20201260 Ver 1_More Information Received_20201208

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#* Version* 1
20201260
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomewood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * r
For the Record Only (Courtesy Copy)
r
New Project
r
Modification/New Project with Existing ID
r
More Information Response
r
Other Agency Comments
r
Pre -Application Submittal
r
Re-Issuance\Renewal Request
r
Stream or Buffer Appeal
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Lauren Norris -Heflin
Who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20201260 1
20170001(no dashes) 1
Project Name: NCNG McLeansville Readiness Center
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Guilford
Please upload all files that need to be submited.
aick the upload button or drag and drop files here to attach document
2020.12.07_Response to RAI_NCNG
175.87KB
McLeansville.pdf
McLeansville Impact Maps 2020.12.01.pdf 4.09MB
NCNG MCLEANSVILLE EROSION CONTROL
33.24MB
PLANS. pdf
PCN - McLeansville - 2020.12.07.pdf 186.19KB
Only pdf or lqm files are accepted.
Describe the attachments
or comments:

Response to USACE's Request for Additional Information (RAI), updated Impact Maps, updated PCN, and
updated Erosion Control Plans.
Sign and Submit
V By checking the box and signing box below, I certify that:
■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
■ I agree that submission of this online 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");
■ 1 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 online form.
Signature:
Submittal Date: Is filled in autorratically.

ENGINEERING | DESIGN | TECHNOLOGY
5410 Trinity Road
Suite 102
Raleigh, NC 27607

P 919.866.4951
F 919.859.5663
www.timmons.com

December 7, 2020

David Bailey
U.S. Army Corps of Engineers – Wilmington District
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

Re: Response to Request for Additional Information
NCNG McLeansville
SAW-2019-00996
(Approx. 111.9 acres)
Guilford County, North Carolina

Dear Mr. Bailey,

On behalf of the North Carolina National Guard we are providing a response to the Request for
Additional Information (RAI) email received November 30, 2020 for NCNG McLeansville, an
approximately 111.9 -acre site located south of Camp Burton Road, in McLeansville, Guilford
County, North Carolina (the Site).
The comments are outlined below in italics, with our response below.
1) Plan Sheet Nos. C1.0 and C1.1 (Wetland & Stream Impact Maps) and C1.2 (Culvert Impact
Plan & Profile) report permanent wetland impacts of 505, 2073, 570, and 170 square feet
(total of 3318 square feet or 0.076 acre) whereas the PCN reports permanent wetland impacts
of 0.073 acre. Please confirm the permanent wetland impacts proposed, and update the impact
and compensatory mitigation sections of the PCN and/or plan sheets accordingly:
The correct total for permanent wetland impacts is 0.076-acres. Section D.2. of the PCN has
been revised accordingly. The remaining sections of the PCN, including mitigation
information, is correct.
2) Plan Sheet No. C1.2 (Culvert Impact Plan & Profile) shows the Limits of Disturbance
extending into the stream channel beyond any proposed impacts. If any temporary impacts to
streams are likely within these areas, please updated the PCN and plans accordingly and
provide a temporary impact restoration plan:
There will not be any impacts within these areas. The Limits of Disturbance have been revised
accordingly.

3) “Plan Sheet Nos. C0.0 through C2.2 included in the plan sheet package entitled
“Environmental Impacts North Carolina National Guard McLeansville Regional Readiness
Center” do not appear to be complete consistent with Plan Sheet Nos. C0.0 through C5.8
included in the plan sheet package entitled “Erosion Control Submittal North Carolina
National Guard McLeansville Regional Readiness Center Early Site Package.” Specifically,
the proposed stream crossing in the latter plan sheet package appears to include an older
stream crossing design with a longer rip rap pad, rather than the updated design of the former
plan sheet package. In an effort to avoid future permit non-compliance, please ensure that all
plan sheets associated with this project are consistent with the updated design as proposed for
the requested NWP 39:
Please find attached the updated Erosion Control Plan. We are still in the erosion control review
process, but our next submittal will reflect the changes to the Impact Maps, including the
plunge pool and adjusted construction limits at the stream crossing.
4) Given the existence of potentially suitable habitat for Schweinitz’s sunflower and small
whorled pogonia within the project action area, as well as recent USFWS concerns about these
species in Guilford County, we will initiate informal consultation with the US Fish and Wildlife
Service (USFWS). Please note that the Corps cannot verify the use of a NWP until Section 7
consultation is complete;
No response required.
Please review the updated PCN, Impact Maps, and Erosion Control Plans, and contact Lauren
Norris-Heflin at [phone] or [e-mail] if additional information
is required.

Sincerely,
Timmons Group

Lauren Norris-Heflin
Environmental Project Manager

CC Sue Homewood, NC DEQ Division of Water Resources

C0.0COVER INDEX OF DRAWINGSC0.0C1.0COVER WETLAND & STREAM IMPACT MAPSPROJECT TEAMCONTACT: MR. ROBYN BRYANT NORTH CAROLINA NATIONAL GUARDOWNERPHONE: (984) 664-61161636 GOLD STAR DRIVE, SUITE 2600RALEIGH, NC 27607CIVIL ENGINEERTIMMONS GROUPRALEIGH, NC 276075410 TRINITY ROAD, SUITE 102CONTACT: MR. FRANK SLINSKYPHONE: [phone]NORTH CAROLINA NATIONAL GUARD4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 27301NCNG PROJECT #: / SCO CASE #: 16-14393-01AENVIRONMENTAL IMPACTSVICINITY MAP1" = 1000'SITE CIVILMCLEANSVILLE REGIONAL READINESS CENTERNAD 83 C1.1GREENSBORO URBAN LOOP (HWY 840)HUFFINE MILL
RD
.CAMP BURTON RD.SITEC2.0C2.1NOTES & DETAILSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
MCLEANSVILLE REGIONAL READINESS CENTER
4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332 12-1-2020MMGMMGFSCDYOPXTSCONSTRUCTION SEQUENCEAC0.1OVERALL IMPACT MAP WC2.2PLUNGE POOL DETAILSC1.2CULVERT IMPACT MAP & PROFILEC1.3CULVERT CROSS-SECTIONS & SECTIONS & IMPACT TABLEWETLAND & STREAM IMPACT MAPS
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX725730735740745725730735740745725730735740745
7257307
1
5 -2.1%-2.5%745750745745720725725730730735735740745750755790
790
760
760
715
720
725
715720725730760765
750C0.1OVERALL IMPACT MAPJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
MCLEANSVILLE REGIONAL READINESS CENTER
4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332 12-1-2020MMGMMGFSGREENSBORO URBAN LOOP (HWY 840)CAMP BURTON RD.CDYOXTSAPW
720
71
5 710XXXXXX730730
C/L DITC
H
728
7327347
6
0 760752
753
754
XXX C/L DITCH744.00'752
781782783784WETLAND & STREAM IMPACT LEGENDPERMANENT WETLAND IMPACT - GREENZONE 2 BUFFER IMPACT - PURPLEBASIN, b(1) NON-ADJACENT WETLAND IMPACT - ORANGEINDIRECT POTENTIAL LOSS OF FUNCTION - PINK720730730X
X X740
745
-2.5%715711X X715720712720
WETLANDY- WETLAND IMPACT AREAWETLANDT- WETLAND IMPACT AREAWETLANDP - WETLAND IMPACT AREANAD 83
0SCALE 1"=40'80'40'BASIN, B(1) NON-ADJACENTWETLAND IMPACT(6,849 SF)BASIN, b(1) NON-ADJACENTWETLAND IMPACT(8,475 SF)SCALE: 1"=40'SCALE: 1"=40'SCALE: 1"=40'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
MCLEANSVILLE REGIONAL READINESS CENTER
4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332 12-1-2020MMGMMGFSC1.0WETLAND & STREAM IMPACT MAPS WETLAND IMPACT(2,073 SF)WETLANDO - WETLAND IMPACT AREALIMITS OF DISTURBANCEWETLAND IMPACT(505 SF)SCALE: 1"=40'PERENNIAL D -BUFFER IMPACT AREASCALE: 1"=40'LIMIT OFDISTURBANCE20' ZONE 2 IMPACT(684 SF)PERENNIAL STREAMINDIRECT POTENTIALLOSS OF FUNCTION(4,299 SF)
WETLAND & STREAM IMPACT LEGENDPERMANENT WETLAND IMPACT - GREENPERMANENT STREAM IMPACT - BLUEZONE 1 BUFFER IMPACT - REDZONE 2 BUFFER IMPACT - PURPLEBASIN, b(1) NON-ADJACENT WETLAND IMPACT - ORANGEINDIRECT POTENTIAL LOSS OF FUNCTION - PINKPERMANENT STREAM IMPACT -NO LOSS - YELLOW7407
3
5
X
X
X
749
748
748
765760XXXXXXX752753754
C/L DITC
H
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
MCLEANSVILLE REGIONAL READINESS CENTER
4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332 12-1-2020MMGMMGFSNAD 83
0SCALE 1"=40'80'40'WETLANDX - WETLAND IMPACT AREASCALE: 1"=40'WETLANDS - WETLAND IMPACT AREALIMITS OFDISTURBANCEWETLAND IMPACT(570 SF)SCALE: 1"=40'INDIRECT POTENTIALLOSS OF FUNCTION(12,283 SF)BASIN, b(1) NON-ADJACENTWETLAND IMPACT(1,633 SF)C1.1WETLAND & STREAM IMPACT MAPS
UGP 695700
705
710692X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
7057107
0
5
7
1
0
7
1
5
695
696
69
5
700
705
710
695700715720WETLAND & STREAM IMPACT LEGEND
PERMANENT WETLAND IMPACT - GREEN
PERMANENT STREAM IMPACT - BLUE
ZONE 1 BUFFER IMPACT - RED
ZONE 2 BUFFER IMPACT - PURPLE
BASIN, b(1) NON-ADJACENT WETLAND IMPACT - ORANGE
INDIRECT POTENTIAL LOSS OF FUNCTION - PINK
PERMANENT STREAM IMPACT -NO LOSS - YELLOW
682
685
690
695
700
705
710
715
682
685
690
695
700
705
710
715
0+00 0+50 1+00 1+50 2+00 2+44.64
EXISTING GRADE
8'X10' (1FT SUBME
R
G
E
D
)

1
3
3

L
F
RCP BOX CULVER
T

@

0
.
7
5
%
INV. IN = 688.87
KEYED IN 25 LF
CLASS I RIP RAP,
18" THICK
PREFORMED SCOUR HOLE
(SEE SHEET C2.1 FOR DETAIL)
ROAD BED
PROPOSED GRADE
INV.
OUT =
687.80
CULVERT
BURIED 1'
BELOW
STREAMBED
BAFFLES (SEE
DETAIL SHEET
C2.1)
PERENNIAL
C & A - CULVERT PLAN &
WETLAND IMPACT AREA
SCALE: 1"=40'
LIMITS OF
DISTURBANCE
20' ZONE 2 BUFFER
(11,285 SF)
30' ZONE 1 IMPACT
(15,166 SF)
PERMANENT STREAM IMPACT
136 LF (2,595 SF)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEMCLEANSVILLE REGIONAL READINESS CENTER4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332
12-1-2020
MMG
MMG
FS
0
SCALE 1"=40'
80'40'NAD 83WETLAND IMPACT
(170 SF)
PLUNGE POOL WITH
24" OF KEYED IN
CLASS II RIPRAP
25 LF CLASS I RIP RAP, 18" THICK
C1.2 CULVERT IMPACT MAP & PROFILEPERENNIAL STREAM IMPACT
A - CULVERT PROFILE
HORIZ. SCALE: 1"=40'
VERT. SCALE: 1"=4'
685
690
695
700
705
710
715
685
690
695
700
705
710
715
692.7692.6692.1691.3692.6693.2711.44688.86701.42693.060+00 0+50 1+00 1+07.62
INV. OUT = 687.83
KEYED IN RIP
RAP, 18" THICK
WINGWALL
687
690
695
700
687
690
695
700
693.9691.6693.0693.7700.62697.67698.21
0+00 0+50 0+62.29
INV. IN = 688.87
KEYED IN CLASS
I RIP RAP, 18"
THICK
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEMCLEANSVILLE REGIONAL READINESS CENTER4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332
12-1-2020
MMG
MMG
FS
SCALE 1"=50'
100'50'0
DOWNSTREAM CULVERT
SCALE: 1' = 60"
UPSTREAM CULVERT
SCALE: 1' = 60"
C1.3 CULVERT CROSS-SECTIONS & IMPACT TABLE
UG
P 695692
UG
P 695692XXXXXX
XXXXXXXXXXX705 705695
7
0
0710696695700705710695700715
720C2.0CONSTRUCTION SEQUENCE0SCALE 1"=60'120'60'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
MCLEANSVILLE REGIONAL READINESS CENTER
4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332 12-1-2020MMGMMGFS1.PRIOR TO CLEARING TREES, GRUBBING, OR DISTURBING THESITE, ENTER THE SITE USING THE CAMP BURTON ROADCONSTRUCTION ENTRANCE, CLEAR A 15' WIDE STRIP OF TREESAND INSTALL DOUBLE ROW OF SILT FENCE AND A REINFORCEDSILT FENCE OUTLET ALONG THE TOP OF WESTERN ANDEASTERN STREAM BANKS AS SHOWN.2.CONTACT THE CIVIL ENGINEER FOR AN INSPECTION OF THEINSTALLED SILT FENCE AND WHEN APPROVED.3.STABILIZE DISTURBED GROUND WITH TEMPORARY SEEDINGAND TEMPORARY SLOPE LININGS DAILY.4.INSTALL THE COFFER DAM AND PUMP WATER AROUND THEWORK AREA AS SHOWN ON PLANS.1.APPROACH STREAM FROM CAMP BURTON ROAD ANDREPLACE CULVERT BEDDING SOILS WITH STRUCTURAL FILLAND COMPACT SOIL TO 95%. COORDINATE WITH OWNER'SGEOTECHNICAL TESTING AGENCY.2.INSTALL CULVERT IN THE DRY. (DURING INSTALLATION OFTHE CULVERT, EXPOSED AREAS NOT BEING WORKEDSHOULD BE STABILIZED.)3.FILL OVER PIPE TO ELEVATION 715 AND KEY RIPRAP (SEESHEET C2.1) PADS INTO STREAM BED, MATCH EXISTINGGRADES. KEEP STREAM FLOWING THROUGH PUMP.4.DO NOT DISTURB BEYOND 5LF OF THE RIPRAP PADS(STREAM BED IMPACTS SHALL ONLY BE WITHIN THE LIMITSAUTHORIZED BY THE NATIONWIDE PERMIT).5.SURVEY THE EXISTING NORMAL STREAMBED ELEVATIONSAT THE UPSTREAM AND DOWNSTREAM ENDS OF THEPERMANENT CULVERT PIPE. RECORD THESE ELEVATIONSFOR FUTURE REFERENCE.7.INSTALL ROAD AND REMAINING INFRASTRUCTURE.8.INSTALL ADDITIONAL EROSION CONTROL DEVICES ASREQUIRED DURING CONSTRUCTION.9.STABILIZE DISTURBED GROUND WITH TEMPORARY SEEDINGAND TEMPORARY SLOPE LININGS DAILY.CONSTRUCTION SEQUENCE STEP 1CONSTRUCTION SEQUENCESTEP 2COFFER DAMSILT FENCE OUTLETDEWATERING PUMPSTILLING BASIN W/ SILT BAG15' WIRE CLEARINGTO INSTALL SILTFENCE (BOTH SIDES)DOUBLE ROW OFWIRE BACK SILTFENCE (ON BOTHSTREAM BANKS)FILL TO EL. 715 &INSTALL RIPRAP18" THICK CLASS 1RIP RAPON GREATER THAN3:1 SLOPES (BOTHSIDES)INSTALL GABIANIN THE DRYNAD 83
SPECIAL STILLING BASINTYPICAL PUMP AROUNDN.T.S.COFFER DAMN.T.S.N.T.S.SINGLE BARREL CULVERT LOW FLOW CHANNEL AND SILLSN.T.S.8'2.5'5.5'10'1.0'1.5'1.0'1.5'NUMBER OF BAFFLES = 8WITH HIGH FLOW BAFFLES ALTERNATINGON 19 FT CENTERS FROM DOWNSTREAMEND OF CULVERT.19'19'*NOTES:1.NATIVE MATERIAL BETWEEN SILLS/BAFFLES IN THE CULVERTSHALL PROVIDE A CONTINUOUS LOW FLOW CHANNEL. NATIVEMATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROMTHE STREAM BED AT THE PROJECT SITE DURINGCONSTRUCTION. NATIVE MATERIAL IS SUBJECT TO APPROVALBY THE ENGINEER AND MAY BE SUBJECT TO PERMITCONDITIONS.2.SILLS/BAFFLES ARE TO 1.0 FT. WIDE, CAST SEPARATELY ANDATTACHED BY DOWELS.3.TOP LOW FLOW SILLS/BAFFLES SHOULD MATCH STREAM BEDELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG)4.DO NOT SET ELEVATION OF HIGH SILL/BAFFLES ABOVE BANKFULL.5.NUMBER OF SILL/BAFFLES DETERMINED BY THE ENGINEER.C2.1NOTES & DETAILSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
MCLEANSVILLE REGIONAL READINESS CENTER
4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332 12-1-2020MMGMMGFS
692LIMIT OF DISTURBANCE6856906866876886896957007056936946966976986997017027037046957006926936946966976986997012:13:12:1
2:137.4'35.4'6826856906957001+001+502+002+44.64INV. OUT =687.80CULVERT BURIED 1'BELOW STREAMBEDPLUNGE POOL WITHCLASS II RIPRAP 24" DEEPFLOW LINE OUT =688.803.74'BOTTOM OF PLUNGE POOL(TOP OF RIPRAP) = 684.06TIE TO EXISTINGSTREAMBEDELEV. = 688.62BOULDERS KEYEDIN FOR STREAMBEDSTABILIZATION.TOP ELEV. = 688.62BAFFLES (SEE DETAILSHEET C2.1)37.4'C2.2PLUNGE POOL DETAILSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 112 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
MCLEANSVILLE REGIONAL READINESS CENTER
4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 2730146332 12-1-2020MMGMMGFSPLUNGE POOL PROFILEHORIZ. SCALE: 1"=30'VERT. SCALE: 1"=3'PLUNGE POOL PLANHORIZ. SCALE: 1"=10'BOULDERSKEYED INNAD
8
3
INDEX OF DRAWINGSPROJECT TEAMOWNERCONTACT: MR. ROBYN BRYANTNORTH CAROLINA NATIONAL GUARDOWNERPHONE: [phone] 1636 GOLD STAR DRIVE, SUITE 2600RALEIGH, NC 27607CIVIL ENGINEERTIMMONS GROUPRALEIGH, NC 276075410 TRINITY ROAD, SUITE 102CONTACT: MR. FRANK SLINSKY, PEPHONE: [phone]ARCHITECT - PRIMESMITH-SINNETT ARCHITECTURERALEIGH, NC 276074600 LAKE BOONE TRAIL, SUITE 205CONTACT: MR. ROBERT CARMAC, AIA, LEED AP BD+C, CSI, CDTPHONE: [phone]C0.0COVER SHEETC1.2EXISTING CONDITIONS & DEMOLITION PLANC2.0FUTURE SITE PLANC2.1STAKING PLANC3.0 EROSION CONTROL PHASE AC3.1EROSION CONTROL PHASE BC3.2EROSION CONTROL PHASE CC4.0GRADING & DRAINAGE PLANC4.1GRADING & DRAINAGE PLANC5.0SITE DETAILSC5.1SITE DETAILSC5.2SITE DETAILSC5.3SITE DETAILSC5.4SITE DETAILSC5.5SITE DETAILSC5.6SITE DETAILSC5.7SITE DETAILSC5.8SITE DETAILSNORTH CAROLINA NATIONAL GUARD4250 CAMP BURTON ROAD, MCLEANSVILLE, NC 27301NCSCO CASE #: 16-14393-02BEROSION CONTROL SUBMITTALMcLEANSVILLE REGIONAL READINESS CENTEREARLY SITE PACKAGEDRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N
AP R O F E S S I O N A
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AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/202GREENSBORO URBAN LOOP (HWY 840)CAMP BURTON ROADNAD 83 SITE1"=1000'VICINITY MAPC0.0COVER SHEET
80491
738.26PP PNE B
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ABANDONED SEPTICSTRUCTURESEX. FENCEWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFEREX. WELL50' MAJOR THOROUGHFARE SETBACK75' SCENIC HIGHWAY BUFFER INTERST
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20' INTERIOR PROPERTY LINE SETBACK50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER30' ZONE 1RIPARIAN BUFFER50' ZONE 2RIPARIAN BUFFERWOODSWOODSWOODSWOODSWOODSWOODSAS PART OF THE BASE BID:REMOVE ROCK IN THIS AREA TOELEVATION 754.00, CRUSH ROCK TO6-INCH MAXIMUM SIZE, WELL MIXTHE ROCK WITH SOIL, AND BURYONSITE AT LEAST 5-FT BELOWEXISTING GRADE IN GRASS AREAS.EX. 72-INCH CMP CULVERTAPPROXIMATE LOCATIONOF 20' SAN. SEWER ESMT.C.O.G. SHEET G-329DB 3984 PG 982PB 182 PG 43APPROX. LOCATION OF10' UTILITY ESMT.(C.O.G SHEET G-453)DB 3954 PG 982PB 182 PG 43APPROXIMATELOCATION OF68' DUKE POWERR/W (SEE C.O.G.SHEET G-281)PB 182 PG 43APPROXIMATE LOCATION OF50' PIEDMONT NATURALGAS RIGHT-OF-WAYDB 1444 PG 324PB 182 PG 43EXISTING 15'UTILITY EASEMENTPB 60 PG 140NORTH CAROLINADEPARTMENT OFTRANSPORTATIONPIN:7896-21-8259DB. 007640, PG.00466NORTH CAROLINAPRISON DEPARTMENTPIN:7896-30-5965DB 942, PG 204SITE ADDRESS:4250CAMP BURTON ROADMCLEANSVILLE, NC EX. 117-IN x 79-IN CMPARCH CULVERTINV IN: 686.59INV OUT: 685.17UNPAVED ROADEX. FENCE71
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PROPERTY LINEC-A-A-A-A-A-A-A-A-A-B-B-B-B-B-E-E-E-F-F-J-L-O-K-K-H-I-G-H-G-I-G-G-E-EX. GRAVEL TRAILEX. GRAVEL TRAIL760760765770770770
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750755760745750755760765WETLAND4,804 SFJ-K-P-B-C/L OF PERENNIAL STREAMCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTION
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ITSDEMOLITION NOTES1.CONTRACT INCLUDES REMOVAL OF ALL EXISTING STRUCTURES, UTILITIES,PAVEMENTS, ETC. ABOVE AND BELOW GRADE AS SHOWN WITHIN THECONSTRUCTION LIMITS. REFER TO THE PROJECT SPECIFICATIONS FORADDITIONAL INFORMATION AND INSPECT THE SITE TO ACCOUNT FOR ALL ITEMS TOBE REMOVED WITHIN THIS AREA.2.EXISTING UTILITIES OR STRUCTURES SHOWN ON THIS DRAWING TO REMAIN OR BEMODIFIED MUST REMAIN IN CONTINUOUS SERVICE AND BE PROTECTED FROMDAMAGE. NOTE: THE CONTRACT INCLUDES RELOCATION OF UTILITIES ORSTRUCTURES IF NEEDED.3.BY SUBMITTING A BID, CONTRACTOR ACKNOWLEDGES THAT THE SITE HAS BEENINVESTIGATED TO DETERMINE EXTENT OF DEMOLITION WORK.4.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS SHOWN ON THEDRAWINGS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWNUNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWNELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THEPROPOSED DESIGN.5.INSTALL EROSION CONTROL DEVICES PRIOR TO BEGINNING DEMOLITION AND/ORCLEARING OPERATIONS. REFER TO EROSION CONTROL DRAWINGS.6.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIESSHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH WITH ALL APPLICABLERULES AND REGULATIONS. CONTRACTOR SHALL DELIVER METERS TO UTILITYPROVIDERS.7.PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THEOWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ARCHITECTIMMEDIATELY.8.ONLY REMOVE WETLANDS AS SHOWN, PRESERVE ALL WETLANDS NOT SHOWN TOBE REMOVED. REFER TO 401/404 PRE-CONSTRUCTION NOTIFICATION FORREQUIREMENTS.9.TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF RIPARIANBUFFERS, THE CONTRACTOR SHALL CUT 2-FT DEEP TRENCHES ALONG THE LIMITSOF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS.10.EMPLOY A QUALIFIED SUBSURFACE UTILITY LOCATOR SERVICE TO LOCATE ALLUNDERGROUND UTILITIES AND SERVICES WITHIN THE LIMITS OF CONSTRUCTION(INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, WATER, SEWER,CABLE, FIBER OPTIC).11.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE ANDOSHA REGULATIONS.12.REPLACE ANY EXISTING TREES & VEGETATION DAMAGED DURING CLEARING,DEMOLITION OR CONSTRUCTION OTHER THAN THOSE SHOWN TO REMOVED /CLEARED. REPLACE THOSE TREES & VEGETATION UTILIZING A LICENSEDLANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.13.PROVIDE POWER, WATER, AND ANY OTHER TEMPORARY UTILITIES REQUIRED FORDEMOLITION AND CONSTRUCTION.SURVEY NOTES1.EXISTING SITE SURVEY INFORMATION IS FROM TOPOGRAPHIC SURVEY BYTIMMONS GROUP, DATED MAY 4, 2019 THESE PLANS DO NOT ASSUME ANYLIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ONTHE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVEOCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALLEXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.2.THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA, PER FIRM# 3710270000J, EFFECTIVE DATE JUNE 18, 2007.3.HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) ASDETERMINED BY GPS.4.VERTICAL CONTROL BASED ON NAVD'88.5.CONTOUR INTERVAL IS ONE FOOT (1.0").6.THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY, AREBASED ON FIELD LOCATION OF SURFACE FEATURES AND MARKINGS PROVIDEDBY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE UTILITIESMAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY.7.THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARYSURVEY. THE SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BEUSED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT SUITABLE FORRECORDING. NO BOUNDARY SURVEY WAS PERFORMED. ALL PROPERTY LINESSHOWN ON THIS PLAT ARE BASED ON DEEDS AND PLATS OF RECORD IN THEGUILFORD COUNTY REGISTRY.8.RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEEDBOOK 182, PG. 43 AND IS APPROXIMATE.TREE CLEARINGREMOVE WETLANDS IN ACCORDANCE WITHNCDWR / ACOE PERMITREMOVE BUILDING AND SUBSURFACE UTILITIESREMOVE UNDERGROUND POWERLINEREMOVE UNDERGROUND TELEPHONEREMOVE UTILITY POLE AND CONNECTING UTILITY LINES.COORDINATE RELOCATION OF POLE AND UTILITY LINESWITH UTILITY PROVIDERS, OWNER AND CIVIL ENGINEER.KEY NOTES - ITEMS TO REMOVEREMOVE UNDERGROUND FIBER OPTICREMOVE GATEREMOVE FENCEREMOVE ALL ABANDONED SEPTIC STRUCTURES. INSPECT IN FIELDPRIOR TO BUILDING AND ACCOUNT FOR ALL ITEMS TO BE REMOVED.REMOVE INDIVIDUAL TREESREMOVE GRAVEL PAVEMENTREMOVE POWER POLE, COORDINATE WITH DUKE POWERREMOVE WELL, CAP AND ABANDON IN ACCORDANCEWITH STATE AND LOCAL REGULATIONS.REMOVE ROCK (REFER TO GEOTECHNICAL REPORT)CONSTRUCTION LIMITSA-B-C-D-E-F-G-H-I-J-K-L-M-N-O-RELOCATE NCDOT MAILBOX, COORDINATEWITH NCDOT.P-DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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LE N G I N E E RF R
A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/2020SCALE 1"=80'160'80'NAD
8
3
C1.2EXISTING CONDITIONS& DEMOLITION PLAN
XXXXXXXXXX8'' SANBENCHMARKN: 862301.10E: 1794373.22ELEV: 713.00BENCHMARKN: 859932.45E: 1794210.36ELEV: 767.78BENCHMARKN: 861095.40E: 1793680.30ELEV: 733.48BENCHMARKN: 860551.72E: 1794084.29ELEV: 768.53BENCHMARKN: 862435.78E: 1793204.39ELEV: 717.07BENCHMARKN: 862482.80E: 1793739.38ELEV: 699.69BENCHMARKN: 860407.47E: 1794464.23ELEV: 751.92BENCHMARKN: 862242.83E: 1793569.65ELEV: 691.28CAMP BURT
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1(6) SIX HGIHVOLTAGETRANSMISSIONLINESC/L OFPERENNIALSTREAMC/L OFINTERMITTENTSTREAMWETLAND12,852 SFWETLAND67,783 SFWETLAND7,049 SFWETLAND1,426 SFWETLAND721 SFWETLAND1,460 SFWETLAND23,281 SFWETLAND10,071 SFWETLAND1,977 SFWETLAND453 SFWETLAND424 SFWETLAND1,228 SFCMFCMFCMF(SEE NOTE #7)(SEE NOTE #7)(SEE NOTE #7)HIGH VOLTAGETRANSMISSIONTOWERC/L OFINTERMITTENTSTREAM50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFERWOODSWOODSWOODSWOODSWOODSWOODSWOODS50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER50' MAJOR THOROUGHFARE SETBACK75' SCENIC HIGHWAY BUFFER
20' INTERIOR PROPERTY LINE SETBACK50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER30' ZONE 1RIPARIAN BUFFER50' ZONE 2RIPARIAN BUFFERAPPROXIMATE LOCATIONOF 20' SAN. SEWER ESMT.C.O.G. SHEET G-329DB 3984 PG 982PB 182 PG 43APPROX. LOCATION OF10' UTILITY ESMT.(C.O.G SHEET G-453)DB 3954 PG 982PB 182 PG 43APPROXIMATELOCATION OF68' DUKE POWERR/W (SEE C.O.G.SHEET G-281)PB 182 PG 43APPROXIMATE LOCATION OF50' PIEDMONT NATURALGAS RIGHT-OF-WAYDB 1444 PG 324PB 182 PG 43EXISTING 15'UTILITY EASEMENTPB 60 PG 140WETLAND4,804 SFC/L OF PERENNIAL STREAMCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTION
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ITS 8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W8''W8''W8''W8''W6''W6''W6''W6''W8''W8''W6''W6''W6''W8''W8''W8''W8''WSANSAN8''W6''W6''W6''W6''W6''W6''W6''W6''W8" RPZ BACKFLOWPREVENTERHYDRANT6" METER6" RPZBACKFLOW PREVENTER6''WHYDRANTHYDRANTHYDRANTHYDRANTHYDRANTHYDRANT15'58'XXXXXJRSOIFUTUREHELIPADFUTURE ACFTFIELD HOUSE
ASSEMBLYKITCHEN/ SERVICEFUTUREADDITIONFUTUREADDITIONFUTUREADDITIONFUTUREADDITIONCOURTYARDMOVMOTOR POOLRIGID PAVEMENTUNIT STORAGEDELIVERIESREGIONAL READINESS CENTERDUMPSTOR - RRC (13,172-SF)GSA / ATV PARKINGFUTURE POV FUTUREADDITIONFUTUREADDITIONFUTURERIGID PAVEMENTDUMP FLEET MAINTENANCE SHOPFUTUREPKGFUTUREPKGGRAVELPAVEMENTPOVPARKINGLOTSTOR - FMS (4,523-SF)STORMWATERMANAGEMENTPOVPARKINGLOTMOVMOTOR POOLRIGID PAVEMENTGRAVELPAVEMENTGRAVELPAVEMENTMOVMOTOR POOLRIGID PAVEMENTMOVMOTOR POOLRIGID PAVEMENTFUTURERIGID PAVEMENTTU
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EFFE 756FUTURE / ALTGUARD HOUSEMINUTEMANFFE 756.5GUARD RAILRETAINING WALL 'A' WITHCHAINLINK FENCERETAINING WALL 'B'WITH CHAINLINK FENCEGUARD RAILGUARD RAILPIPE GATEEMERGENCY ACCESS DRIVEN: 862445.89E: 1793160.94N: 861627.85E: 1794155.75DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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LE N G I N E E RF R
A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/2020SCALE 1"=80'160'80'C2.0FUTURE SITE PLANFOR INFORMATIONONLY (NOT FORCONSTRUCTION)THIS DRAWING IS FOR INFORMATION ONLY AND NOT FORCONSTRUCTION. REFER TO SHEET C2.1 FOR WORK THAT IS INCLUDEDIN THIS PROJECT. FUTURE IMPROVEMENTS SHOWN FADED BACKSEE INSET 'A' SHEET C2.1SEE INSET 'B' SHEET C2.1SEE INSET 'C' SHEET C2.1SEE INSET 'D' SHEET C2.1NAD 83
1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHASTANDARDS.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALLWASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOROBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/ORWASTE AREAS.3.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTIONAND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.GENERAL NOTESKEY NOTES32-FT WIDE DOUBLE ARM PIPE GATE ASSEMBLYMODULAR BLOCK RETAINING WALL WITH BLACK VINYLCHAINLINK FENCE7" DIAMETER TIE BACK POSTMETAL GUARDRAIL1C5.02C5.01AC5.01C5.4XXBENCHMARKN: 862435.78E: 1793204.39ELEV: 717.07BENCHMARKN: 862242.83E: 1793569.65ELEV: 691.28METALSHED(S)RADIO TOWERGUY WIRESSEPTICSTRUCTURESCELL TOWER WITH GUYWIRES(3) TO REMAINWETLAND10,071 SFWOODSWOODSUNPAVED ROAD50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER50' ZONE 2 RIPARIAN BUFFERCAMP BURTON ROADPROPERTY LINE30' ZONE 1 RIPARIAN BUFFERC/L OF PERENNIAL STREAM50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFERC/L OF PERENNIAL STREAMCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSWITH KNOX BOXFUTURE ENTRANCE ROAD 1C5.41C5.41C5.41C5.41C5.41AC5.01C5.01AC5.050' TAPER50' TAPER17'17'R183'R217'SEE SHEETC4.1 FOR BULKGRADING17'17'18'17'50' TAPER 17'17'18'18'S66° 40' 38.15"ES82° 45' 56.10"ES19° 35' 55.71"ER=200.00'L=164.33'R=200.00'L=56.16'N: 862445.89E: 1793160.940+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+00
XXXXXXXX2C5.02C5.0MODULAR BLOCKRETAINING WALL 'A'FUTURE FENCE (NOT INCONTRACT)R10'R10'8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''WXXXXXXXXXXXXXXXX1C5.41C5.4FUTURE FENCE (NOTIN CONTRACT)FUTURE FENCE (NOT INCONTRACT)FUTURE / ALTGUARD HOUSE17'18'50' TAPERS9° 59' 36.36"WS80° 49' 27.34"ER=84.50'
L=2.86'R=74.50
'L=118.09
'N: 861627.85E: 1794155.7515+95.758+008+509+009+5010+0010+5011+0011+50
1
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ITS XXXXXXXXXXXXXXX2C5.02C5.02C5.0MODULAR BLOCKRETAINING WALL 'B'FUTURE FENCE (NOT INCONTRACT)R10'R10'R10'R10'DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
I N
AP R O F E S S I O N
A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L
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AP R O F E S S I O N
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LE N G I N E E RF R
A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/2020SCALE 1"=30'60'30'INSET 'D' (FROM SHEET C2.0)C2.1STAKING PLANINSET 'A' (FROM SHEET C2.0)INSET 'C' (FROM SHEET C2.0)INSET 'B' (FROM SHEET C2.0)NAD 83MATCHLINE INSET 'A'MATCHLINE INSET 'B'
503100.00LF504100.00LF527100.00LF528100.00LF697.29
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697.20
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685.17IE CMP 7FT686.59IE CMP 7FT80491
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1WETLAND2,073 SFWETLAND6,849 SFWETLAND1,633 SFWETLAND8,475 SFCMFCMFCMF(SEE NOTE #7)(SEE NOTE #7)(SEE NOTE #7)WETLAND169 SFINTERSTATE 840GREENSBORO URBAN LOOPWOODS
WOODSWOODSWOODSWOODSWOODSWOODSWOODSEX. WELL50' MAJOR THOROUGHFARE SETBACK75' SCENIC HIGHWAY BUFFER INTERST
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20' INTERIOR PROPERTY LINE SETBACKWOODSWOODSWOODSWOODSWOODSWOODSEX. 72-INCH CMP CULVERTNORTH CAROLINADEPARTMENT OFTRANSPORTATIONPIN:7896-21-8259DB. 007640, PG.00466NORTH CAROLINAPRISON DEPARTMENTPIN:7896-30-5965DB 942, PG 204SITE ADDRESS:4250CAMP BURTON ROADMCLEANSVILLE, NC EX. 117-IN x 79-IN CMPARCH CULVERTINV IN: 686.59INV OUT: 685.17UNPAVED ROAD71
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PROPERTY LINEEX. GRAVEL TRAILEX. GRAVEL TRAILCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTION
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50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFEREX. 72-INCH CMP CULVERTINTERMITTENT STREAMDCAREA OF FILL FROMDITCH EXCAVATIONTYP.DIVERSION DITCH: ADRAINAGE AREA: 12.90 ACC: 0.60Q: 36.30 CFSDIVERSION DITCH: BDRAINAGE AREA: 8.73 ACC: 0.60Q: 36.46 CFSDIVERSION DITCH: CDRAINAGE AREA: 8.62 ACC: 0.60Q: 30.95 CFSC/L DITCH726.00'C/L DITCH728.00'C/L DITCH730.00'C/L DITCH732.00'C/L DITCH734.00'C/L DITCH736.00'C/L DITCH738.00'C/L DITCH740.00'C/L DITCH742.00'C/L DITCH742.00'C/L DITCH740.00'C/L DITCH738.00'C/L DITCH736.00'C/L DITCH734.00'C/L DITCH732.00'C/L DITCH728.00'C/L DITCH726.00'C/L DITCH724.00'C/L DITCH722.00'C/L DITCH720.00'C/L DITCH718.00'C/L DITCH744.00'C/L DITCH725.00'TYP.TYP.TYP.TYP.TYP.DIVERSION DITCH: EDRAINAGE AREA: 2.55 ACC: 0.60Q: 10.65 CFS750755751752753754756757758759750755749751752753754756720720725725730735740745 720725730735740745721725730735740745750755760765730730735735740740745745750750755755760760765765770
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740 700705710715720720TEMPORARY CULVERT A:DRAINAGE AREA: 5.66 ACC: 0.60Q: 18.88 CFS740740745745750750755755760735735740740745745750750755755760760765
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SEDIMENT BASIN: ADRAINAGE AREA: 24.40 ACCN: 91Q: 142.41 CFSSEDIMENT BASIN: BDRAINAGE AREA: 18.76 ACCN: 91Q: 100.56 CFS7157207207257252.0:12.0:12.0:12.0:13.0:1 3.0:13.0:13.0:13.0:12.0:12.0:12.0:12.0:12.0:1 2.0:1
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6.0:1CONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONC.WASH7C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.21C5.2C1C5.2C1C5.2A1C5.2A5C5.35C5.35C5.35C5.35C5.35C5.35C5.35C5.35C5.3POROUSBAFFLEPOROUSBAFFLE6-IN SKIMMER4-IN ORIFICE10' EMERGENCYSPILLWAY1C5.34C5.21C5.2B2C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.35C5.25C5.25C5.28C5.27C5.211C5.211C5.25-IN SKIMMER3-IN ORIFICE5C5.25C5.25C5.22C5.21C5.2E10C5.2RR-310C5.2RR-210C5.2RR-410C5.2INSTALL RISER STRUCTUREAND TIE IN SKIMMER(REFER TO SHEET C5.6)EXISTING TREE LINEEXISTING TREE LINE7C5.2INSTALL RISER STRUCTUREAND TIE IN SKIMMER(REFER TO SHEET C5.5)POROUSBAFFLEPHASE 'A' CLEARING LIMITSPHA
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PHASE 'A' CLEARING LIMITSPHASE 'A' CLEARING LIMITSPHASE 'A' CLEARING LIMITS1C5.2C3C5.3BSTOCKPILEAREA 21C5.2A3C5.3C9C5.3C/L DITCH716.72'30" HDPE SLOPE DRAIN18" HDPE SLOPE DRAINCONSTRUCTION SEQUENCE1.OBTAIN AN APPROVED PLAN AND APPLICABLE PERMIT PRIOR TO COMMENCING ANY LAND DISTURBING ACTIVITY. ACOPY OF THE APPROVED PLAN AND APPROVAL LETTER MUST BE ON FILE AT THE JOB SITE. NOTIFY EROSION CONTROLAUTHORITIES OF PROPOSED STARTING DATE OF LAND DISTURBING ACTIVITIES BY CALLING THE NCDEQ WINSTONSALEM REGIONAL OFFICE AT [phone].2.CONDUCT PRE-CONSTRUCTION CONFERENCE AND INVITE NCDEQ LAND QUALITY SECTION, WINSTON SALEM REGIONALOFFICE, BY CALLING [phone].7.INSTALL CONSTRUCTION ENTRANCE.8.CLEAR/GRUB AND GRADE ONLY AS NECESSARY TO INSTALL PHASE A EROSION CONTROL MEASURES.9.INSTALL SEDIMENT FENCE AND REINFORCED SILT FENCE OUTLETS.12.INSTALL SEDIMENT BASINS A AND B.13.INSTALL PERMANENT OUTLET STRUCTURE IN SEDIMENT BASIN A, PLUG ALL ORIFICES OTHER THAN THE SKIMMERORIFICE.14.INSTALL TEMPORARY DIVERSION DITCHES AND THE REMAINDER OF EROSION CONTROL DEVICES SHOWN ON THEPHASE A EROSION CONTROL PLAN.15.EXCAVATED MATERIAL FROM THE DIVERSION DITCHES SHALL BE PLACED IN STOCKPILE AREA 2. THE REMAINDER OFTHE EXCAVATED MATERIAL MAY BE PLACED IN STOCKPILE AREA 1 IN COMPACTED IN LIFTS OF 6" TO 8" (REFER TOSPECIFICATION 31 20 00) TO BRING THE SITE UP TO FINAL GRADE.16.BEGIN DEMOLITION OF EXISTING FEATURES ONLY AS NECESSARY FOR THE INSTALLATION OF PHASE A EROSIONCONTROL MEASURES.17.ONCE THE PHASE A EROSION CONTROL MEASURES ARE INSTALLED, SEED AND MULCH DISTURBED SURFACES AFTERTHIS STEP.18.CALL NCDEQ AND THE ENGINEER TO ARRANGE AN INSPECTION OF INSTALLED EROSION CONTROL DEVICES. (NOTE:DEMOLITION, GRADING, AND ANY OTHER CONSTRUCTION WORK SHALL NOT OCCUR UNTIL THE EROSION CONTROLFEATURES ARE INSTALLED AND APPROVED BY NCDEQ INSPECTOR.)19.ONCE PHASE A EROSION CONTROL MEASURES ARE APPROVED, DEMOLITION, CLEARING/GRUBBING AND GRADING MAYBEGIN.20.MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.GENERAL NOTES1.THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTHON AND OFF SITE. ALL OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES.2.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BYLOCAL AUTHORITIES OR ARCHITECT.3.TOTAL DISTURBED AREA: 64 AC.4.ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY.5.ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED THROUGH A FILTER BAG (C5.2, DETAIL 6) TO RID THE SYSTEMOF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE PERFORMED AS NEEDED TOMAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.6.THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OROTHER ERODIBLE, FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BYSEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.7.SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTEDBY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED ASINDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES ON THIS PLAN.8.TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TO INSTALLING EROSION CONTROL DEVICES.9.ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION ISESTABLISHED.10.SEE DRAWINGS C5.5 (EROSION CONTROL DETAILS) FOR GROUND STABILIZATION, SELF-INSPECTION, RECORD KEEPING, ANDREPORTING REQUIREMENTS.11.ALLOW TRAFFIC TO PASS ON CAMP BURTON ROAD AT ALL TIMES. CONSTRUCTION VEHICLES TO STAY OFF WESTERNAVENUE DURING CONSTRUCTION OF THE ENTRANCE. IF SEDIMENT GETS ON ROAD, CLEAN ROAD IMMEDIATELY.12.THERE IS A FLOODPLAIN ON THE PROPERTY AS NOTED ON FIRM MAP NUMBER 3710789600J, PANEL 7896, HOWEVER THERE ISNO FLOODPLAIN WITHIN THE LAND DISTURBANCE AREA FOR THE PROJECT. THE ELEVATION OF THE FLOODPLAIN IS 693.00AND IT OCCURS ON THE NORTH SIDE OF CAMP BURTON ROAD. NO CONSTRUCTION, DEVELOPMENT, OR STORAGE OFMATERIALS SHALL BE ALLOWED BELOW THE 100 YEAR FLOODPLAIN ELEVATION OF 693.00.13.THERE IS NO SAFETY FENCING IN THE CONTRACT. THE CONTRACTOR MAY CHOOSE TO INSTALL SAFETY FENCING ASDICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT, HOWEVER THERE WILL BE NO ADDITIONAL PAYMENTFOR SAFETY FENCING.14.MINIMUM COMPACTION REQUIRED IS 95% OF THE STANDARD PROCTOR DENSITY FOR SLOPES UP TO 5%. MINIMUMCOMPACTION REQUIRED IS 90% MAXIMUM DRY DENSITY ELSEWHERE INCLUDING ON SLOPES 4:1 OR STEEPER. REFER TOSPECIFICATION SECTION 31 20 00.15.REFER TO SHEET C5.0 FOR GRASS SEEDING SCHEDULE.LEGENDCONCRETE WASHOUT AREAGRAVEL CONSTRUCTION ENTRANCERIP RAP OUTLET PROTECTIONROLLED EROSION CONTROL PRODUCTTEMPORARY SKIMMER SEDIMENT BASINREINFORCED SILT FENCE OUTLETLIMITS OF CONSTRUCTIONPROPOSED STORM SEWER PIPESTEMPORARY DIVERSION DITCHTEMPORARY SEDIMENT FENCETEMPORARY SLOPE DRAINDEWATERING PUMP WITH SILT BAGTEMPORARY ROCK CHECK DAMDRAINAGE AREASEROSION CONTROL FOR PIPE TRENCHING DUST CONTROLTEMPORARY ROCK PIPE INLET PROTECTION8-IN COMPOST SOCKTEMPORARY CHANNEL LININGDC1C5.2A3C5.24C5.25C5.26C5.27C5.28C5.29C5.210C5.211C5.27C5.23C5.35C5.32C5.31C5.32C5.2DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/202C3.0EROSION CONTROLPLAN PHASE 'A'0SCALE 1"=80'160'80'NAD 83
503100.00LF504100.00LF527100.00LF528100.00LF697.29
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WOODSWOODSWOODSWOODSWOODSWOODS50' MAJOR THOROUGHFARE SETBACK75' SCENIC HIGHWAY BUFFER INTERST
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20' INTERIOR PROPERTY LINE SETBACKEX. 72-INCH CMP CULVERTNORTH CAROLINADEPARTMENT OFTRANSPORTATIONPIN:7896-21-8259DB. 007640, PG.00466NORTH CAROLINAPRISON DEPARTMENTPIN:7896-30-5965DB 942, PG 204SITE ADDRESS:4250CAMP BURTON ROADMCLEANSVILLE, NC EX. 117-IN x 79-IN CMPARCH CULVERTINV IN: 686.59INV OUT: 685.17UNPAVED ROAD71
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750755760765751752753754756757758759761762763764735740745736737738739741742743744746747748749711711710TYP.TYP.TYP.TYP.DIVERSION DITCH: EDRAINAGE AREA: 2.83 ACC: 0.60Q: 11.82 CFSDIVERSION DITCH: FDRAINAGE AREA: 3.06 ACC: 0.6Q: 12.78 CFSDIVERSION DITCH: ADRAINAGE AREA: 12.90 ACC: 0.60Q: 36.30DIVERSION DITCH: BDRAINAGE AREA: 7.39 ACC: 0.6Q: 30.86 CFSDIVERSION DITCH: CDRAINAGE AREA: 10.12 ACC: 0.6Q: 28.48 CFSTEMPORARY CULVERT A:DRAINAGE AREA: 7.15 ACC: 0.60Q: 23.85 CFSSTAGING &STOCKPILEAREACONC.WASHFILL AREA BEHINDRETAINING WALL B SUCHTHAT RUNOFF DRAINS TODIVERSION DITCH C.FILL AREA BEHINDRETAINING WALL A SUCHTHAT RUNOFF DRAINS TODIVERSION DITCH B.STOCKPILEAREA 2SEDIMENT BASIN: ADRAINAGE AREA: 24.40 ACCN: 91Q: 142.41 CFSSEDIMENT BASIN: BDRAINAGE AREA: 18.76 ACCN: 91Q: 100.56 CFSSEDIMENT BASIN: CDRAINAGE AREA: 3.76 ACC: 0.6Q: 15.70 CFS1C5.2B1C5.2A1C5.2A1C5.2A5C5.35C5.35C5.35C5.35C5.35C5.35C5.31C5.2B1C5.3A1C5.3C2-IN SKIMMER1.5-IN ORIFICE5C5.25C5.25C5.25C5.22C5.25C5.311C5.2POROUSBAFFLE2C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.35C5.22C5.35-IN SKIMMER3-IN ORIFICE1C5.2F2C5.310' EMERGENCYSPILLWAYRR-310C5.2RR-410C5.29C5.24C5.24C5.211C5.211C5.28C5.2PHASE 'B'

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6993C5.3C30" HDPE SLOPE DRAIN18" HDPE SLOPE DRAIN18" HDPE
SLOPE DRAIN C/L DITCH726.00'C/L DITCH728.00'C/L DITCH730.00'C/L DITCH732.00'C/L DITCH734.00'C/L DITCH736.00'C/L DITCH738.00'C/L DITCH740.00'C/L DITCH742.00'C/L DITCH742.00'C/L DITCH740.00'C/L DITCH738.00'C/L DITCH736.00'C/L DITCH734.00'C/L DITCH732.00'C/L DITCH728.00'C/L DITCH726.00'C/L DITCH724.00'C/L DITCH722.00'C/L DITCH720.00'C/L DITCH718.00'C/L DITCH744.00'C/L DITCH725.00'C/L DITCH716.72'CONSTRUCTION SEQUENCECOMPACTION REQUIREMENTSGENERAL NOTESLEGENDCONCRETE WASHOUT AREAGRAVEL CONSTRUCTION ENTRANCERIP RAP OUTLET PROTECTIONROLLED EROSION CONTROL PRODUCTTEMPORARY SKIMMER SEDIMENT BASINREINFORCED SILT FENCE OUTLETLIMITS OF CONSTRUCTIONPROPOSED STORM SEWER PIPESTEMPORARY DIVERSION DITCHDEWATERING PUMP WITH SILT BAGTEMPORARY ROCK CHECK DAMEROSION CONTROL FOR PIPE TRENCHING TEMPORARY ROCK PIPE INLET PROTECTION8-IN COMPOST SOCKTEMPORARY CHANNEL LININGDC1.MAINTAIN ALL EXISTING EROSION & SEDIMENT CONTROL MEASURES PREVIOUSLY CONSTRUCTED AND ASSOCIATEDWITH PHASE A. ADJUST AS NEEDED.2.DEMOLISH/REMOVE EXISTING SITE FEATURES/STRUCTURES AS SHOWN ON THE DEMOLITION PLAN.3.CLEAR AND GRUB THE AREA AROUND SKIMMER BASIN C AND INSTALL SKIMMER BASIN C.4.CLEAR AND GRUB THE REMAINDER OF THE SITE AS SHOWN.5.STRIP TOPSOIL, STOCKPILE TOPSOIL WITHIN CONSTRUCTION LIMITS.6.INSTALL THE SECOND CONSTRUCTION ENTRANCE TO THE NORTHWEST AND BEGIN GRADING ON THE NORTHWESTSIDE OF THE STREAM.7.BULK GRADE THE AREAS SHOWN IN THIS PHASE 'B' PLAN.8.AT RETAINING WALL A, FILL THE AREA BEHIND THE WALL SUCH THAT IT DRAINS INTO DIVERSION DITCH B. ATRETAINING WALL B, FILL THE AREA BEHIND THE WALL SUCH THAT IT DRAINS INTO DIVERSION DITCH C. SLOPES SHALLBE STABILIZED ACCORDING TO THE SLOPE STABILIZATION REQUIREMENTS ON SHEET C5.8.9.VEGETATE ALL DISTURBED AREAS ACCORDING TO THE SITE STABILIZATION REQUIREMENTS ON SHEET C5.8.10.MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.1.THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTHON AND OFF SITE. ALL OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES.2.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BYLOCAL AUTHORITIES OR ARCHITECT.3.TOTAL DISTURBED AREA: 64 AC.4.ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY.5.ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED THROUGH A FILTER BAG (C5.2, DETAIL 6) TO RID THE SYSTEMOF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE PERFORMED AS NEEDED TOMAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.6.THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OROTHER ERODIBLE, FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BYSEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.7.SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTEDBY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED ASINDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES ON THIS PLAN.8.TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TO INSTALLING EROSION CONTROL DEVICES.9.ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION ISESTABLISHED.10.SEE DRAWINGS C5.5 (EROSION CONTROL DETAILS) FOR GROUND STABILIZATION, SELF-INSPECTION, RECORD KEEPING, ANDREPORTING REQUIREMENTS.11.ALLOW TRAFFIC TO PASS ON CAMP BURTON ROAD AT ALL TIMES. CONSTRUCTION VEHICLES TO STAY OFF WESTERNAVENUE DURING CONSTRUCTION OF THE ENTRANCE. IF SEDIMENT GETS ON ROAD, CLEAN ROAD IMMEDIATELY.12.THERE IS A FLOODPLAIN ON THE PROPERTY AS NOTED ON FIRM MAP NUMBER 3710789600J, PANEL 7896, HOWEVER THERE ISNO FLOODPLAIN WITHIN THE LAND DISTURBANCE AREA FOR THE PROJECT. THE ELEVATION OF THE FLOODPLAIN IS 693.00AND IT OCCURS ON THE NORTH SIDE OF CAMP BURTON ROAD. NO CONSTRUCTION, DEVELOPMENT, OR STORAGE OFMATERIALS SHALL BE ALLOWED BELOW THE 100 YEAR FLOODPLAIN ELEVATION OF 693.00.13.THERE IS NO SAFETY FENCING IN THE CONTRACT. THE CONTRACTOR MAY CHOOSE TO INSTALL SAFETY FENCING ASDICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT, HOWEVER THERE WILL BE NO ADDITIONAL PAYMENTFOR SAFETY FENCING.14.MINIMUM COMPACTION REQUIRED IS 95% OF THE STANDARD PROCTOR DENSITY FOR SLOPES UP TO 5%. MINIMUMCOMPACTION REQUIRED IS 90% MAXIMUM DRY DENSITY ELSEWHERE INCLUDING ON SLOPES 4:1 OR STEEPER. REFER TOSPECIFICATION SECTION 31 20 00.15.REFER TO SHEET C5.0 FOR GRASS SEEDING SCHEDULE.TEMPORARY SEDIMENT FENCETEMPORARY SLOPE DRAINDRAINAGE AREASDUST CONTROLA.PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 6-8 INCHES (200 MM) IN LOOSE DEPTH FORMATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES (100 MM) IN LOOSEDEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS.B.PLACE BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS. PLACEBACKFILL AND FILL UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.C.COMPACTION AND PERCENTAGE OF MAXIMUM DRY DENSITY REQUIREMENTS:1.COMPACT SOIL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY ACCORDING TOASTM D698 STANDARD PROCTOR:A. UNDER STRUCTURES, STEPS, WALKS, COURTS, TRACTS, FUTURE HELIPAD AREA. AND PAVEMENTS, COMPACT EACH LAYER OF BACKFILL OR FILL MATERIAL AT 95% OF THE STANDARD PROCTOR DENSITY (ASTMD-698). MOISTURE CONTENT OF THE FILL DURING PLACEMENT SHALL BE KEPT WITHIN 3% FROM THE OPTIMUMMOISTURE.B. UNDER LAWN OR UNPAVED AREAS, COMPACT THE TOP 6 INCHES BELOW SUBGRADE AND EACH LAYER OFBACKFILL OR FILL MATERIAL AT 90 PERCENT MAXIMUM DRY DENSITY.2. COMPACT EACH LAYER OF AGGREGATE BASE MATERIAL UNDER PAVEMENT TO 100% DENSITY IN ACCORDANCEWITH AASHTO T-180 AS MODIFIED BY NCDOT.1C5.2A3C5.24C5.25C5.26C5.27C5.28C5.29C5.210C5.211C5.27C5.23C5.35C5.32C5.31C5.32C5.2DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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LE N G I N E E RF R
A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/202C3.1EROSION CONTROLPLAN PHASE 'B'0SCALE 1"=80'160'80'NAD 83
XXXXXXXXXXXXXXXXXXXXXX503100.00LF504100.00LF527100.00LF528100.00LF697.29
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20' INTERIOR PROPERTY LINE SETBACKAS PART OF THE BASE BID:REMOVE ROCK IN THIS AREA TOELEVATION 754.00, CRUSH ROCK TO6-INCH MAXIMUM SIZE, WELL MIXTHE ROCK WITH SOIL, AND BURYONSITE AT LEAST 5-FT BELOWEXISTING GRADE IN GRASS AREAS.EX. 72-INCH CMP CULVERTNORTH CAROLINADEPARTMENT OFTRANSPORTATIONPIN:7896-21-8259DB. 007640, PG.00466NORTH CAROLINAPRISON DEPARTMENTPIN:7896-30-5965DB 942, PG 204SITE ADDRESS:4250CAMP BURTON ROADMCLEANSVILLE, NC EX. 117-IN x 79-IN CMPARCH CULVERTINV IN: 686.59INV OUT: 685.17UNPAVED ROAD71
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75050' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFEREX. 72-INCH CMP CULVERTINTERMITTENT STREAMDCSTAGINGAREACONC.WASH3.5:1
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3.6:1 3.5:1
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C/L DITCH748.00'C/L DITCH746.00'C/L DITCH744.00'C/L DITCH742.00'C/L DITCH740.00'C/L DITCH738.00'C/L DITCH736.00'C/L DITCH734.00'C/L DITCH732.00'C/L DITCH747.67'C/L DITCH745.84'C/L DITCH744.00'C/L DITCH742.01'C/L DITCH740.00'C/L DITCH738.00'C/L DITCH736.00'C/L DITCH732.00'C/L DITCH730.00'C/L DITCH728.00'C/L DITCH726.00'C/L DITCH724.00'C/L DITCH730.00'C/L DITCH744.00'C/L DITCH746.00'C/L DITCH747.59'C/L DITCH745.59'C/L DITCH744.00'C/L DITCH742.00'STOCKPILE AREA 2DIVERSION DITCH: ADRAINAGE AREA: 14.92 ACC: 0.60Q: 41.98 CFSDIVERSION DITCH: CDRAINAGE AREA: 11.00 ACC: 0.6Q: 30.95 CFSDIVERSION DITCH: EDRAINAGE AREA: 4.43 ACC: 0.60Q: 18.50 CFSDIVERSION DITCH: FDRAINAGE AREA: 3.33 ACC: 0.60Q: 13.91 CFSDIVERSION DITCH: DDRAINAGE AREA: 2.03 ACC: 0.60Q: 8.48 CFSCULVERT B:DRAINAGE AREA: 8.66 ACC: 0.60Q: 28.89 CFSDIVERSION DITCH: BDRAINAGE AREA: 3.83 ACC: 0.6Q: 15.99 CFSSEDIMENT BASIN: ADRAINAGE AREA: 20.90 ACC: 91Q: 121.98 CFSSEDIMENT BASIN: BDRAINAGE AREA: 26.05 ACC: 91Q: 139.64 CFS7C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.27C5.25C5.35C5.35C5.35C5.35C5.35C5.35C5.35C5.35C5.31C5.2B1C5.2D5C5.27C5.26C5.28C5.211C5.211C5.211C5.211C5.22C5.25C5.25C5.25C5.25C5.25C5.25C5.22C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.32C5.31C5.2A1C5.2C1C5.2C1C5.2A1C5.2F1C5.2E5C5.2INSTALLPERMANENT RISERSTRUCTURE5-IN SKIMMER3-IN ORIFICE5C5.37C5.2RR-310C5.2RR-510C5.25-IN SKIMMER3-IN ORIFICEPOROUSBAFFLEPOROUSBAFFLE11C5.211POROUSBAFFLEPOROUSBAFFLE7C5.27C5.26-IN SKIMMER4-IN ORIFICE3C5.3B3C5.3ACONSTRUCTIONENTRANCE TO REMAIN11C5.22C5.311C5.2CONSTRUCTIONENTRANCE TO REMAIN5C5.26C5.27C5.21C5.2GRUNOFF BEHINDRETAINING WALL BSHALL DRAIN TODIVERSION DITCH G.RUNOFF BEHINDRETAINING WALL ASHALL DRAIN TODIVERSION DITCH B.C/L DITCH728.00'C/L DITCH725.00'CONSTRUCTIONLIMITS3C5.3DDIVERSION DITCH: GDRAINAGE AREA: 0.60 ACC: 60Q: 2.51 CFS11C5.211C5.23C5.3C30" HDPE SLOPE DRAIN18" HDPESLOPE DRAIN18" HDPE
SLOPE DRAIN18" HDPE SLOPE DRAINLEGENDCONSTRUCTION SEQUENCE1.MAINTAIN ALL EXISTING EROSION & SEDIMENT CONTROL MEASURES PREVIOUSLY CONSTRUCTED AND ASSOCIATEDWITH PHASE B. ADJUST AS NEEDED.2.REMOVE AND STABILIZE CONSTRUCTION LAY DOWN, STAGING, DIRT & WASTE PILE AREAS. ALL APPLICABLE E&SCONTROL MEASURES ARE TO REMAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.3.AS SITE IS BROUGHT UP TO FINAL GRADE INSTALL DIVERSION DITCH D AND REMOVE SEDIMENT BASIN C. INSTALLADDITIONAL CHECK DAMS IN PLACE OF SEDIMENT BASIN C AS SHOWN.4.INSTALL THE CULVERT AT THE STREAM CROSSING AS SHOWN ON THE GRADING PLAN (SHEET C4.0). REFER TO THECULVERT CONSTRUCTION SEQUENCE ON SHEET C5.7.5.INSTALL RETAINING WALLS A AND B, AND DIVERSION DITCH G. UPON COMPLETION OF RETAINING WALLS A AND B,MAINTAIN DRAINAGE AWAY FROM THE WALLS TO DIVERSION DITCHES B AND G RESPECTIVELY.6.ALL REMAINING DIRT SHALL BE PLACED IN STOCKPILE AREA 2 WHERE IT IS TO BE STABILIZED WITH GRASS. IT WILL BEUSED DURING GRADING OF THE NEXT PHASE OF THIS PROJECT.7.RESPREAD TOPSOIL, INSTALL SLOPE PROTECTION BLANKETS AND VEGETATE ANY REMAINING DISTURBED AREAS.8.WHEN THE SITE IS STABILIZED, CONTACT NCDEQ AT [phone] AND TIMMONS GROUP AT 919-866-4505 FOR ANINSPECTION.9.IF APPROVAL IS GRANTED BY A REPRESENTATIVE OF THE LAND QUALITY SECTION OF NCDEQ AND TIMMONS GROUP,REMOVE TEMPORARY SILT FENCING AND OTHER TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES.10.IF APPROVAL IS GRANTED BY A REPRESENTATIVE OF THE LAND QUALITY SECTION OF NCDEQ AND TIMMONS GROUP,DEWATER SEDIMENT BASINS A AND B USING A SILT BAG AND SUMP PUMP (SHEET C5.2, DETAIL 6). EXCAVATE SEDIMENTAND GRADE TO FINAL CONTOURS ACCORDING TO THE GRADING PLAN (SHEET C4.0). STABILIZE WITH GRASS, REFER TOTHE GRASS DETENTION BASIN DETAIL 1 AND GRASS DETENTION BASIN 2 (FUTURE WET DETENTION) ON SHEETS C5.5AND C5.6 RESPECTIVELY. THE TEMPORARY SKIMMERS, BAFFLES AND OTHER TEMPORARY COMPONENTS WITHIN THEBASINS WILL REMAIN AS THESE BASINS WILL BE USED AS SEDIMENT BASINS IN THE NEXT PHASE OF THIS PROJECT.CONCRETE WASHOUT AREAGRAVEL CONSTRUCTION ENTRANCERIP RAP OUTLET PROTECTIONROLLED EROSION CONTROL PRODUCTTEMPORARY SKIMMER SEDIMENT BASINREINFORCED SILT FENCE OUTLETLIMITS OF CONSTRUCTIONPROPOSED STORM SEWER PIPESTEMPORARY DIVERSION DITCHTEMPORARY SEDIMENT FENCETEMPORARY SLOPE DRAINDEWATERING PUMP WITH SILT BAGTEMPORARY ROCK CHECK DAMDRAINAGE AREASEROSION CONTROL FOR PIPE TRENCHING DUST CONTROLTEMPORARY ROCK PIPE INLET PROTECTION8-IN COMPOST SOCKTEMPORARY CHANNEL LININGGENERAL NOTES1.THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTHON AND OFF SITE. ALL OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES.2.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BYLOCAL AUTHORITIES OR ARCHITECT.3.TOTAL DISTURBED AREA: 64 AC.4.ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY.5.ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED THROUGH A FILTER BAG (C5.2, DETAIL 6) TO RID THE SYSTEMOF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE PERFORMED AS NEEDED TOMAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.6.THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OROTHER ERODIBLE, FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BYSEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.7.SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTEDBY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED ASINDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES ON THIS PLAN.8.TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TO INSTALLING EROSION CONTROL DEVICES.9.ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION ISESTABLISHED.10.SEE DRAWINGS C5.5 (EROSION CONTROL DETAILS) FOR GROUND STABILIZATION, SELF-INSPECTION, RECORD KEEPING, ANDREPORTING REQUIREMENTS.11.ALLOW TRAFFIC TO PASS ON CAMP BURTON ROAD AT ALL TIMES. CONSTRUCTION VEHICLES TO STAY OFF WESTERNAVENUE DURING CONSTRUCTION OF THE ENTRANCE. IF SEDIMENT GETS ON ROAD, CLEAN ROAD IMMEDIATELY.12.THERE IS A FLOODPLAIN ON THE PROPERTY AS NOTED ON FIRM MAP NUMBER 3710789600J, PANEL 7896, HOWEVER THERE ISNO FLOODPLAIN WITHIN THE LAND DISTURBANCE AREA FOR THE PROJECT. THE ELEVATION OF THE FLOODPLAIN IS 693.00AND IT OCCURS ON THE NORTH SIDE OF CAMP BURTON ROAD. NO CONSTRUCTION, DEVELOPMENT, OR STORAGE OFMATERIALS SHALL BE ALLOWED BELOW THE 100 YEAR FLOODPLAIN ELEVATION OF 693.00.13.THERE IS NO SAFETY FENCING IN THE CONTRACT. THE CONTRACTOR MAY CHOOSE TO INSTALL SAFETY FENCING ASDICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT, HOWEVER THERE WILL BE NO ADDITIONAL PAYMENTFOR SAFETY FENCING.14.MINIMUM COMPACTION REQUIRED IS 95% OF THE STANDARD PROCTOR DENSITY FOR SLOPES UP TO 5%. MINIMUMCOMPACTION REQUIRED IS 90% MAXIMUM DRY DENSITY ELSEWHERE INCLUDING ON SLOPES 4:1 OR STEEPER. REFER TOSPECIFICATION SECTION 31 20 00.15.REFER TO SHEET C5.0 FOR GRASS SEEDING SCHEDULE.DC1C5.2A3C5.24C5.25C5.26C5.27C5.28C5.29C5.210C5.211C5.27C5.23C5.35C5.32C5.31C5.32C5.2DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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LE N G I N E E RF R
A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/2020SCALE 1"=80'160'80'NAD 83C3.2EROSION CONTROLPLAN PHASE 'C'
UGTUGTUGTUGTUGTUGTUGTUFOUFOWWSSSUGPTT70711
729.75DI RISER
UGTUGTUGPUGPWGUGPUGPUGPXXXXXXXXXXGGGGGGGGOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP8'' SANSSSOHPOHPOHP721.25DIUFOUGPBENCHMARKN: 862301.10E: 1794373.22ELEV: 713.00BENCHMARKN: 859932.45E: 1794210.36ELEV: 767.78BENCHMARKN: 861095.40E: 1793680.30ELEV: 733.48BENCHMARKN: 860551.72E: 1794084.29ELEV: 768.53BENCHMARKN: 862435.78E: 1793204.39ELEV: 717.07BENCHMARKN: 862482.80E: 1793739.38ELEV: 699.69BENCHMARKN: 860407.47E: 1794464.23ELEV: 751.92BENCHMARKN: 862242.83E: 1793569.65ELEV: 691.28R/WR/W
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)1 STORY BLOCKMOBILE HOMEMETALSHED(S)MOBILE HOMEMETAL SHEDSMETAL SHEDSEPTICSTRUCTURESUNKNOWNSTRUCTURESHEDS~C/L OF INTERMITTENT STREAMC/L OFPERENNIALSTREAMC/L OFINTERMITTENTSTREAM20' INTERIOR PROPERTY LINE SETBACK30' STREET
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C/L OFPERENNIALSTREAMC/L OFINTERMITTENTSTREAMWETLAND12,852 SFWETLAND67,783 SFWETLAND7,049 SFWETLAND1,426 SFWETLAND721 SFWETLAND1,460 SFWETLAND23,281 SFWETLAND10,071 SFWETLAND1,977 SFWETLAND453 SFWETLAND424 SFWETLAND1,228 SFCMFCMFCMF(SEE NOTE #7)(SEE NOTE #7)(SEE NOTE #7)C/L OFINTERMITTENTSTREAM50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFERINTERSTATE 840GREENSBORO URBAN LOOPWOODS
WOODSWOODSWOODSWOODSWOODSWOODS50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER50' MAJOR THOROUGHFARE SETBACK75' SCENIC HIGHWAY BUFFER INTERST
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20' INTERIOR PROPERTY LINE SETBACK50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER30' ZONE 1RIPARIAN BUFFER50' ZONE 2RIPARIAN BUFFERAS PART OF THE BASE BID:REMOVE ROCK IN THIS AREA TOELEVATION 754.00, CRUSH ROCK TO6-INCH MAXIMUM SIZE, WELL MIXTHE ROCK WITH SOIL, AND BURYONSITE AT LEAST 5-FT BELOWEXISTING GRADE IN GRASS AREAS.EX. 72-INCH CMP CULVERTAPPROXIMATE LOCATIONOF 20' SAN. SEWER ESMT.C.O.G. SHEET G-329DB 3984 PG 982PB 182 PG 43APPROX. LOCATION OF10' UTILITY ESMT.(C.O.G SHEET G-453)DB 3954 PG 982PB 182 PG 43APPROXIMATELOCATION OF68' DUKE POWERR/W (SEE C.O.G.SHEET G-281)PB 182 PG 43APPROXIMATE LOCATION OF50' PIEDMONT NATURALGAS RIGHT-OF-WAYDB 1444 PG 324PB 182 PG 43EXISTING 15'UTILITY EASEMENTPB 60 PG 140EX. 117-IN x 79-IN CMPARCH CULVERTINV IN: 686.59INV OUT: 685.17UNPAVED ROAD71
0715720725
7
3
0
73
5
7
4
0
745
7
5
0
75
57607557507457407357
5
0
7
5
5
76
0 7657657
6
0
7557507457407357257207157106956957007057107157207257157107007057006956
9
5705710715725760765770770765760755750745740735730730725720 710705
700705710715715710705700695695770765760755750745740735730720715710705700705710715765760755755 740755
7657607357557507457307257207157057007357157
0
0
7007
3
5
7
3
0
7257
2
0 740745745740745757759755765765768760 760735760755750745740
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3
0730
7257207157106
9
7
70070571071571
0
715
71071771769270070571072072573073072
57157
1
1
7
2
0
7
2
5
7
3
0
7
3
5
7
0
5 WETLAND4,804 SFC/L OF PERENNIAL STREAMCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTION
L
IM
ITS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXJRSOIFUTUREHELIPADFUTURE ACFTFIELD HOUSE
ASSEMBLYKITCHEN/ SERVICEFUTUREADDITIONFUTUREADDITIONFUTUREADDITIONFUTUREADDITIONCOURTYARDMOVMOTOR POOLRIGID PAVEMENTUNIT STORAGEDELIVERIESREGIONAL READINESS CENTERDUMPSTOR - RRC (13,172-SF)GSA / ATV PARKINGFUTURE POV FUTUREADDITIONFUTUREADDITIONFUTURERIGID PAVEMENTDUMP FLEET MAINTENANCE SHOPFUTUREPKGFUTUREPKGGRAVELPAVEMENTPOVPARKINGLOTSTOR - FMS (4,523-SF)STORMWATERMANAGEMENTPOVPARKINGLOTMOVMOTOR POOLRIGID PAVEMENTGRAVELPAVEMENTGRAVELPAVEMENTMOVMOTOR POOLRIGID PAVEMENTMOVMOTOR POOLRIGID PAVEMENTFUTURERIGID PAVEMENTTU
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EFFE 756FUTURE / ALTGUARD HOUSEMINUTEMANFFE 756.5EMERGENCY ACCESS DRIVE-1.9%
-1.5%
-2.0%
-2.1%
-2.1%
-
2
.6%-2.8%-2.2%
-4.3
%
-4.5%2.1%-2.6%75075075575574975175175275275375375475475675675775775075575574975175275275375375475475675675775772573073574074575075574674774874975175275375475675
0
7
4
7
7
4
8
74
9
75
1
75
2
7
5
3
7
5
4
720725730735740745720725730735740745750720725730735740745705710715720725725705
71
0
7
1
5720725
695
700
705
710
715
720
725
730 705710715720725725735740745
7
1
5
7
2
0
695700
705
710
715
720
72573073
5
730
725
730
735
740
745 740745735735740740745745750750 755760740740745745750750745745750755
710
711
715735735740740745745750740740745745750750755755
730730
735
735740
745 705710715720725725716717750755755751752752753753754754756756757757755751752753754758759763
696
725726 FLOW LINE STREAM: 689.87755751 752 753 754756750 755 760758769
750750750750755695
700
705
7106957007627637507
4
9
747
748
7
4
9 INV. CULVERT: 688.87740745748725730735740745725730735740745
TW701.50'TW699.00'TW/GND692.01'TW/GND694.99'TW/GND694.00'TW/GND694.00' FLOW LINE STREAM: 688.80INV. CULVERT: 687.80RETAINING WALL 'A'RETAINING WALL 'B'740
740
745
745750 7257307357407457257307217217127
1
5 -2.1%-2.5%745750745745716720716716749725725730730735735740745750748755717C/L DITCH748.00'C/L DITCH746.00'C/L DITCH744.00'C/L DITCH742.00'C/L DITCH740.00'C/L DITCH738.00'C/L DITCH736.00'C/L DITCH734.00'C/L DITCH732.00'C/L DITCH747.67'C/L DITCH745.84'C/L DITCH744.00'C/L DITCH736.00'C/L DITCH732.00'C/L DITCH730.00'C/L DITCH728.00'C/L DITCH726.00'C/L DITCH724.00'C/L DITCH730.00'C/L DITCH742.00'CONSTRUCTIONLIMITS790
790
760
760
SOIL STOCKPILE715720C/L DITCH728.00'C/L DITCH725.00'PROPOSEDPERMANENTDIVERSION DITCHPROPOSEDPERMANENTDIVERSION DITCHINV. IN = 735.60'12' ACCESS ROUTEINV. OUT = 733.00'129' OF 30" HDPE@ 1.71% SLOPEOUTLET INV.EL. = 716.00193' LF OF 24"HDPE @ 1.0%SLOPEGRASS DETENTION BASIN 2HEADWALLOUTLET INV.EL. = 690.00DRAINAGESWALEDRAINAGESWALERIPRAP INLETPROTECTIONGRASS DETENTION BASIN 1(FUTURE WET POND)10' WIDEEMERGENCYSPILLWAY30" RCP @ 8.12%5'X5' RISERRIM EL. = 724.70INV. OUT = 706.00OUTLETSTRUCTURE715
720
725
715720725730760765
7502C5.110C5.22C5.0RR-510C5.2RR-310C5.2RR-12C5.01C5.11C5.12C5.13C5.0C/L DITCH742.00'C/L DITCH744.00'C/L DITCH745.59'C/L DITCH747.59'C/L DITCH746.00'C/L DITCH744.00'TW746.20'BW724.00'BW725.20'BW725.20'TW746.20'TW746.20'TW746.20'TW724.67'GND724.50'GND723.90'TW724.00'BW725.20'GND725.01'GND723.17'BW734.90'BW731.27'BW732.19'BW735.90'TW735.00'TW749.15'TW749.15'TW736.00'C/L DITCH738.00'C/L DITCH740.00'KEY NOTESABBREVIATIONSCONCRETE END WALLMODULAR BLOCK RETAINING WALL1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCOAND OSHA STANDARDS.2.COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD(OWNER), SMITH SINNETT ARCHITECTURE (ARCHITECT), ANDADJACENT USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW ANDDO NOT INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURBOPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR THEIROWNER'S ONGOING OPERATIONS.3.THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALSREMOVED FROM THE SITE AND SHALL PROVIDE DOCUMENTATIONTHAT THE MATERIALS HAVE BEEN RECYCLED. COMPLETE THES.W.A.R.W.E.B. FORM AND ATTACH IT TO THE TO EACH PAYAPPLICATION.4.OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTEDSHORT-TERM, OFF-HOUR, OR TEMPORARY UTILITY SHUT- DOWNS ORDISRUPTIONS.5.DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURINGCONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOROFF-SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME PERSONCONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATEDBORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTEACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THEBORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAMEPERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBINGACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENTPOLLUTION CONTROL ACT.6.REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION(ONSITE AND/OR OFFSITE) AT NO EXPENSE TO THE OWNER.7.PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILTSURVEY OF THE SITE INCLUDING GRADING, STORM SEWERS, ANDTHE STORM WATER MANAGEMENT BASIN.8.THERE IS A FLOODPLAIN ON THE PROPERTY AS NOTED ON FIRM MAPNUMBER 3710789600J, PANEL 7896, HOWEVER THERE IS NOFLOODPLAIN WITHIN THE LAND DISTURBANCE AREA FOR THEPROJECT. THE ELEVATION OF THE FLOODPLAIN IS 693.00 AND ITOCCURS ON THE NORTH SIDE OF CAMP BURTON ROAD. NOCONSTRUCTION, DEVELOPMENT, OR STORAGE OF MATERIALSSHALL BE ALLOWED BELOW THE 100 YEAR FLOODPLAIN ELEVATIONOF 693.00.9.THERE IS NO SAFETY FENCING IN THE CONTRACT. THECONTRACTOR MAY CHOOSE TO INSTALL SAFETY FENCING ASDICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT,HOWEVER THERE WILL BE NO ADDITIONAL PAYMENT FOR SAFETYFENCING.10.MINIMUM COMPACTION REQUIRED IS 95% OF THE STANDARDPROCTOR DENSITY FOR SLOPES UP TO 5%. MINIMUM COMPACTIONREQUIRED IS 90% MAXIMUM DRY DENSITY ELSEWHERE INCLUDINGON SLOPES 4:1 OR STEEPER. REFER TO SPECIFICATION SECTION 3120 00.11.REFER TO SHEET C5.0 FOR GRASS SEEDING SCHEDULE.8'X10' CONCRETE CULVERT BURIED 1'TEMPORARY RIPRAP OUTLET PROTECTIONTW = TOP OF WALL ELEVATIONBW = BOTTOM OF WALL ELEVATIONFG = FINISH GROUND ELEVATIONRCP = REINFORCED CONCRETE PIPEHP= HIGH POINT ELEVATIONLP = LOW POINT ELEVATIONNOTESSITE MATERIAL TESTING RESPONSIBILITIES:1.THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THEQUALITY ASSURANCE (QA) TESTING NOTED IN THE TECHNICALSPECIFICATIONS AND THE CONTRACTOR IS RESPONSIBLE FORSUBMITTING THOSE TEST RESULTS TO TIMMONS GROUP FORREVIEW.2.THE OWNER (NORTH CAROLINA NATIONAL GUARD), WILL HIRE ATHIRD-PARTY TESTING COMPANY TO DO QUALITY CONTROL (QC)TESTING AND THE SCHEDULE OF QC TESTING WILL BE PROVIDEDTO THE CONTRACTOR AT THE BEGINNING OF CONSTRUCTION.3.THE CONTRACTOR IS TO CONTACT THE OWNER'S QC AGENT ATTHE APPROPRIATE TIMES WHEN QC TESTING IS TO BE COMPLETEDAND KEEP THE OWNER AND TIMMONS GROUP UP TO DATE ON TESTSCHEDULING AND RESULTS.DRAINAGE MANHOLE2C5.12C5.010C5.21C5.1RR-13C5.0DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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LE N G I N E E RF R
A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/2020SCALE 1"=80'160'80'C4.0BULK GRADING &DRAINAGE PLANNAD 83SEE SHEET C4.1 FORCENTERLINE DATA ONENTRANCE DRIVE.REFER TO STAKING PLANSHEET C2.1 FOR SITEFEATURES INCLUDED INTHIS PROJECT.SEE INSET 'A' SHEET C4.1SEE INSET 'B' SHEET C4.1
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUFOUFOUFOUFOUFOUFOUFOWWWWWWUGPXXOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPUGPUGPUGPBENCHMARKN: 862435.78E: 1793204.39ELEV: 717.07BENCHMARKN: 862242.83E: 1793569.65ELEV: 691.28METALSHED(S)RADIO TOWERSEPTICSTRUCTURESWETLAND10,071 SFWOODSWOODSUNPAVED ROAD50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER50' ZONE 2 RIPARIAN BUFFER695695700705710715720715710705700705710 710717717692700CAMP BURTON ROAD30' ZONE 1 RIPARIAN BUFFERC/L OF PERENNIAL STREAM50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFER50' ZONE 2 RIPARIAN BUFFER30' ZONE 1 RIPARIAN BUFFERC/L OF PERENNIAL STREAMCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS-4.5%2.1%
705710715720725695700705710715695700705710715720725 710711 715
716717696FLOW LINE STREAM: 689.87695 700 705 710695INV. CULVERT: 688.87TW701.50'TW699.00'TW/GND692.01'TW/GND694.99'TW/GND694.00' FLOW LINE STREAM: 688.80INV. CULVERT: 687.807157202C5.110C5.21C5.11C5.12C5.1RR-1HEADWALLOUTLET INV.EL. = 690.00685690S66° 40' 38.15"ES82° 45' 56.10"ES19° 35' 55.71"ER=200.00'L=164.33'R=200.00'L=56.16'N: 862445.89E: 1793160.940+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+00
KEY NOTESABBREVIATIONSCONCRETE END WALLMODULAR BLOCK RETAINING WALL1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCOAND OSHA STANDARDS.2.COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD(OWNER), SMITH SINNETT ARCHITECTURE (ARCHITECT), ANDADJACENT USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW ANDDO NOT INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURBOPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR THEIROWNER'S ONGOING OPERATIONS.3.THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALSREMOVED FROM THE SITE AND SHALL PROVIDE DOCUMENTATIONTHAT THE MATERIALS HAVE BEEN RECYCLED. COMPLETE THES.W.A.R.W.E.B. FORM AND ATTACH IT TO THE TO EACH PAYAPPLICATION.4.OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTEDSHORT-TERM, OFF-HOUR, OR TEMPORARY UTILITY SHUT- DOWNS ORDISRUPTIONS.5.DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURINGCONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOROFF-SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME PERSONCONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATEDBORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTEACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THEBORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAMEPERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBINGACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENTPOLLUTION CONTROL ACT.6.REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION(ONSITE AND/OR OFFSITE) AT NO EXPENSE TO THE OWNER.7.PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILTSURVEY OF THE SITE INCLUDING GRADING, STORM SEWERS, ANDTHE STORM WATER MANAGEMENT BASIN.8.THERE IS A FLOODPLAIN ON THE PROPERTY AS NOTED ON FIRM MAPNUMBER 3710789600J, PANEL 7896, HOWEVER THERE IS NOFLOODPLAIN WITHIN THE LAND DISTURBANCE AREA FOR THEPROJECT. THE ELEVATION OF THE FLOODPLAIN IS 693.00 AND ITOCCURS ON THE NORTH SIDE OF CAMP BURTON ROAD. NOCONSTRUCTION, DEVELOPMENT, OR STORAGE OF MATERIALSSHALL BE ALLOWED BELOW THE 100 YEAR FLOODPLAIN ELEVATIONOF 693.00.9.THERE IS NO SAFETY FENCING IN THE CONTRACT. THECONTRACTOR MAY CHOOSE TO INSTALL SAFETY FENCING ASDICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT,HOWEVER THERE WILL BE NO ADDITIONAL PAYMENT FOR SAFETYFENCING.10.MINIMUM COMPACTION REQUIRED IS 95% OF THE STANDARDPROCTOR DENSITY FOR SLOPES UP TO 5%. MINIMUM COMPACTIONREQUIRED IS 90% MAXIMUM DRY DENSITY ELSEWHERE INCLUDINGON SLOPES 4:1 OR STEEPER. REFER TO SPECIFICATION SECTION 3120 00.11.REFER TO SHEET C5.0 FOR GRASS SEEDING SCHEDULE.8'X10' CONCRETE CULVERT BURIED 1'TEMPORARY RIPRAP OUTLET PROTECTIONTW = TOP OF WALL ELEVATIONBW = BOTTOM OF WALL ELEVATIONFG = FINISH GROUND ELEVATIONRCP = REINFORCED CONCRETE PIPEHP= HIGH POINT ELEVATIONLP = LOW POINT ELEVATIONNOTESSITE MATERIAL TESTING RESPONSIBILITIES:1.THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THEQUALITY ASSURANCE (QA) TESTING NOTED IN THE TECHNICALSPECIFICATIONS AND THE CONTRACTOR IS RESPONSIBLE FORSUBMITTING THOSE TEST RESULTS TO TIMMONS GROUP FORREVIEW.2.THE OWNER (NORTH CAROLINA NATIONAL GUARD), WILL HIRE ATHIRD-PARTY TESTING COMPANY TO DO QUALITY CONTROL (QC)TESTING AND THE SCHEDULE OF QC TESTING WILL BE PROVIDEDTO THE CONTRACTOR AT THE BEGINNING OF CONSTRUCTION.3.THE CONTRACTOR IS TO CONTACT THE OWNER'S QC AGENT ATTHE APPROPRIATE TIMES WHEN QC TESTING IS TO BE COMPLETEDAND KEEP THE OWNER AND TIMMONS GROUP UP TO DATE ON TESTSCHEDULING AND RESULTS.DRAINAGE MANHOLE2C5.12C5.010C5.21C5.1RR-13C5.0755750745740735725720715710735715
XXXXXXXXXXXXXXXXFUTURE ENTRANCE ROAD
-
2
.
6%
-2.2%
-4.3
%
-4.5%-2.6%750746747748749751752753745710
715
720
725
730 73073
5
730730
735
735
740
745 725725730730735735740INV. OUT = 733.00'73010C5.2RR-5S9° 59' 36.36"WS80° 49' 27.34"ER=84.50'
L=2.86'R=74.50
'L=118.09
'N: 861627.85E: 1794155.7515+95.758+008+509+009+5010+0010+5011+0011+50
1
2
+
0
012+5013+0013+5014+0014+5015+0015+5013+03.1712+5013+00DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L I
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LE N G I N E E RF R A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/2020SCALE 1"=80'160'80'C4.1BULK GRADING &DRAINAGE PLANNAD 83INSET 'A' (FROM SHEET C4.0)INSET 'B' (FROM SHEET C4.0)MATCHLINE INSET 'A'MATCHLINE INSET 'B'
3'4'HSS 4-1/2" X 2-1/2" X 1/4"HSS 4-1/2" X 2-1/2" X 1/4"2' FROM FUTURE BOC30"26"11-FT7" DIAMETER TIE BACK POST32-FT WIDE DOUBLE ARM PIPE GATE ASSEMBLY1A11KNOX BOX SERIES3200 SECURED TOTOP OF POST1A7" DIAMETER TIE BACK POSTSET 2' FROM PAVEMENTEDGE. SET IN CONC.FOOTING (TYP OF 2)HEIGHT: ASREQUIRED TOMATCH GATEHEIGHT (WHEN GATEIS OPEN)WELD LOCKABLESTEEL SEAT ONPOST. ALIGN TOHOLD GATE LEVEL.HSS 2-1/2" X2-1/2" X 1/4"TYPICALWELDS36"x12" NCDOT OM-3L BLACKAND YELLOW DELINEATORREFLECTIVE SIGN. INSTALL ONBOTH SIDES TOP POST6" DIA X 5/16" THICK STEELPIPE SET IN 3,000-PSI CONCFOOTING (TYP)7" DIA. X 5/16" THICK, GREASEDSTEEL PIPE INSIDE 6" DIA STEELPIPE WITH 7" DIA. WELDED CAP.CENTER A 1/2" BALL BEARING(IN SEAT) ON TOP OF 6" POSTPRIOR TO INSTALLING 7" POSTASSEMBLY.32-FT WIDE DOUBLE ARM PIPE GATE ASSEMBLY (WITH KNOX BOX) N.T.S.3'4'HSS 4-1/2" X 2-1/2" X 1/4"HSS 4-1/2" X 2-1/2" X 1/4"2' FROM FUTURE BOC30"
26"11-FTHSS 2-1/2" X2-1/2" X 1/4"TYPICALWELDS6" DIA X 5/16" THICK STEELPIPE SET IN 3,000-PSI CONCFOOTING (TYP)LOCKABLELATCH/ GATECATCH22MODULAR BLOCK RETAINING WALL WITH BLACK VINYL CHAINLINK FENCE N.T.S. CONCRETEFOOTING WITHSTEEL PIPE SLEEVEPAINTING SPECIFICATIONS:1.SYSTEM TYPE: EPOXY-POLYURETHANE2.SURFACE PREPARATION: SSPV-SPI AND BRUSH OFF BLAST CLEAN3.PRIMER: SERIES 27 (FIELD-COATED) TYPOXY OR 69 HI-BUILDEPOXOLINE4.FINISH PAINT: SERIES 73 ENDURA-SHIELD, SEMI-GLOSS,COLOR: SAFETY YELLOW5.ALL STEEL SHALL BE HOT-DIPPED GALVANIZED AND EPOXYPAINTED.6.SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TOFABRICATION AND ASSEMBLY.DRAINAGE MANHOLEN.T.S.35'-0" I.D.4" MIN24" DIA1'-0"22" MAX.1.FOR DEAD-END MANHOLES, THE INVERT SHALL BE EXTENDED THROUGH THE MANHOLE.2.ON THE INTERIOR OF THE MANHOLE, ALL JOINTS BETWEEN SECTIONS SHALL BE PARGED WITH NON-SHRINK GROUT.3.ON THE INTERIOR OF ALL OUTFALL MANHOLES, ALL JOINTS BETWEEN SECTIONS SHALL BE PARGED WITH PRECO-PLUG QUICK SETTING GROUT.4.ON THE EXTERIOR OF ALL MANHOLES, ALL JOINTS BETWEEN SECTIONS SHALL BE CONTINUOUSLY WRAPPED WITH 12" WIDE WATERPROOFBITUMINOUS TAPE.5.SEWER MANHOLES WITHIN 1200 FEET OF FORCE MAIN CONNECTION SHALL HAVE INTERIOR EPOXY COATED.NOTES:FRAME SHALL BE SEALEDWITH RUBBER "O" RINGAND BOLTED TO MANHOLECONE SECTIONHGT.=3' OR 4'INTERMEDIATE SECTIONAS REQUIREDHGT.=16", 32", OR 48"MONOLITHIC LOWERBARREL & BASESLAB SECTIONVARIABLE HGT.CAST IRON RING & COVERTONGUE & GROOVE JOINTWITH RUBBER 'O'- RINGOR RAM-NECK4000 PSI CONCRETE(REINF.NOT SHOWN)MIN.AS=0.12 IN²/FTMANHOLE OPENING ASPER PLANS (BY MANUFACTURER)SLOPE 1/4" PER FOOTSHAPED INVERTCONCRETE ORMASONRY8" NO. 57 STONEWATERTIGHT JOINTGRASS SPECIES BLENDPLANTING RATE85%1%NOTES:1.ENSURE SOIL COMPACTION REQUIREMENTS ARE MET PRIOR TO SEEDING. MINIMUM COMPACTIONREQUIRED IS 95% OF THE STANDARD PROCTOR DENSITY FOR SLOPES UP TO 5%. MINIMUMCOMPACTION REQUIRED IS 90% MAXIMUM DRY DENSITY ELSEWHERE INCLUDING ON SLOPES 4:1 ORSTEEPER. REFER TO SPECIFICATION SECTION 31 20 00.2.SOIL AMENDMENTS: ADD 2,000-LBS/ ACRE GROUND AGRICULTURAL LIMESTONE AND 750-LBS/ACRE10-10-10 FERTILIZER TO THE SOIL BEFORE SEEDING.3.MULCH: APPLY 4,000-LBS/ACRE STRAW OVER SEED. ANCHOR STRAW MULCH BY CRIMPING INTOTOPSOIL BY SUITABLE MECHANICAL EQUIPMENT.4.HYDROSEED ALL SLOPES 3:1 OR STEEPER.5.PROTECT SEEDED AREAS 3:1 SLOPE/GRADE OR STEEPER AGAINST EROSION BY PROVIDINGEROSION-CONTROL BLANKETS INSTALLED AND STAPLED ACCORDING TO MANUFACTURER'SRECOMMENDATIONS.6.PROTECT SEEDED AREAS LESS THAN 3:1 SLOPE/GRADE AGAINST EROSION BY SPREADING STRAWMULCH AFTER COMPLETION OF SEEDING OPERATIONS. SPREAD UNIFORMLY AT A MINIMUM RATE OF 2TONS PER ACRE TO FORM A CONTINUOUS BLANKET 1-1/2 INCHES LOOSE DEPTH OVER SEEDED AREAS.SPREAD BY HAND, BLOWER, OR OTHER SUITABLE EQUIPMENT.7.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS AS NEEDED.8.SATISFACTORY LAWN: SEEDED LAWNS SHALL BE CONSIDERED SATISFACTORY/ACCEPTABLE PROVIDEDREQUIREMENTS, INCLUDING MAINTENANCE, HAVE BEEN MET AND A HEALTHY, UNIFORM, CLOSE STANDOF GRASS IS ESTABLISHED, FREE OF WEEDS, BARE SPOTS EXCEEDING 5 BY 5 INCHES AND SURFACEIRREGULARITIES.SEED SCHEDULE (May 1 - Aug 15)MIN. % PURESEEDMAX. % WEEDSEED40-LBS PER1-ACREGERMAN MILLET10-LBS PER1-ACREBERMUDA GRASS (HULLED)SEEDING SCHEDULE AND COMPACTION REQUIREMENTSCOMPACTION REQUIREMENTSFINISH GRADE PERGRADING PLAN1-FT1-FTWRAP STONE WITHGEOTEXTILESEPARATION FABRICGEOGRID TIE BACKS ASNEEDED FOR WALLDESIGN (REFER TO SHOPDRAWING)CONCRETE MOW STRIP(SLOPE AWAY FROM WALL)MSE MODULAR BLOCKCONCRETE RETAININGWALL (SEE SHEET C4.1FOR WALL HEIGHTS)FINISHEDGRADELEVELING COURSE(REFER TO SHOPDRAWING)4-INCH SCH 40 PERFORATED UNDERDRAIN(REFER TO GRADING PLAN FOR DAYLIGHTLOCATIONS)CONCRETE FOOTING(REFER TO DETAIL 1ON SHEET C5.1 ANDREFER TO SHOPDRAWING FORINSTALLATION)2% SLOPEDRAINAGESWALE128-FT BLACK VINYL CHAINLINK FENCE (REFER TODETAIL 1 ON SHEET C5.1)REINFORCED SOILPER SHOP DRAWING#57 CLEANSTONEBACKFILL MIN12" WIDEAGAINST WALL(BW) BOTTOM OFWALL ELEVATION(SEE SHEET C4.1)(TW) TOP OF WALLELEVATION (SEE GRADINGPLAN)SEE SHOPDRAWING FORELEVATIONFOUNDATION SOILPER SHOP DRAWINGRETAINEDSOILNOTES:1.CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOP DRAWING OF WALL DESIGN, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER (REGISTERED INNORTH CAROLINA), FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR MUST BE CERTIFIED TO BUILD THE WALL OR HAVE LICENSE PROFESSIONALENGINEER CERTIFY CONSTRUCTION.2.FURNISH AND INSTALL ALL MATERIALS IN ACCORDANCE WITH THE SIGNED AND SEALED RETAINING WALL SHOP DRAWING.3.MODULAR CONCRETE WALL UNITS SHALL CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000-PSI. UNITS SHALL HAVE STRAIGHT,SPLITFACE EXTERIOR FACE. PROVIDE CAP UNITS WITH SMOOTH TOP SURFACES.4.CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MATERIALS IN THE REINFORCED ZONE FOR THE WALL CONSTRUCTION IN ACCORDANCE WITH THE SHOPDRAWINGS. ANY BORROW OR IMPORTED FILL MATERIAL REQUIRED FOR PROPER BACKFILLING OF THE WALL SHALL BE PROVIDED BY THE CONTRACTOR IN THEBASE BID CONTRACT. FOR THE PURPOSE OF BIDDING, ACCOUNT FOR THE FOLLOWING SOILS WITHIN THE REINFORCED ZONE (REFER TO THE ATTACHEDGEOTECHNICAL REPORT FOR EXISTING ONSITE SOILS):4.1.THE STRUCTURAL FILL USED IN THE REINFORCED ZONE OF THE RETAINING WALL(S) SHALL HAVE A USCS CLASSIFICATION OF GW, GP, GM, SW, SP,SP-SM, SP-SC, OR SM. SILTS AND CLAYS (ML, MH, CL OR CH) ARE NOT ACCEPTABLE. THE TESTED REINFORCED SOILS SHALL, AT A MINIMUM, HAVE THEFOLLOWING PROPERTIES: PHI ANGLE = 30 DEGREES; COHESION = 0 PSF; WET UNIT WEIGHT = 120 LBS/CU.FT5.THE FOUNDATION SOIL (BELOW THE WALL AND GEOGRID TIE BACKS) MUST MEET THE REQUIREMENTS IN THE SHOP DRAWING. THESE SOILS WILL BE TESTEDBY MATERIAL TESTING COMPANY HIRED BY THE OWNER; SHOULD THE SITE SOILS NOT MEET THE REQUIREMENTS CONSULT WITH THE WALL DESIGNER ANDCIVIL ENGINEER.6.ACCOUNT FOR PREMIUM COLOR BLOCK, ONE GRADE ABOVE STANDARD, IN THE BID. ARCHITECT WILL SELECT THE COLOR.7.REFER TO SPECIFICATION SECTION 32 32 23 "SEGMENTAL RETAINING WALL SYSTEM" FOR ADDITIONAL INFORMATION.DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/202C5.0SITE DETAILS
FABRIC WIDTH6"10'-0" MAXIMUM6"3'-4" MIN.16" MIN. DIA.CONCRETE BASETOP RAIL BRACE RAILLINE POSTLINE POSTGRADE10" MIN. DIA.TENSION BARCARRIAGE BOLTFABRICTENSION BAND10'-0"1'-0"FENCE POSTNO SCALENO SCALETRUSS ROD (3/8" MIN. DIA.)STEEL POST SCHEDULEUSE AND SECTIONMINIMUM OUTSIDE DIMENSIONS (NOMINAL)FABRIC WIDTH 72" OR LESSFABRIC WIDTH 84" TO 96"FABRIC WIDTH 108" AND OVERCORNER, END & PULL POSTSTUBULAR - ROUNDC-SECTION (ROLL-FORMED)LINE POSTSTUBULAR - ROUNDH-SECTIONC-SECTION (ROLL-FORMED)TOP, BOTTOM & BRACE RAILSTUBULAR - ROUNDH-SECTIONC-SECTION (ROLL-FORMED)2.375" O.D.3.50" X 3.50"2.875" O.D.3.50" X 3.50"4.00" O.D.1.66" O.D.1.625" X 1.50"1.625" X 1.25"3'-4" MIN.FABRIC1"1"4"24"12:1 SLOPE24"TOP OF FOOTING SAMESLOPE AS MOW STRIP4"12:1 SLOPECENTERLINEOF FENCECROWNEDCONCRETEMOW STRIPMOW STRIP CROSS SECTIONFOOTING SLOPE AT FENCE POST7'-0" GROUND TOTOP OF FABRICINSTALL AT EACHCORNER POST24" WIDE CONCRETEMOW STRIP UNDERALL FENCING1 1/2" MIN2 1/2" MAXTOP OR BRACE RAIL ATTACHMENT9-GAGE STEELTIE WIRES(2'-0" O.C. MAX.)BARBED WIRE ORTENSION WIRETENSION BAND (15" O.C. MAX.AND WITHIN 4" FROM TOP ANDBOTTOM OF FABRIC)10'-0" MAXIMUMLINE POSTS TO BE EQUALLY SPACEDTENSION WIRENOTES:1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TOLIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THATCOMPLY WITH THE SPECIFICATIONS.2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURESIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDEOPPOSITE THE SECURE AREA.3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST ISCOMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.CORNER, END, ORPULL POSTTRUSS ROD (3/8"MIN. DIA.)TENSION BAR TOENGAGE EACHFABRIC LINKCHAIN-LINK FABRIC (9GAGE, 2" MESH)BOTTOM OFFABRICTIE WIRES ORCLIPS. (TYP.)9-GAGE STEEL TIEWIRE (15" O.C. MAX.AND WITHIN 4"FROM TOP ANDBOTTOM OFFABRIC)9-GAGE STEELTIE WIRE (15"O.C. MAX. ANDWITHIN 4" FROMTOP ANDBOTTOM OFFABRIC)#8 AWG SOLIDCOPPER WIRE3/4" DIA.COPPER-CLADSTEEL GROUNDRODMOLDED EXOTHERMIC WELDOR APPROVED CLAMP-TYPEFITTING OF COPPER2.875" O.D.2.25" X 1.70"2.375" O.D.2.25" X 1.70"2.25" X 1.70"1.90" O.D.2.25" X 1.70"1.875" X 1.625" GROUNDING DETAILROUND POSTH-BEAMLINE POST ATTACHMENTS TENSION BAND DETAIL BRACE RAIL CLAMP DETAILSH-BEAMEND OR GATE POST DETAILROUND POSTCHAIN-LINK SECURITY FENCE DETAILADD ADDITIONAL CROSS BARS,DIAGONAL BARS, AND SUPPORTSAS NECESSARY FOR STRUCTURALSUPPORTPROVIDE SHOP DRAWINGS FORREVIEWEND & CORNERPOST CAPBLACK VINYL COATED4. POWDER COAT ALL FENCING MATERIALS AND FITTINGS "BLACK" INCOLOR. FENCE FABRIC SHALL BE VINYL COATED "BLACK" IN COLOR.BLACK VINYL CHAINLINK FENCE WITH CONCRETE MOW STRIP 1N.T.S.DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B20200636 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]C5.1SITE DETAILS
1' FLOODAREA TO BEMAX. SEDIMENT DEPTH (CLEAN OUT POINT)#57 WASHED STONESEDIMENT STORAGE(CUT, FILL, ETC.)DISTURBED 5'FLOWSECTION STORAGEZONE1'3'GROUNDNATURALCLASS B STONE3'FLOWPERSPECTIVE VIEWSEDIMENTFLOWSTORAGESECTION THRU BASIN BELOWFLOWCLASS 1 RIP RAP SEE #5 WASHED STONERIP RAPPIPEPIPE INVERTFLOWINVERTFLOW12"12"12"2.51MIN.HEADWALL1' THICK X 3' HIGH MIN.MAINTENANCE NOTES:1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY.2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY.4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.TEMPORARY ROCK PIPE INLET PROTECTIONN.T.S.2N.T.S.TEMPORARY RIPRAP OUTLET PROTECTION 10'ELEVATIONSECTION18"18"24"21NOTES:1.INSTALL SILT FENCE PER STD. SILT FENCEDETAIL.2.LOCATE REINFORCED OUTLET AT LOW POINTS OFSILT FENCE BARRIER.MAINTENANCE NOTES:1.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATESTORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ONTHE FENCE/OUTLET. TAKE CARE TO AVOID UNDERMINING THE FENCEDURING CLEANOUT. REMOVE & REPLACE STONE AS NECESSARY AS ITBECOMES CLOGGED WITH SEDIMENT.2.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENTDEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTERTHE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLYSTABILIZED.N.T.S.TEMPORARY ROCK CHECK DAMDESIGN OF SPILLWAYSMIN. WEIR LENGTH(FT)4.06.08.010.012.054321(ACRES)DRAINAGE AREACLASS 1SIDE VIEWNOTES:FOR STABILIZATION.KEY RIP RAP INTO THE DAMSEDIMENT STORAGE REQUIRED.EXISTING TOPOGRAPHY ANDHEIGHT AND WIDTH DETERMINED BY1/2' - 1'VARIESEXISTING SLOPEEXISTING SLOPE12"- #57 WASHED STONETOP ELEV OF STORMWATERRIP RAPVARIESMAX1/2'-1'11VARIESSTEP SEQUENCEEXISTING SLOPEFRONT VIEW KEYED RIP RAPVARIES#5 WASHED STONEMAINTENANCE NOTES:1.INSPECT CHECK PROTECTION WEEKLY ANDAFTER 12" RAINFALL EVENT AND REPAIRIMMEDIATELY. REMOVE SEDIMENT STRAW,LIMBS, OR OTHER DEBRIS THAT COULD CLOGTHE CHANNEL WHEN NEEDED.2.IMMEDIATELY CORRECT ANY DAMAGECAUSED BY SUBMERGED AND DEPOSITIONABOVE THE CHECK DAM AND FROM HIGHFLOWS AROUND THE EDGES.3.REMOVE SEDIMENT ACCUMULATED BEHINDTHE DAMS AS NEEDED TO PREVENT DAMAGETO CHANNEL VEGETATION, ALLOW THECHANNEL TO DRAINTHROUGH THE STONECHECK DAM, AND PREVENT LARGE FLOWSFROM CARRYING SEDIMENT OVER THE DAM.ADD STONES TO DAMS AS NEEDED TOMAINTAIN DESIGN HEIGHT AND CROSSSECTION.N.T.S.TEMPORARY GRAVEL CONSTRUCTION ENTRANCEMIN.6" MIN.6"25' OR WIDTH OF100' MIN.ROADWAYEXISTING85' MIN.15' MIN.12" MIN.NEW CONSTRUCTIONCROSS SECTIONPLANPROPOSED STREETOR DRIVEWAY,WHICHEVER ISGREATER.(CLASS 'A' RIP RAP)COARSE AGGREGATE2"-3" MIN.MAINTENANCE NOTES:1.MAINTAIN THE GRAVEL PAD IN ACONDITION TO PREVENT MUD ORSEDIMENT FROM LEAVING THESITE. MAY REQUIRE PERIODICTOPDRESSING WITH 2"CH STONE.2.IMMEDIATELY REMOVE ALLOBJECTIONABLE MATERIALSSPILLED, WASHED OR TRACKEDONTO PUBLIC ROADWAYS..CONSTRUCTION NOTES:1.ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUMUTILITY BY ALL CONSTRUCTION VEHICLES.2.TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGETRUCKS SHALL TO BE PROVIDED.3.ENTRANCES MUST BE MAINTAINED IN A CONDITION WHICHWILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTOSTREETS. PERIODIC TOPDRESSING WITH STONE WILL BENECESSARY. CONTRACTOR SHALL MAINTAIN AS NECESSARY.4.ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROADMUST BE CLEANED UP IMMEDIATELY.5.FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELYMAINTENANCE SHALL BE PROVIDED.6.NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS ANDEGRESS UNTIL SITE IS STABILIZED.N.T.S.TEMPORARY DIVERSION DITCH / BERMMAINTENANCE NOTES:1.GRASSED-LINED CHANNELS TOBE INSPECTED WEEKLY ANDAFTER EVERY RAINFALL EVENT,DURING THE ESTABLISHMENTAND AFTER THEESTABLISHMENT PERIOD.2.REPAIRS ARE TO BE MADEIMMEDIATELY.3.REMOVE SEDIMENTACCUMULATIONS TO MAINTAINDESIGNED CARRYINGCAPACITY.4.GRASS TO BE HEALTHY AND INVIGOROUS CONDITIONS ATALL TIMES.8-IN COMPOST SOCKN.T.S.N.T.S.TEMPORARY CHANNEL LININGN.T.S.TEMPORARY CONCRETE WASH-OUT AREANOTES:1.LOCATE WASH-OUT AREA AT LEAST 50' FROMOPEN WATERS AND DRAINAGE INLETS.2.LINE LIMITS OF TEMP CONCRETE WASH OUTAREA WITH IMPERVIOUS LINER OF 8-MILLAMINATED PLASTIC GEOTEXTILE FABRIC(DURA-SKRIM 8BW OR APPROVED EQUAL).3.ADD STRAW BAILS ON DOWN-GRADIENT END OFLINER.4.PROPERLY DISPOSE OF DRIED CONCRETE ANDRESTORE AREA TO FINAL GRADES ANDSURFACES AT COMPLETION OF CONSTRUCTION.FLOWEXIST GRADE SECTION PLAN MAINTENANCE NOTES:1.INSPECT AREA REGULARLY AND AFTER EACH RAIN EVENTAND MAKE REPAIRS PROMPTLY.2.ENSURE CONCRETE IS BEING CAPTURED AND IS NOTFLOWING THROUGH OR AROUND BARRIERS.3.REPLACE HAY BALES AND SILT FENCE THAT NO LONGERDRAIN OR FILTER EFFICIENTLY.4.REPLACE OR PATCH IMPERVIOUS LINER THAT ISBECOMES DAMAGED. RE-ANCHOR LINER AS NEEDED.5.REMOVE ACCUMULATED DRIED CONCRETE THAT ISIMPEDING DRAINAGE OR REDUCING STORAGE VOLUME.DISPOSE OF WASTE CONCRETE PROPERLY.SLOPESLOPE4118110753FILL SLOPEVAR.2' - 10'VAR.0' - 2'CROSS SECTIONAL VIEW3:1 MAX.3:1 MAX.12"2' MIN.12"2:1 MAX.2:1 MAX.ENERGY DISSIPATER SCHEDULEPIPE SIZEW1 (FT)W2 (FT)LENGTH (FT)THICKNESS (IN).STONECLASSD50 SIZE(IN.)DITCHBOTTOM WIDTHRIGHT SLOPELEFT SLOPEFLOW DEPTH(FT)(H:V)(H:V)(FT)SLOPE(%)TOTAL FLOW(CFS)A41.981.0002:12:12.61108"22.0RR-122.037.036232N.T.S.DEWATERING PUMP WITH SILT BAG6B36.461.0002.49*SWALES HAVE BEEN DESIGNED USING RAINFALL INTENSITY FOR THE 10-YEAR STORM ACCORDING TO THE NCDENR EROSION CONTROL MANUAL.TEMPORARY LINERPERMANENT LINERC30.952.1701.88NOTES:1.TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOWAND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR SCM.2.SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENTOR COVERED BY FILL.4.STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING,MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.MAINTENANCEINSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THEDIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRSAS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURALGROUND LEVEL AND APPROPRIATELY STABILIZE IT.STRAW W/ EXCELSIOR NET36"RR-224"RR-310.08.0123A30"RR-47.515.0226B33.030.036232EXISTING ROADWAYWASTE MATERIAL-COMPACT,SEED & MULCH AFTERCONSTRUCTION OF DITCHSILT FENCE DOWNSTREAM OF WASHOUT AREAEXTEND LINER OVER HAY BALESAND STAPLE INHAY BAILSDOWNSTREAM OF WASHOUT AREAIMPERVIOUS LINERUNDER ENTIRE WASHOUT AREAPIN/KEY IN LINER TOSECURE TO GROUNDPIN/KEY IN LINERTO SECURE TOGROUNDSTEEL POSTWOVEN WIRE FABRICHORIZONTAL POSTSILT FENCE FABRICCLASS 'B' RIP RAP (TYP)NOTCH AND FOLD FABRICOVER HORIZONTAL POST12" #57 WASHED STONESILT FENCE FABRICSTD SILT FENCEPOST (TYP)POSTIMPERVIOUSLINERDIRECTIONOF FLOWSTRAW W/ EXCELSIOR NET6.09.017.5WATERINSERT DISCHARGEHOSE IN TUBESILT BAGPUMPSUCTION HOSEDISCHARGE HOSENOTES:1.CONTRACTOR TO USE SILT BAG PRIOR TO DEWATER TEMPARARY SEDIMENT BASINSPRIOR TO REMOVAL.2.SILT BAG CONTENTS TO BE DISPOSED OF OFF SITE.3.SILT BAGS SHOULD BE DAYLIGHT TO THE NEAREST SILT FENCE OUTLET TO PREVENTEROSIONBERMUDA GRASSBE NECESSARY TO PROPERLY ANCHOR THE RECP's.CHANNEL INSTALLATIONOR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE IF NECESSARY TO ALLOW STAPLES TO SECURE THE* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS ALONG THE CHANNEL SURFACE.BAAC. CHANNEL BOTTOM/SIDEB. PROJECTED WATER LINEA. OVERLAPS AND SEAMSCRITICAL POINTSCBC SLOPE VERTICESNOTE:(15 CM)(15 cm)EVANSVILLE, IN 4772514649 HIGHWAY 41 NORTHAMERICAN800-772-2040www.nagreen.comGREENNORTH8.6"6"1.3.REV. 01/05(10 CM - 15 CM)4.6.(10 CM)(15 cm)(30 CM)(5 CM - 12.5 CM)7.6"5.(15 CM)(15 CM)2.6"1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPERSIDE DOWN.2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12"(30 CM) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKESAPPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEEDTO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVERCOMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP's.3.ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THESOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS ASSHOWN IN THE STAPLE PATTERN GUIDE. TM WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THECOLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.4.PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLESSTAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.5.FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM)APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.6.ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.7.IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLEROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.8.THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.NOTE:* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.NOTES:1.TEMPORARY DIVERSION DITCHTO BE USED TO INTERCEPTFLOW AND/OR DIVERT TO ASEDIMENT CONTROL MEASUREOR BMP.2.SILT SHALL BE REMOVEDWHEN DITCH IS ONE-HALFFULL.3.DITCH SHALL BERECONSTRUCTED WHENDAMAGED BY EQUIPMENT ORCOVERED BY FILL.4.STABILIZE DIVERSION DITCHBERM WITH TEMPORARYSEEDING, MULCH WITH TAC,AND/OR EROSION CONTROLNETTING.STRAW W/ EXCELSIOR NET2:12:12:12:1TEMPORARY REINFORCED SILT FENCE OUTLETNOTES:FILTER BLANKETSTONE CLASSD
THICKNESS(AMOCO 2006OR EQUIVALENT)MAINTENANCE:1.RIP RAP OUTLET STRUCTURES TO BE INSPECTEDWEEKLY AND AFTER EVERY RAINFALL EVENT. REPAIRSARE TO BE MADE IMMEDIATELY.(OUTLET TO WELL DEFINED CHANNEL)MAX SLOPE LENGTH ABOVE COMPOST FILTER SOCK (IN FEET)SLOPE8-IN1.A FILTER BLANKET SHOULD BE INSTALLED BETWEEN THE RIPRAP ANDSOIL FOUNDATION.2.MAINTAIN ENERGY DISSIPATERS INSTALLED DURING EARLY SITEWORK THROUGHOUT THE CONSTRUCTION AREA.3.TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE FLUSHWITH NATURAL GRADE OF THE RECEIVING CHANNEL.4.VEGETATE ALL DISTURBED AREAS WITH VEGETATION IMMEDIATELYAFTER INSTALLATION.FOR ALL STRUCTURESADD 22" OF CLASS BRIPRAP TO SLOPE ABOVEAND AROUND TOP OFPIPE/FES/END WALL ASSHOWN ON PLANS.PLAN SECTION A-ALAW21W0DAD =OUTLET PIPE DIAMETER08'N.T.S.EROSION CONTROL PROTECTION FOR PIPE TRENCHING N.T.S.NOTE: AN ACCEPTABLE ALTERNATE TO FILTER FABRICFENCE IS A LINE OF STAKED STRAW BALESFILTER FABRICEMBEDDED 3"INTO GROUNDSILTFENCEXXMATERIALSTOCKPILEDMATERIALSEXCAVATEDTRENCHTRENCH30"RR-57.515.0226B17.5D8.481.0001.40STRAW W/ EXCELSIOR NETN/A2:12:1E18.501.0001.99STRAW W/ EXCELSIOR NET2:12:1F13.911.0001.82STRAW W/ EXCELSIOR NETN/A2:12:1CONSTRUCTION SPECIFICATIONS1.MATERIALS USED IN THE COMPOST SOCK MUST MEET THE SPECIFICATIONS OUTLINED ABOVE AND IN PRACTICE 6.18, COMPOST BLANKETS.2.COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN.3.PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS GREATER THAN ONE INCH THAT MAY INTERFERE WITH PROPER FUNCTION OFTHE COMPOST SOCK.4.COMPOST SOCKS SHOULD BE INSTALLED PARALLEL TO THE TOE OF A GRADED SLOPE, A MINIMUM OF 10 FEET BEYOND THE TOE OF THE SLOPE. SOCKS LOCATED BELOW FLAT AREASSHOULD BE LOCATED AT THE EDGE OF THE LAND-DISTURBANCE. THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THEEND OF THE SOCKS.5.FILL SOCK NETTING UNIFORMLY WITH COMPOST TO THE DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.6.OAK OR OTHER DURABLE HARDWOOD STAKES 2” X 2” IN CROSS SECTION SHOULD BE DRIVEN VERTICALLY PLUMB, THROUGH THE CENTER OF THE COMPOST SOCK. STAKES SHOULDBE PLACED AT A MAXIMUM INTERVAL OF 4 FEET, OR A MAXIMUM INTERVAL OF 8 FEET IF THE SOCK IS PLACED IN A 4 INCH TRENCH. SEE FIGURE 6.66B. THE STAKES SHOULD BE DRIVENTO A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE THE COMPOST SOCK.7.IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE SOCK TO HOLD IT IN PLACE DURINGRUNOFF EVENTS.8.IF THE COMPOST SOCK IS TO BE LEFT AS PART OF THE NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF INSTALLATION FOR ESTABLISHMENT OF PERMANENT VEGETATION USINGTHE SEEDING SPECIFICATION IN THE EROSION AND SEDIMENTATION CONTROL PLAN.9.COMPOST SOCKS ARE NOT TO BE USED IN PERENNIAL OR INTERMITTENT STREAMS.MAINTENANCE:1.INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOSTSOCK MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE.THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THEMEASURE HAS BEEN PERMANENTLY STABILIZED.DISPOSAL/RECYCLING:1.COMPOST MEDIA IS A COMPOSTED ORGANIC PRODUCT RECYCLED AND MANUFACTURED FROM LOCALLY GENERATED ORGANIC, NATURAL, AND BIOLOGICALLY BASED MATERIALS.ONCE ALL SOIL HAS BEEN STABILIZED AND CONSTRUCTION ACTIVITY HAS BEEN COMPLETED, THE COMPOST MEDIA MAY BE DISPERSED WITH A LOADER, RAKE, BULLDOZER OR SIMILARDEVICE AND MAY BE INCORPORATED INTO THE SOIL AS AN AMENDMENT OR LEFT ON THE SOIL SURFACE TO AID IN PERMANENT SEEDING OR LANDSCAPING. LEAVING THE COMPOSTMEDIA ON SITE REDUCES REMOVAL AND DISPOSAL COSTS COMPARED TO OTHER SEDIMENT CONTROL DEVICES. THE MESH NETTING MATERIAL WILL BE EXTRACTED FROM THE MEDIAAND DISPOSED OF PROPERLY. THE PHOTODEGRADABLE MESH NETTING MATERIAL WILL DEGRADE IN 2 TO 5 YEARS IF LEFT ON SITE. BIODEGRADABLE MESH NETTING MATERIAL ISAVAILABLE AND DOES NOT NEED TO BE EXTRACTED AND DISPOSED OF, AS IT WILL COMPLETELY DECOMPOSE IN APPROXIMATELY 6 TO 12 MONTHS. USING BIODEGRADABLE COMPOSTSOCKS COMPLETELY ELIMINATES THE NEED AND COST OF REMOVAL AND DISPOSAL.CONSTRUCTION NOTES:1.ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUMUTILITY BY ALL CONSTRUCTION VEHICLES.2.TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGETRUCKS SHALL TO BE PROVIDED.3.ENTRANCES MUST BE MAINTAINED IN A CONDITION WHICHWILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTOSTREETS. PERIODIC TOPDRESSING WITH STONE WILL BENECESSARY. CONTRACTOR SHALL MAINTAIN AS NECESSARY.4.ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROADMUST BE CLEANED UP IMMEDIATELY.5.FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELYMAINTENANCE SHALL BE PROVIDED.6.NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS ANDEGRESS UNTIL SITE IS STABILIZED.PARAMETERUNITSFILTER SOCKMEDIAORGANIC MATTER CONTENTPH UNITSFILTER SOCK MEDIA PARAMETERSPHMOISTURE CONTENT% WET WEIGHT BASIS% DRY WEIGHT BASIS5.0-8.5< 6025-100PARTICLE SIZE% PASSING ASELECTED MESH SIZE,DRY WEIGHT BASIS1.2" - 99% PASSING2.3/8" - 30-50%PASSING(MAX 2" SIZE)PHYSICAL CONTAMINANTS< 1% DRY WEIGHT BASISDIAMETER OF COMPOST FILTER SOCK REQUIRED12-IN18-IN24-IN300375500650 <2%200250275325 5%100125150200 10%160 15%130 20%100 25%6530%55 35%50 40%40 45%708510050657040505530404530404530404520253035 50%202530TOP VIEWISOMETRIC & SECTION VIEWS9G2.511.3900.94STRAW W/ EXCELSIOR NET2:12:1BERMUDA GRASSBERMUDA GRASSBERMUDA GRASSBERMUDA GRASS*USE 8-IN DIAMETER COMPOST SOCK*DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/202C5.2SITE DETAILS
REFER TO PLAN1313COMPACTEDSELECT FILL3131TOP OF EMBANKMENTBASIN INV EL =GEMER. SPILLWAY CREST EMERGENCY SPILLWAY SECTION BEXCAVATE 18" DEEP PIT BELOWSKIMMER TO PREVENT IT FROMSETTLING IN MUDNUMBER(FT)(FT)(FT)(FT)(IN)(FT)BASINABCDEGBOTTOM ELEV = AA714.57167267286.010N.T.S.TEMPORARY SKIMMER SEDIMENT BASIN(IN)F4.0TEMPORARY ROLLED EROSION CONTROL PRODUCT NOTES:1.SLOPE SURFACE SHALL BE SMOOTH PRIOR TO PLACEMENTOF MATTING TO ENSURE PROPER SOIL CONTACT.2.LIME, FERTILIZE, AND SEED PRIOR TO PLACING MATTING.PLANT SHRUBS, TREES, ETC. FOLLOWING PLACEMENT OFMATTING.3.ON SLOPES FLATTER THAN 4:1, ROLLS MAY BE PLACED INHORIZONTAL STRIPS.4.DO NOT STRETCH MATTING TIGHT. ALLOW ROLLS TOCONFORM TO ANY IRREGULARITIES.5.INSTALL STAPLES IN PATTERNS AS RECOMMENDED BYMATTING MANUFACTURER.MAINTENANCE NOTES:1.INSPECT MATTING AT LEAST WEEKLY AND AFTER EACHSIGNIFICANT (1/2" OR GREATER) RAINFALL AND REPAIRIMMEDIATELY AS NEEDED.2.ENSURE GOOD CONTACT WITH SOIL SURFACE ISMAINTAINED AND EROSION DOES NOT OCCUR BENEATHMATTING.3.AREAS OF MATTING THAT ARE DAMAGED OR WHERE NOTIN CLOSE CONTACT WITH THE SOIL SHALL BE REPAIREDAND STAPLED.4.IF EROSION OCCURS DUE TO POORLY CONTROLLEDDRAINAGE, THE PROBLEM SHALL BE FIXED AND THEERODED AREAS PROTECTED.5.MONITOR AND REPAIR MATTING AS NECESSARY UNTILGROUND COVER IS ESTABLISHED.N.T.S.CONSTRUCTION NOTES:1.PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS INDICATED ON DRAWINGS. CLEAR,GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALLSURFACE SOILS CONTAINING HIGH AMOUNTS OF ORGANIC MATTER.2.PLACE OUTLET BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUSMATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND PIPE. PLACE FILLMATERIAL AROUND PIPE IN 4" LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST 90%OF THE STANDARD PROCTOR DENSITY. CARE SHALL BE TAKEN TO NOT RAISE THE PIPE FROM FIRMCONTACT WITH ITS FOUNDATION.3.ASSEMBLE THE SKIMMER IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACHSKIMMER TO BARREL PIPE WITH FLEXIBLE JOINT AND POSITION THE SKIMMER OVER THE EXCAVATED PIT.ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN.4.EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, VEGETATION,ROCKS & OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE PLACING FILL. PLACE FILL IN 6-8INCH LOOSE LIFTS. COMPACT TO AT LEAST 90% OF THE STANDARD PROCTOR DENSITY.5.LINE THE ENTIRE EMERGENCY SPILLWAY WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILEFABRIC. FABRIC SHALL BE WIDE ENOUGH TO COVER THE BOTTOM AND SIDES OF THE SPILLWAY ANDEXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES SHALL BE SECUREDWITH 8" STAPLES OR PINS. THE FABRIC SHALL BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXITONTO STABLE GROUND. THE WIDTH OF THE FABRIC SHALL BE ONE PIECE, NOT JOINED OR SPLICED. IFTHE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLESECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS SHALL OVERLAP THELOWER SECTIONS SO WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDESOF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.6.ALL SEDIMENTATION BASIN EMBANKMENTS SHALL BE PROVIDED WITH ADEQUATE GROUND COVERIMMEDIATELY UPON CONSTRUCTION.MAINTENANCE NOTES:1.INSPECT DEVICE AFTER EACH RAINFALL.2.REMOVE SEDIMENT WHEN SEDIMENT REACHES A DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OFTHE RISER. REPAIR BAFFLES IF THEY ARE DAMAGED.3.PULL SKIMMER TO SIDE OF BASIN WITH ROPE AND INSPECT REGULARLY. KEEP SKIMMER HEAD, ORIFICEAND PIPE FREE OF DEBRIS. REMOVE SEDIMENT FROM BENEATH SKIMMER.4.CHECK AND REPAIR FABRIC LINED SPILLWAY FOR DAMAGE. MAKE SURE IT DOES NOT INTERFERE WITHSKIMMER OPERATION. SCM CONVERSION NOTES (REFER TO WET DETENTION AND STORMWATER CONTROL MEASURE DETAIL FORADDITIONAL INFORMATION):AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, AND EROSION CONTROLMEASURES HAVE BEEN APPROVED TO BE REMOVED BY NCDEQ , CONVERT THE SEDIMENT BASIN TO THEPERMANENT SCM IN ACCORDANCE WITH THE REQUIREMENTS ON THE PLANS, INCLUDING, BUT NOT LIMITEDTO:·DEWATER THE BASIN·REMOVE ALL SEDIMENT·REMOVE THE SKIMMER DEVICE AND GROUT THE ORIFICE IN THE RISER·EXPOSE THE PERMANENT ORIFICES IN THE RISER PER THE REQUIREMENTS·EXCAVATE TO THE REQUIRED ELEVATIONS FOR THE PERMANENT SCM·INSTALL THE CLAY LINER AND WEIRS·INSTALL AQUATIC PLANTS ON BENCH14' MINLEVEL SECTION10' SPACING3:1 4'MIN..5' MINPLAN VIEWSTANDARD T-SECTIONCROSS-SECTION VIEWNOTES:1.CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD FLARED-END SECTION OF PIPE WITH AMINIMUM 6-INCH METAL TOE PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. ASTANDARD T-SECTION FITTING MAY ALSO BE USED AT THE INLET.2.USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN. MAKETHE HEIGHT OF THE BERM OVER THE DRAIN CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHESHIGHER THAN THE ADJOINING BERM ON EITHER SIDE. THE LOWEST POINT OF THE DIVERSION BERMSHOULD BE A MINIMUM OF 1 FT3.ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE PIPE.4.PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH RIPRAP DISSIPATER.MAINTENANCE1.INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL ANDPROMPTLY MAKE NECESSARY REPAIRS. WHEN THE PROTECTED AREA HAS BEENPERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALSDISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY.SLOPEA3.33 AREA (ACRES)SIZETOTAL FLOW(CFS)13.91DRAIN18"CONSTRUCTION SPECIFICATION1.PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON PLAN.2.SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARDS ITS OUTLET.3.HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT EXCEEDING 6 INCHES.4.ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAD MINIMUM DIMENSIONS OF 1.5 FEET DEPTH, 4 FEET TOPWIDTH, AND 3:1 SIDE SLOPES.5.ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.6.ENSURE THAT ALL FILL MATERIAL IS WELL-COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRAIN WITH GROMMETSOR STAKES SPACES NO MORE THAN 10 FEET APART.7.EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION.8.MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN 1 FOOT ABOVE THE TOP OF THE PIPE AT EVERY POINT.9.IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION.TOP OF EMBANKMENT EL = DEMER. SPILLWAY CREST EL = CFLOATING SKIMMER SKIMMER SIZE: EORIFICE SIZE: FMANUFACTURER: J.W. FAIRCLOTH & SONSROPE FOR ACCESS TO SKIMMER FORMAINTENANCEEMERGENCY SPILLWAYSEED & MULCH EMBANKMENTLINE EMERGENCY SPILLWAYWITH LAMINATED PLASTIC ORIMPERMEABLE GEOTEXTILEFABRIC. SEE NOTE 5.LINE EMERGENCY SPILLWAYWITH LAMINATED PLASTIC ORIMPERMEABLE GEOTEXTILEFABRIC. SEE NOTE 5.BERMHOLD-DOWN STAKESPLASTICCORRUGATED PIPESTABILIZEOUTLETINLETPERMANENT CAST IN PLACE OUTLETSTRUCTURE (REFER TO STORMWATERCONTROL MEASURE DETAIL)B4.4318.8524" TEMPORARY CMP OUTLET PIPEWITH RIPRAP OUTLET PROTECTIONSLOPE INSTALLATIONNOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TOBACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCHWITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THERECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. OF LIME, FERTILIZER, AND SEED.RECP's WIDTH.ON RECP's TYPE.PROPERLY SECURE THE RECP's.NOTE:EVANSVILLE, IN 4772514649 HIGHWAY 41 NORTHAMERICAN800-772-2040www.nagreen.comGREENNORTH1.3B.REV. 01/05TM12"(30 cm)(15 cm)6"3A.2"-5"4.(5cm-12.5cm)5.(7.5cm)3"2.(15 cm)6"2SIDEBARBAR &/ORSTEEL FABRICREINFORCEMENT3:1BACKRODSREINFORCED CONCRETE FLARED END SECTION 12" THRU 60" PIPEGENERAL NOTES:·END SECTIONS TO BE USED AS SHOWN BY PLANS OR ASDIRECTED BY THE ENGINEER.·CHAMFER ALL EXTERIOR CORNERS 1"·FLARED END SECTIONS ARE NORMALLY USED ON PIPESWITH SKEW ANGLES FROM 75' TO 105'.·FLARED END SECTIONS - END CONFIGURATION·INLET LOCATION - TONGUE·OUTLET LOCATION - GROOVEDIMENSIONS FOR END SECTIONS1 7/8"1 7/8"2"2 1/2"2 3/4"3"3 1/2"4"5 1/2"6"10"1"4"7"3"3'-2"5"6"8'-6"F5"5"FLARED END SECTIONS - REINFORCEMENT(2) #3X4'-0" SIDE RODS(2) #3X4'-0" SIDE RODS(2) #3X4'-0" SIDE RODS(2) #3X6'-0" SIDE RODS(2) #4X6'-0" SIDE RODS(2) #4X8'-0" SIDE RODS(2) #4X8'-0" SIDE RODS(2) #4X6'-0" SIDE RODSQTY. & DIM. OF RODSSTEEL #'S3.03.03.04.58.010.710.710.7FABRIC18" 2X8 - X2.1 X X1.718" 2X8 - X2.1 X X1.718" 2X8 - X2.1 X X1.724" 2X8 - X2.9 X X2.930" 2X8 - X4.0 X X2.942" 2X8 - X4.0 X X2.948" 2X8 - X4.5 X X2.948" 2X8 - X4.5 X X2.9PLANSECTIONEND VIEW2.0'6"F'ATN.T.S.4TREECONSERVATIONAREAZONA DECONSERVACIONDE ARBOL16" X12' SIGN1" BLOCK LETTERSBLACK LETTERS ON WHITEBACKGROUND1/4" BLACK BORDERALL WEATHER MEDIA200' SPACING BETWEEN SIGNSPLACE SIGN ON ALL TREE PROTECTIONFENCING AND WHERE SILT FENCEREPLACES TREE PROTECTION FENCING.TREE CONSERVATION SIGNAGENATURAL GROUNDBACKFILL TRENCHAND COMPACTTHOROUGHLYFILTER FABRICWIRE FENCESTEEL POST24"8" MINUPSLOPENATURAL GROUNDPLASTIC WIRETIES18-24"24"8" DOWN &4" FORWARDALONG THETRENCHFILTERFABRICWIRE FENCESTEEL POST8'MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE4' MININSTALLATION SPECIFICATIONS:1.THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ON FOOT HIGHER THAN THEMIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.2.INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARDAPPLICATIONS.3.INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND ASCLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROMUPSTREAM WATER PRESSURE.4.INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.5.ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THEFABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIESHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENTSAGGING.6.WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH3 TIES.7.NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.8.THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONSBEFORE COMPACTION.9.COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOILIMMEDIATELY NEXT TO THE SILT FENCE WITH THE FRONT WHEEL OF THE TRACTOR, SKIDSTEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THEUPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS.10.TREE PROTECTION SIGNS ARE TO BE PLACED EVERY 50-FT AND FENCE MUST REMAINUNTIL CLOSEOUT OF PROJECT.MAINTENANCE:1.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKEANY REQUIRED REPAIRS IMMEDIATELY.2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, ORBECOME INEFFECTIVE, REPLACE IT IMMEDIATELY.3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGEVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARETO AVOID UNDERMINING THE FENCE DURING CLEANOUT.4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRINGTHE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREAHAS BEEN PROPERLY STABILIZED.TEMPORARY SEDIMENT FENCEN.T.S.N.T.S.TEMPORARY SLOPE DRAIN3B719.57217337355.0103.0C697.56997047062.0101.5SUPPORT ROPETO WIRE TOPREVENT SAGGINGSUPPORT POST24" INTRO BOTTOMOR SIDESTAKE TOSUPPORT WIRECOIR MESH OR SIMILAR, STAPLED ORTRENCHED INTO BOTTOM OR SIDENOTES:1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY, WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH).PROVIDE.4.BAFFLE SHALL BE 700 GRAMS / SQUARE METER COIR EROSION BLANKET.5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THEBERMS6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALLCROSS SECTIONPLAN VIEWSECTION VIEW FENCE AND FABRICBURIED IN TRENCH6"X6" TRENCH,BACKFILLED ANDCOMPACTED2'STEEL POSTMAINTENANCE:INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANYREQUIRED REPAIRS IMMEDIATELY.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLECOLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATESTORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTHSHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THEAREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEENPROPERLY STABILIZED.INLET ZONE25% OFBASIN SURFACEAREA1ST CELL25% OF BASINSURFACE AREA2ND CELL25% OF BASINSURFACE AREABAFFLE DETAILOUTLET ZONE25% OF BASINSURFACE AREA5INLET ZONEC11.030.9530"D3.8315.9918"18"DRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
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LE N G I N E E RF R A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/202C5.3SITE DETAILS
1METAL GUARDRAILN.T.S.NOTES:1.USE W6 STEEL POSTS FOR LINE POSTS2.USE SHORT BREAKAWAY POSTS AT BUFFERED END SECTIONS3.USE BUFFERED END SECTIONS AT GUARDRAIL ENDS4.ALL METALS AND HARDWARE TO BE GALVANIZED5.COMPLY WITH NCDOT STANDARDS FOR GUARDRAIL INSTALLATION UP TO35MPH DESIGN SPEEDDRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B20200636 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]C5.4SITE DETAILS
N.T.S.GRASS DETENTION BASIN 11SEE SEEDING SCHEDULE.SEED & MULCH EMBANKMENTON ALL SLOPES STEEPER THAN 6:1INSTALL SLOPE PROTECTION MATTING31EMERGENCY SPILLWAY3INSTALL SLOPE PROTECTION MATTINGON ALL SLOPES STEEPER THAN 6:1AND FLOOR OF POND110'EMER. SPILLWAY CREST ELEV.: 735.00TOP OF EMBANKMENT ELEV.: 736.00BARREL OUTLET INVERT ELEV.: 718.00EMBANKMENTFOREBAY / MAIN POOLOUTLET STRUCTUREDRY DETENTION BASIN MAINTENANCE SCHEDULECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL SUBSTANTIAL COMPLETIONAT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY.SEDIMENT / DEBRISBY HANDEROSION / ANIMAL NESTINGSDEBRIS / OBSTRUCTIONSINSPECT AND REPAIRDESCRIPTIONBY HANDVISUALMETHODONCE PER YEARALLWHENEVER NEEDEDFREQUENCYALLALLSEASONVISUALALLONCE PER YEARONCE PER YEARREMOVE TRASHBY HANDWHENEVER NEEDEDALLGRASS COVERAGEINSPECT AND RESEEDVISUALALLWHENEVER NEEDEDOUTLET PROTECTIONPER NCDOT STD DWG 310.02FES W/CURTAIN WALL OUTLET INV.SEE GRADING PLAN.313131TOP OF EMBANKMENT ELEV.: 736.00EMER. SPILLWAY CREST ELEV.: 735.001ON ALL SLOPES STEEPER THAN 6:1INSTALL SLOPE PROTECTION MATTING313TOE OF SLOPEEMER. SPILLWAY CREST ELEV.: 735.00OUTLET STRUCTURE NOTES:COMPACTED EARTHPOND CONSTRUCTION SEQUENCE1. INSTALL POND BARREL, OUTLET STRUCTURE, EMBANKMENT AND ALLOTHER POND COMPONENTS.2. CALL FOR SITE INSPECTION PRIOR TO BACKFILLING POND BARREL.3. INSTALL TEMPORARY SKIMMER TO OUTLET STRUCTURE.4. EXCAVATE POND TO TEMPORARY SKIMMER BASIN DIMENSIONS, SEEEROSION CONTROL PLAN.5. INSTALL BAFFLES AND OTHER TEMPORARY SKIMMER BASINCOMPONENTS, SEE TEMPORARY SKIMMER BASIN DETAIL.6. SEE CONSTRUCTION SEQUENCE ON EROSION CONTROL PLAN FORINFORMATION.7. ONCE SITE IS APPROVED, REMOVE TEMPORARY SKIMMER, BAFFLESAND OTHER TEMPORARY COMPONENTS, EXCAVATE SEDIMENT ANDGRADE TO FINAL CONTOURS, SEE GRADING PLAN.8. SEED ALL DISTURBED AREAS.NOTE: CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHICSURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYORCERTIFYING DRY DETENTION POND AREA DIMENSIONS,ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,PIPE SIZES AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALLEXTEND 20 FEET OUTSIDE LIMITS OF POND.COMPACTEDSUBGRADESEE SPECS.COMPACTEDCONTROLLEDFILL SEESPECS.10'10'1.ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE PROVIDED WITHSTEPS 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITHSTANDARD 840.66.2.LOCATE ACCESS OVER STEPS.3.PRECAST CONCRETE SHALL CONFORM TO ASTM C-478.0.4.GROUT SHALL BE NON-SHRINK (ASTM-C1107).5.TRASH RACK SHALL HAVE A LOCKABLE 24"X36" ACCESS HATCHAND ANTI-VORTEX PLATE.OUTLETBARRELRCP PIPEDIA=24"ORIFICEDIA.=6.0"OUTLETBARRELRCP PIPEDIA=24"4'-0"4'-0"5" MIN. WALL (TYP)PLAN VIEWSECTION X-XSECTION Z-ZSECTION Y-YYYXXZZOUTLETBARRELRCP PIPEDIA=18"ORIFICEDIA.=6.0"5" MIN. WALL (TYP)5" MIN. WALL (TYP)5" MIN. WALL (TYP)ELEV.:725.00PRIMARY SPILLWAYELEV.:718.00OUTLET BARRELOUTLET BARRELORIFICERIM ELEV.: 728.504'-0"4'-0"4'-0"5"
6"
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6"5"ADDITIONAL CLASS BCONCRETE IN BOTTOMOF STUCTUREADDITIONAL CLASS BCONCRETE IN BOTTOMOF STUCTUREEMBANKMENTEMBANKMENTSLOPECOMPACTEDSUBGRADESEE SPECS.COMPACTEDSUBGRADESEE SPECS.COMPACTEDSUBGRADESEE SPECS.1-YR STORM ELEV=725.932-YR STORM ELEV=726.4310-YR STORM ELEV=727.95100-YR STORM ELEV=729.00ORIFICE WITH TRASHRACK WITH WELDEDALUMINUM BAR GRATING3" x 3" OPENINGSDIA.=6.0"PEAKED ROOF TRASH RACKMATERIAL: ALUMINUM WITH 25YEAR DESIGN LIFEDAM EMBANKMENT CONSTRUCTION STANDARDS1.CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THESTANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTMD698.2.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITHORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILLPRIOR TO COMPACTION.3.FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOTCONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.4.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENTOF THE NEXT SOIL LIFT.5.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.6.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCHUNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BEAN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.7.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.8.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.9.TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, PLACE A 3-INCH LAYER OF TOPSOIL ON THE DISTURBED EMBANKMENT SURFACE AND SEED AND MULCH ORHYDROSEED THE AREA.TESTING, OBSERVATION, AND CERTIFICATION1.TESTS OF THE DEGREE (%) OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED AS A PART OF THE CONTRACTOR'S NORMAL QUALITY CONTROLPROGRAM FOR THE CONSTRUCTION OF THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL AND THE CONTRACTORSHALL COORDINATE THE CONSTRUCTION OF THE DAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE SPECIFIEDDEGREE OF COMPACTION HAS NOT BEEN OBTAINED; THE PORTIONS OF THE DAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THEDAM SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION.OUTLET BARREL: 193LF 24"RCP (ASTM C-76, CLASS III) GASKETED JOINT PIPE MANUFACTUREREDWITHOUT LIFT HOLES. GASKETED JOINT PIPE SHALL BE WRAPPED WITH A DOUBLE LAYER OFNON-WOVEN FILTER FABRIC ON THE OUTSIDE OF THE PIPE AT EACH JOINT.RESTRICT
IVE
PLANT
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ZONERESTRICTIVE PLANTING ZONE6"6"2'-6"4'-10"3" x 3" OPENINGS(6) 1/2" X 4"STAINLESS STEELBOLTS PER SIDE (TYP).WELDED ALUMINUM BARGRATING 3" x 3" OPENINGSPEAKED ROOF TRASH RACKA:MATERIAL: ALUMINUM WITH 25YEAR DESIGN LIFEPEAKED ROOF TRASH RACKA:MATERIAL: ALUMINUM WITH 25YEAR DESIGN LIFEWELDED ALUMINUM BARGRATING 5" x 5" OPENINGSWELDED ALUMINUM BARGRATING 3" x 3" OPENINGSSTAINLESS STEELBOLTS (TYP).30" x 24" LOCKABLE ACCESSHATCH WITH HINGES6"6"2'-6"1/2" STEEL PLATE(6)1/2" X 4"STAINLESS STEELBOLTS PER SIDE (TYP).TOP OF EMBANKMENT ELEV. WITH 5% SETTLEMENT: 736.00TOP OF EMBANKMENT ELEV.: 736.00TOP OF EMBANKMENT ELEV. WITH 5% SETTLEMENT: 736.00SEDIMENT DEPTHMEASURING STICKBOTTOM OF PONDELEVATION = 725.00CONTRACTOR SHALLPROVIDE STEP INACCORDANCE WITH NCDOTSTD. 840.66. STEPS SHALL BEPLACED AT 16" O.C.ESTABLISH A FULLSTAND OF GRASS INDETENTION PONDELEV.: 716.0018"CONC. ANTI-SEEPCOLLAR (6" WIDE)3 TOTAL WITH ATLEAST 1 DOWNSTREAMOF THE CENTERLINEOF DAM2'
2'
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6"FES VIA EPOXY COATED TIE CURTAIN WALL INTO REBAR AND EPOXY GLUECAST-IN-PLACE CONCRETE IS TO HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS ANDCONFORM TO THE REQUIREMENTS OF ASTM C 94.ELEV.:725.00ELEV.:718.00EROSION AT OUTLETDISCHARGEPOND FLOOR - ELEV = 725.025% SEDIMENT STORAGE1/3 THE EMBANKMENT WIDTH1/3 THE EMBANKMENT WIDTHFLOATING SKIMMERMANUFACTURER: J.W.FAIRCLOTH & SONSOUTLET STRUCTURE SEEDETAIL ON THIS SHEETDRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/202C5.5SITE DETAILS
GRASS DETENTION BASIN 2 (FUTURE WET DETENTION STORMWATER CONTROL MEASURE)NTS14"PVC4-FT8-IN4-FT XY24-IN
8-IN
RIM ELEV: 721.90EMERGENCY SPILLWAY SECTION313110-FTSELECT FILLCOMPACTEDEMERGENCY SPILLWAY CREST ELEV: 726.50 TOP OF EMBANKMENT ELEV: 728.00PERMANENT POOL ELEV: 720.50EMBANKMENTFOREBAY / MAIN POOLOUTLET STRUCTUREWET DETENTION BASIN MAINTENANCE SCHEDULECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL PROJECT CLOSE OUTAT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY.SEDIMENT / DEBRISBY HANDEROSION / ANIMAL NESTINGSDEBRIS / OBSTRUCTIONSINSPECT AND REPAIRDESCRIPTIONBY HANDVISUALMETHODONCE PER YEARALLWHENEVER NEEDEDFREQUENCYALLALLSEASONOPERATE POND DRAIN VALVEBY HANDALLEROSION AT OUTLET DISCHARGEVISUALALLONCE PER YEARONCE PER YEARONCE PER YEARREMOVE TRASHBY HANDWHENEVER NEEDEDALLGRASS COVERAGEINSPECT AND RESEEDVISUALALLWHENEVER NEEDED3131218-IN6" DUCTILE IRON DEWATERING PIPE 6-IN DIP24-IN36-IN12-IN6' WIDE AQUATIC BENCHAROUND ENTIRE POND(SEE SHEETS C4.1 & C6.1)24"MIN24"MIN24" MIN.24" MIN.1.INSTALL POND BARREL, OUTLET STRUCTURE, EMBANKMENT ANDALL OTHER POND COMPONENTS.2.CALL FOR SITE INSPECTION PRIOR TO BACKFILLING POND BARREL.3.INSTALL TEMPORARY SKIMMER TO OUTLET STRUCTURE.4.EXCAVATE POND TO TEMPORARY SKIMMER BASIN DIMENSIONS,SEE EROSION CONTROL PLAN.5.INSTALL BAFFLES AND OTHER TEMPORARY SKIMMER BASINCOMPONENTS, SEE TEMPORARY SKIMMER BASIN DETAIL.6.REFER TO TEMPORARY SEDIMENT SKIMMER BASIN DETAIL FORELEVATION OF SKIMMER CONNECTION.7.SEE CONSTRUCTION SEQUENCE ON EROSION CONTROL PLAN FORINFORMATION.8.ONCE SITE IS APPROVED, REMOVE TEMPORARY SKIMMER,BAFFLES AND OTHER TEMPORARY COMPONENTS9.FILL HOLE IN OUTLET STRUCTURE FROM SKIMMER WITHNON-SHRINK GROUT. PROVIDE PERMANENT WATERTIGHT SEAL.10.EXCAVATE SEDIMENT AND GRADE TO FINAL CONTOURS, SEEGRADING PLAN.11.CONSTRUCT WET POND STORMWATER CONTROL MEASURE ASSHOWN ON THE DRAWINGS.OUTLET STRUCTURE NOTESAS-BUILT SURVEY REQUIREMENTSNOTE:CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHICSURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR CERTIFYINGWET DETENTION POND AREA DIMENSIONS AND ELEVATIONS OF THEFOLLOWING:1.TOPOGRAPHIC SURVEY OF THE WET POND AND EMBANKMENT2.OUTLET STRUCTURE TOPS AND INVERTS3.OUTLET STRUCTURE DIMENSIONS4.ORIFICE DIAMETERS5.BARREL PIPE SIZES AND INVERTS6.EMERGENCY SPILLWAY ELEVATION AND DIMENSIONS.1.CAST-IN-PLACE CONCRETE RISER IS REQUIRED WITHOUTEXCEPTION.2.CLASS "A" (3,000 PSI) CONCRETE TO BE USED.6.ALL MORTOR JOINTS ARE 1/2" ± 1/8".7.GROUT SHALL BE NON-SHRINK (ASTM-C1107)8.ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE PROVIDED WITHSTEPS 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITHSTANDARD 840.66.9.LOCATE MANHOLE OVER STEPS.6" IMPERVIOUS FILLLAYER UNDER ALLWATER SURFACES6-FT WIDE ACCESSPAD TO OUTLETSTRUCTURE 6-INBELOW WEIRPRINCIPAL SPILLWAY(FUTURE PROJECT NIC)PROVIDE 6' X 6' DEPRESSED AREA2-FT BELOW PRINCIPAL SPILLWAYWITHIN AQUATIC BENCH FORADEQUATE DRAINAGE6-FT LENGTHFOREBAY WEIRELEV : 719.50TOP OF WEIRELEV: 720.50AQUATIC BENCH ELEV: 720.00INSIDE EDGE OF AQUATIC BENCH IS6-IN BELOW PERMANENT POOL ELEVAQUATTIC BENCH ELEV: 721.00OUTSIDE EDGE OF AQUATIC BENCH IS6-IN ABOVE PERMANENT POOL ELEVSEED & MULCH EMBANKMENT SEE SEEDING SCHEDULE(INSTALL SLOPE PROTECTION MATTING ON ALL SLOPESSTEEPER THAN 6:1)BARREL INV=708.00FLANGED, NRS, RESILIENT WEDGE GATEVALVE WITH EXTENSION STEM, HAND WHEELAND STEM GUIDES AS MANUFACTURED BYCLOW OR APPROVED EQUAL.CONCRETEPIPE ANCHORTEMPORARY SKIMMER TOBE REMOVED ( SEECONSTRUCTIONSEQUENCE)U-SHAPED STEELBRACKET ATTACHED TOBASE WITH THREADEDROD FILLED WITH GROUTVALVE STEM GUIDE. ATTACHTO RISER WITH THREADEDROD FILLED WITH GROUTPVC PRIMARY SPILLWAYORIFICE DIAMETER: 6-INPERMANENT POOL ELEV: 720.50ANCHOR TRASH RACK(ALL CONTACT POINTS)#4 REBAR 6" O.C. E.W.TRASH RACK (ALLFOUR SIDES OFOUTLET STRUCTURE)CAST IN PLACE RISER ISREQUIRED WITHOUTEXCEPTION613' SUBMERGEDOUTLET BARREL: 125-LF 30" RCP @12.8% SLOPE (ASTM C-76, CLASS III) GASKETED JOINT PIPE MANUFACTURED WITHOUT LIFT HOLES. GASKETEDJOINT PIPE SHALL BE WRAPPED WITH A DOUBLE LAYER OF NON-WOVEN FILTER FABRIC ON THE OUTSIDE OF THE PIPE AT EACH JOINT.FOREBAYEMBANKMENT(FUTURE PROJECT NIC)21INV= 716.006" DUCTILE IRONDRAIN PIPE6-INYXFILL SKIMMERHOLE WITHNON-SHRINKGROUT FORWATERTIGHTSEAL6-IN DUCTILE IRON DRAIN PIPEWITH GATE VALVE AND HANDWHEELBARRELOUTLETEND CAP WITH DRILL OPENINGDIAMETER: 3.5-IN4"PVC TEEANCHORDRAWDOWNPIPE TO WALLANCHORDRAWDOWNPIPE TO WALLWATERTIGHTNON-SHRINKGROUT10-INCONTRACTOR SHALL PROVIDESTEP IN ACCORDANCE WITHNCDOT STD. 840.66. STEPSSHALL BE PLACED AT 16" O.C.INV =708.00INV =715.90125-LF 30-IN RCPCONCRETE FILLTO EXCEEDBUOYANT FORCE2-FT
CONCRETE FILLTO EXCEEDBUOYANT FORCE2-FT INV=715.9PERMANENT POOL ELEV: 720.50INV=720.50CONCRETE PIPE ANCHORENLARGEMENTOUTLET STRUCTURE SECTION X-XOUTLET STRUCTURE SECTION Y-YOUTLET STRUCTUREPLAN VIEWPOND AND EMBANKMENT SECTIONANTI-SEEP COLLARENLARGEMENTPRIMARY SPILLWAYENLARGEMENT4"PVC8-INEXTEND PIPEOUTSIDEEMBANKMENTINV =716.00TOP PERMANENT SEDIMENT STORAGE ELEV: 716.00BOTTOM PERMANENT SEDIMENT STORAGE ELEV: 715.008-IN8-IN
6-FT X 6-FT X 2.5-FT DEEPDEPRESSION UNDER PRINCIPALSPILLWAY FOR ADEQUATEDRAINAGE. TIE BACK TO AQUATICBENCH AT 3:1 SLOPE.HEAVY DUTYVALVE STEMPRIMARYSPILLWAYINV=1201.50END CAP WITH DRILL OPENINGDIAMETER: 3.5-INPERM. POOL ELEV: 1201.50PRIMARYSPILLWAYINV=720.50FILL SKIMMER HOLE WITHNON-SHRINK GROUT.PROVIDE PERMANENTWATERTIGHT SEAL.INV=720.50PRIMARYSPILLWAYSEQUENCE OF CONVERSION FROM SEDIMENT BASIN TO STORMWATERCONTROL MEASUREMID POINT OFAQUATIC BENCHELEV: 716.002.5-FTDEWATERINGPIPE INV=715.90TEMPORARY SKIMMER TO BEREMOVED (SEQUENCE OFCONVERSION FROM SEDIMENTBASIN TO STORMWATERCONTROL MEASURE)8-IN
8-IN
12" NOTCH WITH TRASH RACKIS ON FRONT SIDE ONLYFOREBAY WEIR SECTION3110-FT WEIR WIDTHFORBAY WEIR CREST ELEV: 719.5024-IN THICK CLASS BRIPRAP OVER FILTERFABRIC31AQUATIC BENCH ELEV: 720.50TOP OF PERM. SED. STOR. ELEV: 716.00MAIN POOLFOREBAYBOT. OF PERM. SED. STOR. ELEV: 715.003110-FT WEIR WIDTHSPILLWAY CREST ELEV: 726.5024-IN THICK CLASS BRIPRAP OVER FILTERFABRIC31TOP OF EMBANKMENT ELEV: 728.00CONC. ANTI-SEEP COLLAR (6" WIDE)3 TOTAL UNDER EMBANKMENT WITHONE COLLAR UNDER CENTER OFDAM2-FT
2-FT
30"RCPSELECT FILLCOMPACTEDPROPOSED STORMWATER MANHOLECONCRETEPIPECOLLAR6-IN THICKCONCRETE PIPECOLLAR TOSPRINGLINE8-IN8-INWEIR ELEV: 721.90HEAVY DUTYVALVE STEMWHEELCONCRETEPIPE ANCHORBARRELOUTLET142-LF 24-IN RCPOUTLET STRUCTURESEE DETAIL ONTHIS SHEET6-FT WIDE ACCESSPAD TO OUTLETSTRUCTURE 6-INBELOW WEIR6-IN3131312-FT
2-FT
2-FT
2-FT
8-IN8-INSEASONAL HIGH WATER TABLE BELOW ELEV: 721.00 1-YR STORM ELEV2-YR STORM ELEV722.69723.2110-YR STORM ELEV724.65100-YR STORM ELEV726.04SCHEDULE A PRE-INSTALLATIONCONFERENCE PRIOR TOCONSTRUCTION OF THESTORMWATER CONTROL MEASURERIPRAP PADPEAKED ROOF TRASH RACKA:MATERIAL: ALUMINUM WITH 25YEAR DESIGN LIFEWELDED ALUMINUM BARGRATING 3" x 3" OPENINGSPEAKED ROOF TRASH RACKA:MATERIAL: ALUMINUM WITH 25YEAR DESIGN LIFEWELDED ALUMINUM BARGRATING 3" x 3" OPENINGS18"-24"18"-24"12"DAM EMBANKMENT CONSTRUCTION STANDARDS1.CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THESTANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTMD698.2.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITHORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILLPRIOR TO COMPACTION.3.FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOTCONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.4.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENTOF THE NEXT SOIL LIFT.5.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.6.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCHUNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BEAN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.7.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.8.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.9.TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, PLACE A 3-INCH LAYER OF TOPSOIL ON THE DISTURBED EMBANKMENT SURFACE AND SEED AND MULCH ORHYDROSEED THE AREA.TESTING, OBSERVATION, AND CERTIFICATION1.TESTS OF THE DEGREE (%) OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED AS A PART OF THE CONTRACTOR'S NORMAL QUALITY CONTROLPROGRAM FOR THE CONSTRUCTION OF THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL AND THE CONTRACTORSHALL COORDINATE THE CONSTRUCTION OF THE DAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE SPECIFIEDDEGREE OF COMPACTION HAS NOT BEEN OBTAINED; THE PORTIONS OF THE DAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THEDAM SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION.1/3 THE EMBANKMENT WIDTH1/3 THE EMBANKMENT WIDTHFLOATING SKIMMERMANUFACTURER: J.W.FAIRCLOTH & SONSDRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B202006325 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]NCDEQ COMMENTS11/25/202C5.6SITE DETAILS
692
692XXX
XXXXXXX7056
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57157007007000+000+50694693
C STREAMLROCK SILT SCREENRAW PUMPBASE FLOWSEDIMENT PUMPSPECIAL STILLING BASINWITH ROCK PADACTIVE WORK ZONE250' MAXPUMP ZONEDISCHARGE WITH STABLE OUTLET(NOTE 3) OR ON BEDROCKFLOWDIVERSION PUMPDEWATERINGAS NEEDEDINTAKE HOSESUMP HOLE OR POOLSTREAM FLOWDISCHARGEHOSENOTES:1.WORK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY.2.ROCK SILT SCREENS REQUIRED FOR PUMP AROUND OPERATIONS ARE CONSIDEREDINCIDENTAL TO PUMPING.3.STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL FOR ENERGY DISSIPATIONAND 45° ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT THE WATERDISCHARGES VERTICALLY UP IN THE AIR. THE OUTLET WILL BE APPROVED BY THEDESIGNER PRIOR TO PUMPING.DIRECTION OF FILTEREDWATER FLOWPUMP HOSE8"8"FLOW15' - 20'8" OFCLASS A STONENATURAL GROUNDFILTER FABRICUNDER STONESILT BAGNOTE: PROVIDE STABILIZED OUTLET TO DRAIN TOWARDS STREAM.CONSTRUCTION NOTE:1. SPECIAL STILLING BASIN LOCATION TO BE APPROVED BY THEENGINEER PRIOR TO INSTALLATION.2. PROVIDE STABILIZED OUTLET TO DRAIN TOWARDS STREAM.3. THE SILT BAG SHOULD BE REMOVED TO AN UPLAND AREA ANDDISPOSED OF WITH OTHER WASTE MATERIAL IN AN AREAPROTECTED BY SEDIMENT AND EROSION CONTROL MEASURES.THE CONTENTS OF THE SILT BAG SHOULD BE DISPOSED OF INTHIS AREA AND THE BAG ITSELF TAKEN OFF-SITE FOR DISPOSAL.SPECIAL STILLING BASINMAINTENANCE NOTE:1. THE SILT BAG SHOULD BE REPLACED AND DISPOSED OF WHEN ITIS 75% FULL OR WHEN IT IS IMPRACTICABLE TO MOVE OROTHERWISE NOT FILTERING WATER AT A REASONABLE FLOWRATE.TYPICAL PUMP AROUNDN.T.S.COFFER DAMN.T.S.N.T.S.CULVERT CONSTRUCTION SEQUENCE0SCALE 1"=40'80'40'1.PRIOR TO CLEARING TREES, GRUBBING, ORDISTURBING THE SITE, ENTER THE SITE USING THECAMP BURTON ROAD CONSTRUCTION ENTRANCE,CLEAR A 15' WIDE STRIP OF TREES AND INSTALLDOUBLE ROW OF SILT FENCE AND A REINFORCEDSILT FENCE OUTLET ALONG THE TOP OF WESTERNAND EASTERN STREAM BANKS AS SHOWN.2.CONTACT THE CIVIL ENGINEER FOR AN INSPECTIONOF THE INSTALLED SILT FENCE AND WHENAPPROVED.3.STABILIZE DISTURBED GROUND WITH TEMPORARYSEEDING AND TEMPORARY SLOPE LININGS DAILY.4.INSTALL THE COFFER DAM AND PUMP WATERAROUND THE WORK AREA AS SHOWN ON PLANS.1.APPROACH STREAM FROM CAMP BURTON ROAD AND REPLACE CULVERT BEDDING SOILS WITHSTRUCTURAL FILL AND COMPACT SOIL TO 95%. COORDINATE WITH OWNER'S GEOTECHNICALTESTING AGENCY.2.INSTALL CULVERT IN THE DRY. (DURING INSTALLATION OF THE CULVERT, EXPOSED AREAS NOTBEING WORKED SHOULD BE STABILIZED.)3.FILL OVER PIPE TO ELEVATION 715 AND KEY RIPRAP (SEE SHEET C2.1) PADS INTO STREAM BED,MATCH EXISTING GRADES. KEEP STREAM FLOWING THROUGH PUMP.4.DO NOT DISTURB BEYOND 5LF OF THE RIPRAP PADS (STREAM BED IMPACTS SHALL ONLY BEWITHIN THE LIMITS AUTHORIZED BY THE NATIONWIDE PERMIT).5.SURVEY THE EXISTING NORMAL STREAMBED ELEVATIONS AT THE UPSTREAM AND DOWNSTREAMENDS OF THE PERMANENT CULVERT PIPE. RECORD THESE ELEVATIONS FOR FUTUREREFERENCE.7.INSTALL ROAD AND REMAINING INFRASTRUCTURE.8.INSTALL ADDITIONAL EROSION CONTROL DEVICES AS REQUIRED DURING CONSTRUCTION.9.STABILIZE DISTURBED GROUND WITH TEMPORARY SEEDING AND TEMPORARY SLOPE LININGSDAILY.CONSTRUCTION SEQUENCE STEP 1CONSTRUCTION SEQUENCESTEP 2COFFER DAMSILT FENCE OUTLETDEWATERING PUMPSILT BAG15' WIRE CLEARINGTO INSTALL SILTFENCE (BOTHSIDES)DOUBLE ROW OFWIRE BACK SILTFENCE (ON BOTHSTREAM BANKS)FILL TOEL. XXX &INSTALLRIPRAP22" THICK CLASS BRIP RAP, 14" CLASS2 RIP RAP ON 3:1SLOPES (BOTHSIDES)INSTALLGABIAN INTHE DRYDRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B20200636 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone] SCALE: 1" = 40' SCALE: 1" = 40'C5.7SITE DETAILSNAD 83
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMITIMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUNDSTABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLYWITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THISSHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED AUTHORITY HAVING JURISDICTION.GROUND STABILIZATION SPECIFICATIONSTABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE ONE OF THE TECHNIQUES IN THE TABLE BELOW:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURING CONSTRUCTION, SELECTING FROM THE NC DWR LIST OF APPROVEDPAMS/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 THEMANUFACTURER'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.HAZARDOUS AND TOXIC WASTE1.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.EQUIPMENT AND VEHICLE MAINTENANCE1.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 THESEMATERIALS.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.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 WASTECONTAINERS.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 WASTE1.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 REASONABLYAVAILABLE.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 TOILETS1.INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM STORM DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO ALTERNATIVEREASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL PAD ANDSURROUND 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 LEAKINGPORTABLE TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT.HERBICIDES, PESTICIDES AND RODENTICIDES1.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 FIRSTAID 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.CONCRETE WASHOUTS1.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 IMPERVIOUSBARRIER 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 YOURAPPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE NOT AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTSPROVIDED ON THIS DETAIL.5.DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAYNOT BE PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROMPROJECT.6.LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLYAVAILABLE. 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 BEREQUIRED 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 THISLOCATION.9.REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARYSTRUCTURAL 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 STABILIZEANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.EARTHEN STOCKPILE MANAGEMENT1.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 SOILSFOR TEMPORARY OR PERMANENT CONTROL NEEDS.ABELOW GRADE WASHOUT STRUCTURESECTION A-ANOT TO SCALEABOVE GRADE WASHOUT STRUCTURESECTION B-BBBABELOW GROUND CONCRETE WASHOUT NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHENTHE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MARKEDWITH SIGNAGE NOTING DEVICE.ABOVE GROUND WASHOUT STRUCTURE NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH A MINIMUM 12INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERPLANSECTION E: GROUND STABILIZATIONREQUIRED GROUND STABILIZATION TIMEFRAMESNOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENTGROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARYGROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUNDSTABILIZATION IS ACHIEVED.SITE AREA DESCRIPTIONTIMEFRAME VARIATIONS-7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES ANDHQW ZONES-10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS ZERO SLOPESTABILIZE WITHIN THIS MANYCALENDAR DAYS AFTER CEASINGLAND DISTURBANCE7NONE(A)PERIMETER DIKES, SWALES, DITCHES,AND PERIMETER SLOPES(B)HIGH QUALITY WATER (HQW) ZONES(C)SLOPES STEEPER THAN 3:1IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN2:1, 14 DAYS ARE ALLOWED(D)SLOPES 3:1 TO 4:1(E)AREAS WITH SLOPES FLATTER THAN 4:1-7 DAYS FOR SLOPES > 50' IN LENGTH AND WITH SLOPES STEEPER THAN 4:1-7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES ANDHQW ZONES-10 DAYS FOR FALLS LAKE WATERSHEDCLEARLY MARKEDSIGNAGE NOTINGDEVICE (18"X24"MIN)SILTFENCEPART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSELF-INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSETHE 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 THEINSPECTION. 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 BEPERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD.NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY INSPECTION REQUIREMENT.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC PLAN DOCUMENTATIONTHE 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 THECOVERAGE UNDER THIS PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE KEPT ON SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES DURINGNORMAL BUSINESS HOURS.2. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS HOURS, UNLESS THE DIVISION PROVIDES A SITE-SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL:(a)THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.(b)RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE PERMITTEE SHALL RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES 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.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.OCCURRENCES THAT MUST BE REPORTEDPERMITTEES 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). (C) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION 311 OF THE CLEAN WATER ACT (REF: 40 CFR 110.3 AND 40 CFR 117.3)OR SECTION 102 OF CERCLA (REF: 40 CFR 302.4) OR G.S. 143-215.85.(d)ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES.(e)NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE ENVIRONMENT.2.REPORTING TIMEFRAMES AND OTHER REQUIREMENTSAFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE SHALL CONTACT THE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THETIMEFRAMES AND IN ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE REPORTED TO THEDEPARTMENT'S ENVIRONMENTAL EMERGENCY CENTER PERSONNEL AT [phone].3. DOCUMENTATION TO BE RETAINED FOR THREE YEARS ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE MAINTAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. [40 CFR 122.41]PART II, SECTION G, ITEM (4)DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUTSEDIMENT BASINS AND TRAPS THAT RECEIVE RUNOFF FROM DRAINAGE AREAS OF ONE ACRE OR MORE SHALL USE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN THESE DEVICES NEED TO BE DRAWN DOWN FOR MAINTENANCE OR CLOSE OUT UNLESSTHIS IS INFEASIBLE. THE CIRCUMSTANCES IN WHICH IT IS NOT FEASIBLE TO WITHDRAW WATER FROM THE SURFACE SHALL BE RARE (FOR EXAMPLE, TIMES WITH EXTENDED COLD WEATHER). NON-SURFACE WITHDRAWALS FROM SEDIMENT BASINS SHALL BE ALLOWED ONLY WHENALL OF THE FOLLOWING CRITERIA HAVE BEEN MET:(a)THE E&SC PLAN AUTHORITY HAS BEEN PROVIDED WITH DOCUMENTATION OF THE NON-SURFACE WITHDRAWAL AND THE SPECIFIC TIME PERIODS OR CONDITIONS IN WHICH IT WILL OCCUR. THE NON-SURFACE WITHDRAWALSHALL NOT COMMENCE UNTIL THE E&SC PLAN AUTHORITY HAS APPROVED THESE ITEMS,(b)THE NON-SURFACE WITHDRAWAL HAS BEEN REPORTED AS AN ANTICIPATED BYPASS IN ACCORDANCE WITH PART III, SECTION C, ITEM (2)(C) AND (D) OF THIS PERMIT,(c)DEWATERING DISCHARGES ARE TREATED WITH CONTROLS TO MINIMIZE DISCHARGES OF POLLUTANTS FROM STORMWATER THAT IS REMOVED FROM THE SEDIMENT BASIN. EXAMPLES OF APPROPRIATE CONTROLS INCLUDEPROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, AND FILTRATION SYSTEMS,(d)VEGETATED, UPLAND AREAS OF THE SITES OR A PROPERLY DESIGNED STONE PAD IS USED TO THE EXTENT FEASIBLE AT THE OUTLET OF THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE,(e)VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, AND RIPRAP ARE PROVIDED AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES, AND(f)SEDIMENT REMOVED FROM THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE IS DISPOSED OF IN A MANNER THAT DOES NOT CAUSE DEPOSITION OF SEDIMENT INTO WATERS OF THE UNITED STATES.1:1 SIDESLOPE (TYP)SANDBAGS(TYP.) OR STAPLES10 MILPLASTICLININGNOT TO SCALESANDBAGS (TYP.)OR STAPLESHIGH COHESIVE & LOWFILTRATION SOIL BERM1:1 SIDE SLOPE (TYP)10 MIL PLASTIC LININGTEMPORARY STABILIZATION·TEMPORARY GRASS SEED COVERED WITH STRAW OROTHER MULCHES AND TACKIFIERS·HYDROSEEDING·ROLLED EROSION CONTROL PRODUCTS WITH ORWITHOUT TEMPORARTY GRASS SEED·APPROPRIATELY APPLIED STRAW OR OTHER MULCH·PLASTIC SHEETINGPERMANENT STABILIZATION·PERMANENT GRASS SEED COVERED WITH STRAW OR OTHERMULCHES AND TACKIFIERS·GEOTEXTILE FABRICS SUCH AS PERMANENT SOILREINFORCEMENT MATTING·HYDROSEEDING·SHRUBS OR OTHER PERMANENT PLANTINGS COVERED WITHMULCH·UNIFORM AND EVENLY DISTRIBUTED GROUND COVERSUFFICIENT TO RESTRAIN EROSION·STRUCTURAL METHODS SUCH AS CONCRETE, ASPHALT ORRETAINING WALLS·ROLLED EROSION CONTROL PRODUCTS WITH GRASS SEEDCONCRETEWASHOUTREQUIRED GROUND STABILIZATION TIMEFRAMESINSPECTTIMEFRAME VARIATIONSIF THE STREAM OR WETLAND HAS INCREASED VISIBLE SEDIMENTATION OR A STREAM HAS VISIBLEINCREASED TURBIDITY FROM THE CONSTRUCTION ACTIVITY, THEN A RECORD OF THE FOLLOWINGSHALL BE MADE:1.DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE ACTIONS TAKEN, AND2.RECORDS OF THE REQUIRED REPORTS TO THE APPROPRIATE DIVISION REGIOINAL OFFICE PERPART III, SECTION C, ITEM (2)(A) OF THIS PERMIT.FREQUENCY (DURING NORMALBUSINESS HOURS)DAILYAT LEAST ONCE PER 7CALENDAR DAYSAND WITHIN 24 HOURS OF ARAIN EVENT≥ 1.0 INCH IN 24 HOURSDAILY RAINFALL AMOUNTS.IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR HOLIDAYPERIODS, AND NO INDIVIDUAL-DAY RAINFALL INFORMATION IS AVAILABLE, RECORDTHE CUMULATIVE RAIN MEASUREMENT FOR THOSE UNATTENDED DAYS (AND THISWILL DETERMINE IF A SITE INSPECTION IS NEEDED). DAYS ON WHICH NO RAINFALLOCCURRED SHALL BE RECORDED AS "ZERO." THE PERMITTEE MAY USE ANOTHERRAIN-MONITERING DEVICE APPROVED BY THE DIVISION.1.IDENTIFICATION OF THE MEASURES INSPECTED,2.DATE AND TIME OF THE INSPECTION,3.NAME OF THE PERSON PERFORMING THE INSPECTION4.INDICATION OF WEATHER THE MEASURES WERE OPERATING PROPERLY5.DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE6.DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN.(1)RAIN GAUGEMAINTAINED INGOOD WORKINGORDER(2)E&SC MEASURES(3)STORMWATER DISCHARGEOUTFALLS (SDOS)(4)PERIMETER OF SITE(5)STREAMS OR WETLANDSON SITE OR OFFSITE(WHERE ACCESSIBLE)IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE LIMITS, THEN A RECORD OF THE FOLLOWINGSHALL BE MADE:1.ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT THE SITE LIMITS2.DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN, AND3.AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL FUTURE RELEASES.(6)GROUND STABILIZATIONMEASURESAFTER EACH PHASE OFGRADINGAT LEAST ONCE PER 7CALENDAR DAYS AND WITHIN24 HOURS OF A RAIN EVENT ≥1.0 INCH IN 24 HOURSAT LEAST ONCE PER 7CALENDAR DAYSAND WITHIN 24 HOURS OF ARAIN EVENT≥ 1.0 INCH IN 24 HOURSAT LEAST ONCE PER 7 CALENDARDAYSAND WITHIN 24 HOURS OF ARAIN EVENT≥ 1.0 INCH IN 24 HOURS1.IDENTIFICATION OF THE MEASURES INSPECTED,2.DATE AND TIME OF THE INSPECTION,3.NAME OF THE PERSON PERFORMING THE INSPECTION4.EVIDENCE OF INDICATORS OF STORMWATER POLLUTION SUCH AS OIL SHEEN,FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION.5.INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE6.DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN.1.THE PHASE OF GRADING (INSTALLATION OF PERIMETER E&SC MEASURES, CLEARINGAND GRUBBING, INSTALLATION OF STORM DRAINAGE FACILITIES, COMPLETION OF ALLLAND-DISTURBING ACTIVITY, CONSTRUCTION OR REDEVELOPMENT, PERMANENTGROUND COVER).2.DOCUMENTATION THAT THE REQUIRED GROUND STABILIZATION MEASURES HAVEBEEN PROVIDED WITHIN THE REQUIRED TIMEFRAME OR AN ASSURANCE THAT THEYWILL BE PROVIDED AS SOON AS POSSIBLE(A)EACH E&SC MEASURE HAS BEENINSTALLED AND DOES NOTSIGNIFICANTLY DEVIATE FROM THELOCATIONS, DIMENSIONS, ANDRELATIVE ELEVATIONS SHOWN ON THEAPPROVED E&SC PLAN.(B)A PHASE OF GRADING HAS BEENCOMPLETED(C)GROUND COVER IS LOCATED ANDINSTALLED IN ACCORDANCE WITHTHE APPROVED E&SC PLAN.(D)THE MAINTENANCE AND REPAIRREQUIREMENTS FOR ALL E&SCMEASURES HAVE BEENPERFORMED(E)CORRECTIVE ACTIONS HAVEBEEN TAKEN TO E&SCMEASURESINITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE APPROVED E&SC PLAN OR COMPLETE,DATE AND SIGN AN INSPECTION REPORT THAT LISTS EACH E&SC MEASURE SHOWN ON THE APPROVEDE&SC PLAN. THIS DOCUMENTATION IS REQUIRED UPON THE INITIAL INSTALLATION OF THE E&SCMEASURES OR IF THE E&SC MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION.INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN INSPECTIONREPORT TO INDICATE COMPLETION OF THE CONSTRUCTION PHASEINITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN ANINSPECTION REPORT TO INDICATE COMPLIANCE WITH APPROVED GROUND COVER SPECIFICATIONSCOMPLETE, DATE AND SIGN AN INSPECTION REPORTINITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN ANINSPECTION REPORT TO INDICATE THE COMPLETION OF THE CORRECTIVE ACTION(A)VISIBLE SEDIMENTDEPOSITION IN A STREAMOR WETLAND(B)OIL SPILLS AND RELEASE OFHAZARDOUS SUBSTANCES PERITEM 1 (B)-(C) ABOVE(C)ANTICIPATED BYPASSES [40CFR 122.41(M)(3)](D)UNANTICIPATED BYPASSES [40CFR 122.41(M)(3)](E)NONCOMPLIANCE WITH THECONDITIONS OF THIS PERMITTHAT MAY ENDANGER HEALTH ORTHE ENVIRONMENT [40 CFR122.41 (I)(7)]·WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION·WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE SEDIMENT AND ACTIONSTAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. DIVISION STAFF MAY WAIVE THE REQUIREMENT FORA 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, THEPERMITTEE MAY BE REQUIRED TO PERFORM ADDITIONAL MONITERING, INSPECTIONS, OR APPLY MORESTRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL REQUIREMENTS ARE NEEDED TO ASSURECOMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED-WATERS CONDITIONS·WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE NOTIFICATION SHALL INCLUDEINFORMATION ABOUT THE DATE, TIME, NATURE, VOLUME, AND LOCATION OF THE SPILL OR RELEASE·A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS, IF POSSIBLE. THE REPORT SHALL INCLUDE ANEVALUATION OF THE ANTICIPATED QUALITY AND EFFECT OF THE BYPASS·WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION·WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN EVALUATION OF THE QUALITY AND EFFECT OFTHE BYPASS·WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION·WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE NONCOMPLIANCE, AND ITSCAUSES; THE PERIOD OF NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES, AND IF THENONCOMPLIANCE HAS NOT BEEN CORRECTED, THE ANTICIPATED TIME NONCOMPLIANCE IS EXPECTED TOCONTINUE; AND STEPS TAKEN OR PLANNED TO REDUCE, ELIMINATE, AND PREVENT REOCCURRENCE OF THENONCOMPLIANCE. [40 CFR 122.41(I)(6).·DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE BY CASE BASISNCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19OCCURRENCE REPORTING TIMEFRAMES (AFTER DISCOVERY) AND OTHER REQUIREMENTSOCCURRENCEDOCUMENTATION REQUIREMENTS771414NONE2-FT MIN. &3' MAXSIGNAGE FOR EITHER WASHOUT STRUCTURE6"8"2-FT MIN. &3' MAX2-FTHIGH COHESIVE & LOWFILTRATION SOIL BERMSANDBAGS (TYP.)OR STAPLES10-FT MIN10-FT MINPLANHIGH COHESIVE & LOWFILTRATION SOIL BERMSANDBAGS (TYP.)OR STAPLES10-FT MIN10-FT MINDRAWN BY:CHECKED BY:T 919 781 8582F 919 781 39794600 Lake Boone TrailSuite 205Raleigh, [e-mail] drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
Smith Sinnett Architecture, P.A. 2020
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 30" X 42" SHEETSCO #: 16-14393-02B20200636 NOV 2020JLFSNORTH CAROLINA NATIONAL GUARD
McLEANSVILLE REGIONAL READINESS CENTER EARLY SITE PACKAGE
4250 CAMP BURTON RD, McLEANSVILLE, NC 27301
FOR REVIEW ONLY
NOT FOR CONSTRUCTIONN O R T H C A R O L
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LE N G I N E E RF R
A N C I S S L I N S K Y, I I INC LICENSE NUMBER C-1652
Timmons Group
Attn: Frank Slinsky, PE
5210 Trinity Road; Suite 102
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]C5.8SITE DETAILS

Pre-Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
September 1, 2020 Ver 3.2
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right-click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf
County (or Countie s) where the proje ct is locate d:*
Is this a NCDM S Proje ct *
Is this project a public transportation project?*
1a. Type (s) of approv al sought from the Corps:*
1b. What type (s) of pe rmit(s) do you wish to se e k authorization?*
This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that
are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form.
1c. Has the NWP or GP numbe r be e n v e rifie d by the Corps?*
Nationwide Pe rmit (NWP) Numbe r:
NWP Numbe rs (for multiple NWPS):
1d. Type (s) of approv al sought from the DWR:*
1e . Is this notification sole ly for the re cord be cause writte n approv al is not re quire d?
*
For the re cord only for DWR 401 Ce rtification:
For the re cord only for Corps Pe rmit:
1f. Is this an afte r-the -fact pe rmit application?*
1g. Is payme nt into a mitigation bank or in-lie u fe e program propose d for mitigation of impacts?
Acce ptance Le tte r Attachme nt
A. Processing Information
Guilford
Yes No
Click Yes, only if NCDMS is the applicant or co-applicant.
Yes No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
Yes No
39 - Commercial/Institutional Developments
List all NW numbers you are applying for not on the drop dow n list.
check all that apply
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Non-404 Jurisdictional General Permit Riparian Buffer Authorization
Individual Permit
Yes No
Yes No
Yes No
If so, attach the acceptance letter from mitigation bank or in-lieu fee program.
Yes No
1h. Is the proje ct locate d in any of NC's twe nty coastal countie s?*
1j. Is the proje ct locate d in a de signate d trout wate rshe d?*
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
1a. Who is the Primary Contact?*
1b. Primary Contact Email:*
1c. Primary Contact Phone :*
1d. Who is applying for the pe rmit?*
1e . Is the re an Age nt/Consultant for this proje ct?*
2. Owner Information
4. Agent/Consultant (if applicable)
Click the upload button or drag and drop files here to attach document
RES CF02 - SOA Cloud & Banner - McLeansville Readiness Center.pdf 144.45KB
NCNG McLeansville Readiness Center - Buffer SOA 11-12-2020.pdf 191.51KB
FILE TYPE MUST BE PDF
Yes No
Yes No
B. Applicant Information
Lauren Norris-Heflin
[e-mail]
(xxx)xxx-xxxx
[phone]
Owner Applicant (other than owner)
(Check all that apply)
Yes No
2a. Name (s) on re corde d de e d:*
2b. De e d book and page no.:
2c. Re sponsible party:
2d. Addre ss *
2e . Te le phone Numbe r:*
2f. Fax Numbe r:
2g. Email Addre ss:*
CFMO North Carolina National Guard
(for Corporations)
Rodney D. Newton, LTC
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27607
Country
USA
Street Address
1636 Gold Star Drive
Address Line 2
Suite 2600 (CFMO)
(xxx)xxx-xxxx
[phone]
(xxx)xxx-xxxx
[e-mail]
4a. Name :*
4b. Business Name :
4c. Addre ss *
Lauren Norris-Heflin
(if applicable)
Timmons Group
1a. Name of proje ct:*
1b. Subdivision name :
1c. Ne are st municipality / town:*
2a. Prope rty Identification Numbe r:2b. Prope rty size :
2c. Proje ct Addre ss
2d. Site coordinate s in de cimal de gre e s
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey-grade GPS device) after the decimal place as appropriate, based on how the location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude :*Longitude :*
3. Surface Waters
3a. Name of the ne are st body of wate r to propose d proje ct:*
3b. Wate r Re source s Classification of ne are st re ce iv ing wate r:*
Surface Water Lookup
3c. What riv e r basin(s) is your proje ct locate d in?*
3d. Ple ase prov ide the 12-digit HUC in which the proje ct is locate d.*
River Basin Lookup
4d. Te le phone Numbe r:*
4e . Fax Numbe r:
4f. Email Addre ss:*
Age nt Authorization Le tter *
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27607
Country
USA
Street Address
5410 Trinity Road
Address Line 2
Suite 102
[phone]
(xxx)xxx-xxxx (xxx)xxx-xxxx
[e-mail]
Please provide the Agent Authorization Letter if you are submitting this document.
Signed AA.pdf 119.48KB
FILE TYPE MUST BE PDF
C. Project I nformation and Prior Project History
1. Project Information
NCNG McLeansville Readiness Center
(if appropriate)
McLeansville
2. Project Identification
(tax PIN or parcel ID)
7896305965
(in acres)
111.9
City
McLeansville
State / Province / Region
NC
Postal / Zip Code
27301
Country
USA
Street Address
4250 Camp Burton Road
Address Line 2
36.110004
ex: 34.208504
-79.696942
-77.796371
North Buffalo Creek
WS-V;NSW
Cape Fear
030300020105
4. Project Description and History
4a. De scribe the e xisting conditions on the site and the ge ne ral land use in the v icinity of the proje ct at the time of this application:*
4b. Hav e Corps pe rmits or DWR ce rtifications be e n obtained for this project (including all prior phase s) in the past?*
4d. Attach an 8 1/2 X 11 e xce rpt from the most re ce nt v e rsion of the USGS topographic map indicating the location of the proje ct site . (for DWR)
4e . Attach an 8 1/2 X 11 e xce rpt from the most re ce nt v e rsion of the publishe d County NRCS Soil Surv e y map de picting the proje ct site . (for DWR)
4f. List the total e stimate d acre age of all e xisting we tlands on the prope rty:
4g. List the total e stimate d line ar fe e t of all e xisting stre ams on the prope rty:
4h. Explain the purpose of the propose d proje ct:*
4i. De scribe the ov e rall proje ct in de tail, including indirect impacts and the type of e quipme nt to be use d:*
4j. Ple ase upload proje ct drawings for the propose d proje ct.
5. Jurisdictional Determinations
5a. Hav e the we tlands or streams be e n de line ate d on the prope rty or propose d impact are as?*
Comme nts:
5b. If the Corps made a jurisdictional de te rmination, what type of de te rmination was made ?*
Corps AID Numbe r:
5c. If 5a is ye s, who de line ate d the jurisdictional are as?
Name (if known):
Age ncy/Consultant Company:
Othe r:
5d. List the date s of the Corp jurisdiction de te rmination or State de te rmination if a de te rmination was made by the Corps or DWR.
5d1. Jurisdictional de te rmination upload
The Site contains mostly forested areas with a few sections of early successional growth. There are two perennial and four intermittent stream features and multiple wetland features
found within the Site. In addition, there is a maintained transmission right-of-way within the southern section of the Site. Approximately 90% of the Site is comprised of forested areas,
while 10% contains early successional growth and existing structures. The Site is bound by Camp Burton Road to the north and to the south by residential development and a forested
area. To the east, the Site is bound by cow pasture and forested area and to the west, by Greensboro Urban Loop.
Yes No Unknown
Click the upload button or drag and drop files here to attach document
Figure 1 - VIC - USGS.pdf 554.65KB
File type must be pdf
Click the upload button or drag and drop files here to attach document
Figure 5 - NRCS.pdf 715.72KB
File type must be pdf
4.99
(intermittent and perennial)
2,566
The purpose of this project is to construct a Readiness Center for the North Carolina National Guard in McLeansville, NC.
Additional impacts to waters of the U.S. are not proposed. The proposed project is the final and complete phase of the project with appropriate land use control measures in place for
specific areas which require them. Traditional equipment will be used consisting of front-end loaders, bulldozers, paving equipment, graders, and earth movers.
Click the upload button or drag and drop files here to attach document
McLeansville Impact Maps.pdf 3.21MB
File type must be pdf
Yes No Unknown
Field delineations were completed on January 15-18 and March 28, 2019.
Preliminary Approved Not Verified Unknown N/A
Example: SAW-2017-99999
SAW-2019-00996
Morgan Gilbert, Lauren Norris-Heflin and Chris Inscore
Timmons Group
David Bailey and Sue Homewood met with Timmons Group for a field confirmation on 06/06/2019. An Approved Jurisdictional Determination and a Preliminary Jurisdictional
Determination were issued on 01/21/2020. The AJD expires on 01/20/2025. DWR issued the Buffer Determination approval on 07/18/2019 and it expires on 07/18/2024.
Timmons Group initiated consultation with DWR to confirm wetlands T and Y are Basin wetlands through a memo dated October 9, 2020. This was confirmed by DWR on October 28,
2020. This documentation is attached below.
Under the updated Waters of the U.S. Definitions, wetlands T and Y constitute (b)(1) non-adjacent wetlands. As such, in conjunction with this application we are requesting an additional
AJD approval verifying wetlands T and Y are 404 non-jurisdictional. Since the AJD request includes a Word Document and Excel Spreadsheet (ORM), this information was emailed to
Dave Bailey of the USACE on October 29, 2020.
6. Future Project Plans
6a. Is this a phased project?*
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? This
includes other separate and distant crossing for linear projects that require Department of the Army authorization but don’t require pre-construction notification.
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be used in the table below to represent the word "wetland".
2a. Site #*(?)2a1 Reason *(?)2b. Impact type *(?)2c. Type of W.*2d. W. name *2e. Forested *2f. Type of
Jurisdicition *(?)
2g. Impact
area *
2g. Total Temporary Wetland Impact
2g. Total Permanent Wetland Impact
2g. Total Wetland Impact
2h. Comments:
Click the upload button or drag and drop files here to attach document
UPDATED 2019-02-11 JD_Package_.pdf 33.61MB
07.18.19_NCNG McLeansville Readiness Center Stream Determination Letter.pdf 534.49KB
02.05.20_NCNG McLeansville_2019-00996 AJD_PJD Tearsheet.pdf 4.16MB
2020.10.09_Basin Memo_NCNG McLeansville.pdf 237.98KB
2020.10.28_DWR Basin Wetland Confirmation.pdf 138.92KB
Figure 6 - WTDM - Additional AJD Req.pdf 3.22MB
File type must be PDF
Yes No
This permit application is anticipated to cover the full project, including any potential phases.
D. Proposed Impacts Inventory
Wetlands Streams-tributaries Buffers
Open Waters Pond Construction
C Road Crossing P Bottomland Hardwood Forest C Yes Both 0.004
(acres)
S Grading P Headwater Forest S Yes Both 0.013
(acres)
S Indirect Loss of
Function
P Headwater Forest S Yes Both 0.282
(acres)
T Grading P Small-Basin Wetland T Yes DWR 0.157
(acres)
P Grading P Headwater Forest P Yes Both 0.048
(acres)
Y Grading P Small-Basin Wetland Y Yes DWR 0.195
(acres)
O Grading P Headwater Forest O Yes Both 0.012
(acres)
O Indirect Loss of
Function
P Headwater Forest O Yes Both 0.099
(acres)
X Grading P Small-Basin Wetland X Yes DWR 0.037
(acres)
0.000
0.847
0.847
In order to provide access to there project site, 0.004-acres of permanent impact to wetland C will be required.
Additionally, due to site grading requirements, 0.465-acres of wetland impact are required. Of those impacts, only 0.076-acres are 401/404
jurisdictional features. The remaining 0.389-acres of permanent wetland impact are associated with b(1) non-adjacent basin wetlands, which are
not 404-jurisdictional. These impacts are proposed to be authorized under DWR's General Certification IWGP10000, which permits up to 0.5-acres
of isolated basin wetland impact within the Piedmont Region.
Additionally, although no direct impacts are proposed, it is anticipated that the proposed project may result in indirect loss of function for down-slope
portions of wetlands O and S, totaling 0.381-acres.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Reason for impact *(?)3b.Impact type *3c. Type of impact *3d. S. name *3e . Stre am Type *
(?)
3f. Type of
Jurisdiction *
3g. S. width *3h. Impact
le ngth *
S1
S2
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square fe e t:
3i. Total pe rmane nt stre am impacts:
3i. Total te mporary stre am impacts:
3i. Total stre am and ditch impacts:
3j. Comme nts:
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts below.
6a. Proje ct is in which prote ct basin(s)?*
6b. Impact Type *(?)6c. Pe r or Te mp *(?)6d. Stre am name *6e . Buffer mitigation re quire d?*6f. Zone 1 impact *6g. Zone 2 impact *
6h. Total buffer impacts:
Zone 1 Zone 2
Total Te mporary impacts:
Zone 1 Zone 2
Total Pe rmane nt impacts:
Zone 1 Zone 2
Total combine d buffe r impacts:
6i. Comme nts:
Supporting Docume ntation - i.e . Impact M aps, Plan She e t, e tc.
Road Crossing Permanent Culvert A Perennial Both 19
Average (feet)
136
(linear feet)
Road Crossing Permanent Rip Rap Fill A Perennial Both 19
Average (feet)
63
(linear feet)
0
199
0
199
136-ft of permanent stream impact is required for the installation of a culvert as part of a road crossing for site access. The culvert will be partially
buried and include baffles to enhance aquatic life passage.
63-ft of permanent, no loss impact associated with riprap to be keyed into the stream bed and plunge pool are required to protect the stream and road
crossing from potential erosion.
The stream crossing was required due to limitations associated with slope and length requirement. Large military trucks which will utilize the site
require slopes less than 5%. Other potential access points had slopes greatly exceeding this and due to shallow rock (~5-ft below exiting grade) could
not be reduced. Further, the nature of the site as a National Guard Facility required a longer access road to allow for setbacks off the controlled entry
point with guard house.
Check all that apply.
Neuse Tar-Pamlico
Catawba Randleman
Goose Creek Jordan Lake
Other
Road Crossing P A Yes 15,166
(square feet)
11,285
(square feet)
Grading P D No 0
(square feet)
684
(square feet)
0.00 0.00
15,166.00 11,969.00
15,166.00 11,969.00
The proposed road crossing is required for site access. Additional Zone 2 buffer impacts are required for site grading.
1. Avoidance and Minimization
1a. Spe cifically de scribe me asure s take n to av oid or minimize the propose d impacts in de signing the proje ct:*
1b. Spe cifically de scribe me asure s take n to av oid or minimize the propose d impacts through construction te chnique s:*
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Doe s the proje ct re quire Compe nsatory M itigation for impacts to Wate rs of the U.S. or Wate rs of the State ?
2c. If ye s, mitigation is re quire d by (che ck all that apply):
2d. If ye s, which mitigation option(s) will be use d for this proje ct?
3. Complete if Using a Mitigation Bank
3a. Name of M itigation Bank:
3b. Cre dits Purchase d/Requeste d (attach re ce ipt and le tte r)
Type :Quantity:
Attach Re ce ipt and/or le tter
3c. Comme nts
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the proje ct re sult in an impact within a prote cte d riparian buffe r that re quire s buffe r mitigation? If ye s, you must fill out this e ntire form - ple ase contact DWR for more
information.
Click the upload button or drag and drop files here to attach document
McLeansville Impact Maps.pdf 3.21MB
File must be PDF
E. Impact Justification and Mitigation
Impacts to jurisdictional features have been avoided and minimized to the maximum extent practicable by incorporating resourceful site planning,
including the utilization of the wetland delineation to adjust the layout to avoid and minimize impacts during the design phase of the project.
An Advance Planning study for this project was completed and many options were explored, but since there is shallow rock on this site, only one
alternative if plausible. The other potential alternatives make this site cost prohibitive due to rock removal. Wetland and stream impacts were
minimized as well through use of the on-site delineation and Pre-Application Consultation with the USACE and DWR, which resulted in plan
adjustments to further minimize and justify impacts. The proposed impacts are required in order for the project’s goals to be realized.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation as described in accordance with
the requirements of the North Carolina Department of Environment and Natural Resources: Erosion Control Planning and Design Manual (May 2013)
and local codes. All work will take place during dry conditions and can be facilitated from high, non-jurisdictional, stable ground. The contractor shall
install silt fence, inlet protection, sediment traps, diversion ditches, temporary coffer dams, tree protection, clearing only as necessary to install
devices. All erosion and sediment control measures will be checked for stability and operation following every runoff producing rainfall, but in no case
less than once every week. Any needed repairs will be made immediately to maintain all measures designed. An erosion control inspections report is
required and will be kept by the owner’s representative.
Temporary seeding and permanent seeding plans are included to restore impacted areas. The project will meet all relative requirements of Best
Management Practices and Engineered Stormwater Control Structures as outlined through State and Local Stormwater Rules. Measures will be taken
to prevent oil, tar, trash, debris and other pollutants from entering the adjacent jurisdictional features. Any excess excavated materials not utilized as
back fill will be placed and contained within upland areas and permanently stabilized to prevent erosion into adjacent jurisdictional features. Therefore,
stockpiling of excavated material within jurisdictional waters of the U.S. will be strictly prohibited as part of the construction of this project. All project
construction activities initiated within jurisdictional waters of the U.S. will be carried to completion in an expeditious manner to minimize the period of
disturbance within the jurisdictional features.
Yes No
DWR Corps
Mitigation bank Payment to in-lieu fee
program
Permittee Responsible
Mitigation
RES Cape Fear 02 Umbrella Mitigation Bank, and Wildlands Cane Creek Umbrella Mitigation Bank
Riparian wetland 0.533
Riparian buffer 62,425.5
Click the upload button or drag and drop files here to attach document
RES CF02 - SOA Cloud & Banner - McLeansville Readiness Center.pdf 144.45KB
NCNG McLeansville Readiness Center - Buffer SOA 11-12-2020.pdf 191.51KB
FILE TYPE MUST BE PDF
Due to potential indirect loss of function impacts, wetland mitigation was required at a 2:1 ratio for 0.076-acres of permanent wetland impact and at a
1:1 ratio for 0.381-acres of indirect potential loss of function.
Road crossing buffer impacts total greater than 1/3-acre, therefore, buffer mitigation at a 3:1 ratio for Zone 1 and 1.5:1 ratio for Zone 2 was required.
Yes No
6b. If ye s, the n ide ntify the square fe e t of impact to e ach zone of the riparian buffe r that re quire s mitigation calculate the amount of mitigation require d in the table be low.
6c. Re ason for impact 6d. Total impact
(square fe e t)
M ultiplie r 6e . Re quire d mitigation
(square fe e t)
Zone 1
Zone 2
6f. Total buffe r mitigation re quire d
6g. If buffe r mitigation is re quire d, is payme nt to a mitigation bank or NC Div ision of M itigation Se rv ice s propose d?
6h. Attach the acce ptance le tte r from the mitigation bank or NC Div ision of M itigation Se rv ice s.
6j. Comme nts:
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
1a. Doe s the proje ct include or is it adjace nt to prote cte d riparian buffers ide ntifie d within one of the NC Riparian Buffe r Prote ction Rule s?
1b. All buffer impacts and high ground impacts re quire diffuse flow or othe r form of stormwate r treatme nt. If the proje ct is subje ct to a state imple me nte d riparian buffe r prote ction
program, include a plan that fully docume nts how diffuse flow will be maintaine d.
All Stormwate r Control M e asure s (SCM )s must be de signe d in accordance with the NC Stormwate r De sign M anual. Associate d supple me nt forms and othe r docume ntation shall be
prov ide d.
What type of SCM are you prov iding?
For a list of options to meet the diffuse flow requirements, click here.
Diffuse Flow Docume ntation
2. Stormw ater Management Plan
2a. Is this a NCDOT proje ct subje ct to compliance with NCDOT’s Indiv idual NPDES pe rmit NCS000250?*
2b. Doe s this proje ct me e t the re quire me nts for low de nsity proje cts as de fine d in 15A NCAC 02H .1003(2)?*
To look up low density requirement click here 15A NCAC 02H .1003(2).
2c. Doe s this proje ct hav e a stormwate r manage me nt plan (SM P) re v ie we d and approv e d unde r a state stormwate r program or state-approv e d local gov e rnme nt stormwate r
program?*
2d. Which of the following stormwate r manage me nt program(s) apply (che ck all that apply):*
Local Gov e rnme nt Stormwate r Programs *
Road Crossing 15,166 3 45,498
Road Crossing 11,285 1.5 16,928
62426
Yes No
NCNG McLeansville Readiness Center - Buffer SOA 11-12-2020.pdf 191.51KB
(PDF only)
Road crossing buffer impacts total greater than 1/3-acre, therefore, buffer mitigation at a 3:1 ratio for Zone 1 and 1.5:1 ratio for Zone 2 was required.
Buffer credits will be obtained from Wildlands Holdings, LLC, and is anticipated to come from their Cane Creek Umbrella Mitigation Bank.
F. Stormwater M anagement and Diffuse Flow Plan (required by DWR)
Yes No
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
(check all that apply)
Click the upload button or drag and drop files here to attach document
McLeansville Impact Maps.pdf 3.21MB
McLeansville RCC.pdf 38.93MB
File type must be PDF
Yes No
Yes No
Yes No
N/A - project disturbs < 1 acre
Hint: projects that have vested rights, exemptions, or grandfathering from state or locally implemented stormw ater programs or projects that satisfy state or locally-implemented stormw ater programs through use of community in-lieu programs should answ er no
to this question.
Local Government State
If you have a local government approval please include the SMP on their overall impact map.
Ple ase ide ntify which local gov e rnme nt stormwate r program you are using.*
Comme nts:
1. Environmental Documentation
1a. Doe s the proje ct inv olv e an e xpe nditure of public (fe de ral/state /local) funds or the use of public (fe de ral/state ) land?*
1b. If you answe re d “ye s” to the abov e , doe s the proje ct re quire pre paration of an e nv ironme ntal docume nt pursuant to the re quireme nts of the National or State (North Carolina)
Env ironme ntal Policy Act (NEPA/SEPA)?*
Comme nts:*
2. Violations (DWR Requirement)
2a. Is the site in v iolation of DWR Wate r Quality Ce rtification Rule s (15A NCAC 2H .0500), Isolate d We tland Rule s (15A NCAC 2H .1300), or DWR Surface Wate r or We tland Standards or
Riparian Buffe r Rule s (15A NCAC 2B .0200)?*
3. Cumulative Impacts (DWR Requirement)
3a. Will this proje ct (base d on past and re asonably anticipate d future impacts) re sult in additional de v e lopme nt, which could impact ne arby downstre am wate r quality?*
3b. If you answe re d “no,” prov ide a short narrativ e de scription.
4. Sewage Disposal (DWR Requirement)
4a. Is se wage disposal re quire d by DWR for this proje ct?*
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this proje ct occur in or ne ar an are a with fe de rally prote cte d spe cie s or habitat?*
5b. Hav e you che cke d with the USFWS conce rning Endange re d Spe cie s Act impacts?*
5d. Is anothe r Fe de ral age ncy inv olv e d?*
5e . Is this a DOT proje ct locate d within Div ision's 1-8?*
5f. Will you cut any tre e s in orde r to conduct the work in wate rs of the U.S.?*
5g. Doe s this proje ct inv olv e bridge mainte nance or re mov al?*
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
5h. Doe s this proje ct inv olv e the construction/installation of a wind turbine (s)?**
5i. Doe s this proje ct inv olv e (1) blasting, and/or (2) othe r pe rcussiv e activitie s that will be conducte d by machine s, such as jackhamme rs, me chanize d pile driv e rs, e tc.?*
5j. What data source s did you use to de te rmine whe the r your site would impact Endange re d Spe cie s or De signate d Critical Habitat?*
Phase II NSW
USMP Water Supply
Guilford County
G. Supplementary Information
Yes No
Yes No
This project is on North Carolina National Guard land and will involve state funding. However, the project does not meet the requirements for
completion of a SEPA.
Yes No
Yes No
The proposed project is single and complete and is not anticipated to result in additional impacts. This application accounts for the full site
development.
Yes No N/A
Yes No
Yes No
Yes No Unknown
Yes No
Yes No
Yes No
Yes No
Yes No
Consultation Docume ntation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this proje ct occur in or ne ar an are a de signate d as an Esse ntial Fish Habitat?*
6b. What data source s did you use to de te rmine whe the r your site would impact an Esse ntial Fish Habitat?*
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
7a. Will this proje ct occur in or ne ar an are a that the state , fe de ral or tribal gov e rnme nts hav e de signate d as hav ing historic or cultural pre se rv ation status (e .g., National Historic
Trust de signation or prope rtie s significant in North Carolina history and archae ology)?*
7b. What data source s did you use to de te rmine whe the r your site would impact historic or arche ological re source s?*
7c. Historic or Pre historic Information Upload
8. Flood Zone Designation (Corps Requirement)
Link to the FEM A Floodplain M aps: https://msc.fema.gov/portal/search
8a. Will this proje ct occur in a FEM A-designate d 100-ye ar floodplain?*
8c. What source (s) did you use to make the floodplain de te rmination?*
Comme nts
M isce llane ous attachme nts not pre v iously re que ste d.
*
The USFWS IPaC noted two species with the potential to occur in the vicinity of the project area, Schweinitz's sunflower and small whorled pogonia.
There are no critical habitats identified in the project area. NCNHP did not note any species occurrences within a 1-mile radius of the project area.
Schweinitz's sunflower prefers areas of full to partial sun, with poor soils. It is normally found along roadsides. The project site primarily consists of
mixed hardwood-pine forests, with approximately 10% of a transmission right-of-way that is comprised of early succession growth. Suitable habitat may
occur along Camp Burton Road and in the transmission right-of-way, but the majority of the site is not suitable, including within the proposed limits of
disturbance associated with this permit. It is the opinion of Timmons that the proposed project will have no effect on Schweinitz's sunflower.
Small whorled pogonia prefers older hardwood stands of beech, birch, maple, oak, and hickory that have an open understory. It prefers acidic soils
with a thick layer of dead leaves, often on slopes near small streams. The site contains hardwood stands, however the majority of the soils are only
slightly acidic with an estimated pH level of 6. No occurrences of small whorled pogonia were noted during site inspections or noted on the NCNHP
report. Further, proposed impacts in the vicinity of streams are minimal, with the majority of riparian buffer area to be undisturbed. Therefore, it is the
opinion of Timmons that the proposed project "may affect, but is not likely to adversely affect" small whorled pogonia.
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2020.09.21_NCNHP.pdf 1.03MB
2020.09.21_USFWS IPaC Report.pdf 935.08KB
File type must be PDF
Yes No
NOAA Essential Fish Habitat Mapper
Yes No
The State Historic Preservation Office Historic Properties Map was reviewed to determine if the site has the potential to impact historic resources. No
sites listed on or eligible for listing on the National Register of Historic Places were identified on or within the immediate vicinity of the site. All were
identified as Surveyed Only (SO), of which all were listed as ineligible, except for five.
The surveyed sites with no determination consisted of houses, the closest of which is the Donnell House (GF1866) located approximately 0.12-miles
northeast of the site. The proposed project is not anticipated to have an adverse impact on historic resources.
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NCSHPO Map.pdf 325.67KB
NCSHPO Table.pdf 205.7KB
File must be PDF
Yes No
According to the FEMA FIRM panel #3710789600J (effective June 18, 2007), the Site is located within Zone X, areas of minimal flood hazard located
outside of the FEMA designated 100-year floodplain.
M iscellaneous
The DWR Pre-Filing Meeting Request was submitted on September 23, 2020. Sue Homewood of DWR and Dave Bailey of the USACE were provided preliminary plans and consulted
with prior to application to ensure application completeness. The Pre-filing Request form is attached.
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2020.10.09_Basin Memo_NCNG McLeansville.pdf 237.98KB
2020.10.23_DWR Pre-Filing Meeting Request Form.pdf 53.41KB
File must be PDF or KMZ
Signature
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 :*
Signature *
Date
By checking the box and signing below, I certify that:
Lauren A Norris-Heflin
11/12/2020