ P.
.{
'i w + •
. Il '{
1
.•J •
Ck
t
t :W
t
•�
CLR.ITYR) ��WAFFLE BALL ISOMETRIC VIEW
4x4 4xW4
WWF ( LAP #5 R E SARS @ 12 ,
WWF 61' 0N- CENTERS (HORI.
Y TO REBAFIS ) & VERT . )
( USE WITH
4' X 4' & LARDER
DRAINAGE STRUCTURES
TYPICAL)
.
SOLID WALL PLAN I EW -''
'v' p ,
'
ee
t .I�;+t t;�
4s
{
'�
p'
. • . 13 { ' '
• 117 PA r ' r
4 x 4 W4 xW4
'
:' • '� . { . �' •, : v' t •,
Y + + Y.. �, •,
�' '•
INV� F LAP
F'
w
' �. ,�t '' '
'. , ` ` �' '. # ' • �' ;.
•!.�
Y I'1'M FO �7 -
fit'
¢ +
•'+'. '
' �'
''•
''• 4
4 +
+
TO AEBARS
t'
y1 t ,`T+
y t ,`'
. y+
#5 REBARS
w
�2" CENTERS
TCPJCAL
�`
"'i
tp
SECTION 'D -D'
SOLID WALL ISOMETRIC VIEW
NOTES:
INSTALL ALL STEPS PfOTRUDING 4" FROM INSIDE FACE OF STRUCTURE FALL.
STEP$ DIFFERING IN DIMENSIONS, ODN FIUVRATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDE@ THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF T4E PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCA STEPS.
�1
PLAN
V4 r
r
ELEVATION
PLAN
1,6 it
ELEVATION
U)
co
w
0
0
rn
0
CQM F
SIDE
ELEVATION
CAST 180N
SECTION A -A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
m cg i I lassociates. com
PLAN
0}
�G r
M1 i
SIDE
ELEVATION
9
N
rl
I 1 4tr
ELEVATION
PLAN
CAST IRON
#6 BAR OR
#8 BAR
CALV'O.
SIDE
ELEVATION
3 REINFORCING STEEL
rtOTE :
t _ DO NOT USE IN
" SANITARY SEWER MANHOLES.
ELEVATION
NO. I DATE I BY
F— <
CD ■
CL
W Q L� r
F__ H
F_0 _j
oow
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1SHEET 1 OF 2
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HE ET 7 OF 1
840-66
DESCRIPTION
GENERAL NOTES:
THIS PRECAST BOA{ MAY BE USED FOR THE FOLLOWING
STANDARDS: 840.01, 840.02, 840.04. 840.05, 840.13,
840.14, 840.15, 840.17, 840.18, 840.19, 340.26,
84-0.2.7, B40.28, 840.31, 840.32 AND 840.41.
R INSTAILL PRECAST DRAINAGE STRUCTURES AND PAY
FOR IN ACCORDANCE WITH SPECIFIGATION SECTIDN 840.
* DO NUT PLACE PRECAST DRAINAGE STRUCTURES
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETDUREO.
USE 4000 PSI CONCRETE.
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM ASIS FOR
GRADE GO AND YIELDED WIRE FABRIC CONFORMING TO ASTM Al 004.
# LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
STRUCTURE TO 10'-0" i LI-MIT SOLID WALL STRUCTURE
TO 16'
* PLACE LIFT HOLES 09 PINS Its ACCORDANCE WITH.
OSHA STANDARD 1926.704.
CUT OR FanM OPENINGS FOR PIPE TO PROVIDE
REQUIRED SIZE AND LOCATION. OFFIENT WAFFLE WALL STRUCTURES
80 THAT PIPES ENTER THROUGH THE
KNOCKOUTIWAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH
THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF P" OF
WALL IS PROVIDED ABOVE THE HOLE.
ALL ELEMENTS PRECAST TO MEET ASTM C913.
* i FAME. AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
OR BRICK IN ACCORDANCE WITH STANDARD 640.25.
PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS AS DIRECTED BY THE ENGINEER.
-A WELDED WIRE F'A,BRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
AS THE SAME AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH A FLEXIBLE BUTYL RUBSEi3
BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A3
AASHTO M-198r TYPE B - BUTYL RUBBER.
* LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR
DIMENSIONS OF 5'-Orr 'X 5'-00' .
" THE OUTSIDE PIPE DIAMETER PLUS 2'0 OFF THE OPENING
HEGUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
SIZE WHICHEVER IS GREATEN.
USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
REINFORCE GPENING AS SHOWN ON THIS SHEET.
OPENING SHALI. SE
LOCATED AS REQUIRED
I-
STEPS
I
I
#E5 BAR S
' I OPENING
L
PLAN TOP SLAB
PRECAST RISER PLAN
JESSUP'S MILL POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA
{ {
+ �: •$' V,
41 1
<
•
REBARS
CENTERS
=
'=
�_ •
> F -1 '
iF ISF4 r1
W < < LL
@ OPNIIGi
SECTION `C—Cf
<
C
CORNER COT DETAIL
WALL BOX)
" 'L' OP 'W' S'
#4 RE BARS
f}" CPNTF;RS yy�� �y o ��77
f R4 REEBTAI�'!L l�S [� !i+
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3- 4
4
H
gn
aj
ir
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L
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Z
W
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'RECAST RISER DETAIL - <
SECTION VIEW SECTION VIEW
OPTIONAL JOINT DETAILS
PAPER SIZE 24"X36"
d
CC
�
Lu
Lu
�
SHEET 2 CF 2
840.4
PRELIMINARY
— FOR REVIEW PURPOSES ONLY NOT RELEASED FOR
CONSTRUCTION
OUTLET STRUCTURE DETAILS
OFFICE MANAGER DESIGNER
BJR MMG
PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
DS MH OCTOBER, 2019 19.00117 N/A
SHEET
C=502
0
0
a

I1
NA
9U_ -A y )V
i
MEMO AM ftwb
M
re ��� ■
PROPOSED BROAD CRESTED WEIR SECTIONS
2' CLASS 2 RIP RAP
EXISTING GRADE
6" #57 WASHED STONE
PRELIMINARY
FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
C9Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
m cg i I lassociates. com
WEIR TOP EL. 95.5'
4'-0" MIN
NON WOVEN
GEOTEXTILE (MIRAFl
18ON OR EQUAL)
123'
8" THICK CONCRETE
NON WOVEN
GEOTEXTILE (MIRAFl
180N OR EQUAL)
PROPOSED BROAD CRESTED WEIR SECTION A -A
N TS
GROOVED JOINT EXPANSION JOINT
PROPOSED BROAD CRESTED WEIR SECTION B-B
N TS
JESSUP'S MILL POND
2.5'
2.5'
'ATERTIGHT JOINT SEALER
NOTES:
1 PI ACF �" PYPANCION .101NTQ AT 95' INTPP\/AI I, -
#57 STONE
4'-0" MIN.
1 1 MIN. OR AS SHOWN ON
PLANS
NON WOVEN
GEOTEXTILE (MIRAFl
180N OR EQUAL)
2'-6"
2' CLASS 2 RIP RAP
2'-6" MIN.
RIP RAP SLOPE PROTECTION DETAIL
N TS
PIPE OUTLET TO FLAT AREA —
NO WELL DEFINED CHANNEL
INSTALL FIL
FABRIC
#57 STONE -
I� L
a
II
SECTION A -A
PIPE OUTLET TO WELL-DEFINED CHANNEL
INST
FABRIC
OR
�L�I
a
A I
INSTALL FILTER
FABRIC INSTALL
NOTES
#57 STONE SECTION C-C FABRIC
1. La IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL—DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
5. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.41.
RIPRAP APRON SIZING
PLAN
i~ La�
SECTION B-B
PLAN
"7NE
OUTLET
PIPE DIAMETER
RIPRAP SIZE
APRON LENGTH
APRON WIDTH
APRON THICKNESS
(dm1.51d.5xd5o)
No.
(Do)
(d50)
(La)
(W=Do+La)
ALL PIPES
48"
1.2'
16'
20'
2.5'
EC
17
PIPE OUTLET PROTECTION
UPDATED MARCH, 2017
NOT TO SCALE
BEFORF yo SHEET
G10 JESSUP'S MILL POND DAM REPAIR PAPER SIZE24"X36" SPILLWAY AND RIPRAP
NORTH CAROLINA WILDLIFE PROTECTION DETAILS
OFFICE MANAGER DESIGNER
RESOURCES COMMISSION BJR MMG C=503
Q� GING QP� CUMBER LAND COUNTY NORTH CA RO L I NA PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
NO. DATE I BY DESCRIPTION IDS MH OCTOBER, 2019 19.00117 N/A
0
0

TOP OF BANK
EXISTING ROAD
EC
24
36' MIN.
6"
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
FILTER FABRIC
M1
50' MIN.
4'_
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST)
FILTER FABRIC
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-
INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE
REMOVED TREE
THAN 40' REL
REMOVE A
THAN 1 /2
UPDATED MARCH, 2017
NOT TO SCALE
TREE REMOVAL DETAIL
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
m cg i I lassociates. com
NOT TO SCALE
STANDARD HARDWARE
CLOTH - EXTEND 12"
POST BELOW GRADE
RIP RAP FACED WITH #57
WASHED STONE - 6" THK. MIN.
0 12a
GROUND-;- \ /
04
\ \/
OPTIONAL 5' x 10' x 2' DEEP
SEDIMENT TRAP
8" EXCAVATE 8" x 12" TRENCH
UPSLOPE ALONG LINE OF POSTS.
EXTEND HARDWARE CLOTH INTO
TRENCH. BACKFILL TRENCH AND
COMPACT SOIL.
SECTION
ADDITIONAL HORIZONTAL
BRACE AT OPENING
8'-0" MAX.
4' O.C.
� f
111111111111 . /FA 14 MA MA
Nil i1!0!��i!i!i!i!i►i!i!i!%i!i!1.ATTACH HARDWARE CLOTH TO
STANDARD HARDWARE
r//
CLOTH - EXTEND 12" POST SECURELY WITH TIES
POINTBELOW GRADE
SILT FENCE OUTLET TO BE
LOCATED AT LOW
ELEVATION SILT FENCE OAS SPECIFIED
-
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1 /3
HEIGHT OF BARRIER.
4. SILT FENCE OUTLETS SHALL BE LOCATED
AT LOW POINTS IN CONTINUOUS RUNS OF
SILT FENCE.
EC SILT FENCE -OUTLET
2 UPDATED MARCH, 2017
NOT TO SCALE
5' STE
(MIN.
WIRE
FENCE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
MIN. 14 GAUGE 6"X6" WIRE
6' MAX EXTRA STRENGTH FABRIC WITHOUT
UNDO' CCAI/1C
1 VI%Vvr%I\V M-WilV
THE TRENCH
SECTION VIEW
FILTER
FABRIC
STEEL
POST
BACKFILL TRENCH EXISTING
AND
THORODUGHLYT GROUND
UPSLOPE
8" (DISTURBED AREA)
MIN.
24" \//
SLOPE
SLOPE LENGTH(FT)
MAXIMUM AREA(SQFT)
<2%
100
10,000
2 TO 5%
75
7,500
5 TO 10%
50
5,000
10 TO 20%
25
2,500
>20%
15
1,500
PROPOSED SILT I
:o
I EXISTING STREAM
FENCE
X
PROPOSED TEMPORARY
I WORK AREA
PUMP AROUND
x-_
i
\
I IMPERVIOUS SAN'bA�DIKE
P
TO BE INSTALLED
-' _
. _
I IN CHANNEL 3' HEIGHT
X
G
x
1
E
X X
I PROPOSED SILT
1�� FENCE I
.................... X
............................
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x
x ROADWAY
EXISTING PIPE
TO BE REPLACED
I
I PUMP
INSTALL EARTHEN BERM TO PROTECT
(
STREAM IF DEVICE WERE TO FAIL
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
PLAN
SYMBOL
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 AS NECESSARY 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 UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
EC SILT FENCE
UPDATED MARCH, 2017
NOT TO SCALE
X
I DEWATERING DEVICE - GRAVITY -BASED
GEOTEXTILE FILTER BAG (US FILTER BAG
OR EQUAL)
A- PLACE DEWATERING
DEVICE ON NO. 57 STONE PAD
ENERGY I IMPERVIOUS SANDBAG
DISSIPATOR I I DIKE 3' HEIGHT
to
PROPOSED SILT -
FENCE I T
PROPOSED SILT
FENCE
SECTION ANTS
TEMPORARY STREAM BYPASS DETAIL
(FOR REFERENCE ONLY)
TEMPORARY BYPASS NOTES
1. Install all erosion control measures as shown in detail of Temporary Stream Bypass.
2. Construct impervious dike on upstream side of existing channel and install temporary bypass
pump to divert water around construction area.
3. Construct impervious dike on downstream side of existing channel to prevent backing up of
stream water into the construction area.
4. Dewater the construction area using another temporary pump and discharge water into a
dewatering basin until sediment has settled and water can be discharged back into stream.
5. Begin construction of cross -culvert. Contractor shall inspect system daily before beginning
any construction. No construction shall continue if system is not fully operational.
6. Any wash material removed from bypass area should be stoned outside the flood zone until
construction is complete.
7. Upon completion of culvert construction, remove bypass system within (2) two calender days.
8. Stabilize all areas disturbed during construction.
9. Contractor shall receive prior approval from engineer if choosing to use another method in
lieu of bypass channel.
EMBANKMENT SLOPE \
DIRECTION TO MINIMIZE EXPOSURE OF TOPSOIL
DISTURBED EARTH AND SOIL EROSION 28"-56"
DURING TREE REMOVAL FREE DRAINING
MATERIAL
g
1. ALL ROOT REMOVAL OR EXCAVATION IN EXCESS OF 4' SHALL BE APPROVED AND MONITORED BY
ENGINEER OR AUTHORIZED REPRESENTATIVE. 6"-12" GRAVEL
2. ESTABLISH AND MAINTAIN SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE WITH 6"-12" SAND TOE OF
NCDENR LAND QUALITY REQUIREMENTS AND THE CONTRACT DOCUMENTS.
�// EMBANKMENT
2. SCHEDULE REMOVAL OF A SEQUENCE OF FIVE TREES (MAXIMUM) AT ANY ONE TIME BEFORE ALL
D RESULTING DISTURBED AREAS ARE REPAIRED AND COMPLETELY STABILIZED. PHASED TREE
REMOVAL WILL BE CONDUCTED IN A MANNER THAT INDIVIDUAL TREES WILL NOT BE REMOVED SEEPAGE
FROM WITHIN A 40 FOOT RADIUS RELATIVE TO ONE ANOTHER PRIOR TO COMPLETION OF
BACKFILLING AND COMPACTION OF THE DISTURBED AREAS. THE DAM EMBANKMENT, PRIMARILY
THE DOWNSTREAM SLOPE, SHALL BE CLOSELY MONITORED FOR INDICATIONS OF DISTRESS OR
SEEPAGE. IF SEEPAGE IS IDENTIFIED, A REVERSE FILTER SYSTEM SHALL BE PLACED BY THE DAM SEEPAGE REPAIR DETAIL
CONTRACTOR AT THE DIRECTION OF THE ENGINEER TO PERMIT SEEPAGE WATER TO EXIT THE NOT TO SCALE
EMBANKMENT WITHOUT MIGRATION OF IN -SITU MATERIALS (SEE ADJACENT INSERTS).
3. ROOT MASSES ARE ANTICIPATED TO EXTEND APPROXIMATELY 3 OR 4 FEET BELOW THE SURFACE.
REMOVAL OF ROOT MASSES ENCOUNTERED THAT EXTEND BELOW THIS DEPTH SHALL BE
SUPERVISED BY A LICENSED PROFESSIONAL ENGINEER OR A REPRESENTATIVE ACTING UNDER HIS
DIRECTION.
4. BACKFILL AND COMPACT (SIX -INCH MAXIMUM LIFTS) TO 95 PERCENT STANDARD PROCTOR; SEED PRELIMINARY
AND MULCH DISTURBED AREAS WITHIN 48 HOURS OF INITIAL DISTURBANCE. - FOR REVIEW PURPOSES ONLY -
5. REMOVE ALL EROSION CONTROL DEVICES AFTER INSPECTION AND APPROVAL BY THE ENGINEER. NOT RELEASED FOR
CONSTRUCTION
,BEFORF yo SHEET
JESSUP'S MILL POND DAM REPAIR PAPER SIZE24"X36" MISCELLANEOUS AND
® NORTH CAROLINA WILDLIFE EROSION CONTROL DETAILS
a OFFICE MANAGER DESIGNER
P � RESOURCES COMMISSION BJR MMG C=504
Q� GING QP� CUMBER LAND COUNTY NORTH CA RO L I NA PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
NO. DATE BY DESCRIPTION IDS MH OCTOBER, 2019 19.00117 N/A
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