SW3200302_2019-07-26 - Belshire Full Set - Signed_4/6/2020

OIL
WAXHAW, NORTH CAROLINA, 28173
DATE: APR I L 911 2019
REVISED: JULY 24, 2019
VICINITY MAP
N.T.S.
SHEET INDEX
C-1 PROJECT NOTES
C-2 EXISTING CONDITIONS - OVERALL
C-3 EXISTING CONDITIONS - NORTH
C-4 EXISTING CONDITIONS - WEST
C-5 EXISTING CONDITIONS - EAST
C-6 SITE PLAN - OVERALL
C-7 SITE PLAN - NORTH
C-8 SITE PLAN - WEST
C-9 SITE PLAN - EAST
C-10 GRADING AND STORM DRAINAGE PLAN - OVERALL
C-11 GRADING AND STORM DRAINAGE PLAN - NORTH
C-12 GRADING AND STORM DRAINAGE PLAN - !NEST
C-13 GRADING AND STORM DRAINAGE PLAN - EAST
C-14 STORM DRAINAGE NOTES
EC-1 EROSION AND SEDIMENT CONTROL PLAN - STAGE I - OVERALL
EC-2 EROSION AND SEDIMENT CONTROL PLAN - STAGE I - NORTH
EC-3 EROSION AND SEDIMENT CONTROL PLAN - STAGE I - WEST
EC-4 EROSION AND SEDIMENT CONTROL PLAN - STAGE I - EAST
EC-5 EROSION AND SEDIMENT CONTROL PLAN - STAGE II - OVERALL
EC-6 EROSION AND SEDIMENT CONTROL PLAN - STAGE II - NORTH
EC-7 EROSION AND SEDIMENT CONTROL PLAN - STAGE II - WEST
EC-8 EROSION AND SEDIMENT CONTROL PLAN - STAGE II - EAST
EC-9 EROSION AND SEDIMENT CONTROL PLAN - STAGE lI - DAM BREACH
EC-10 EROSION AND SEDIMENT CONTROL DETAILS
EC-11 EROSION AND SEDIMENT CONTROL DETAILS
EC-12 EROSION AND SEDIMENT CONTROL DETAILS
P-1 PLAN AND PROFILE - BELSHIRE COURT STA. 10+00THRU STA. 18+00
P-2 PLAN AND PROFILE - BELSHIRE COURT STA. 18+00THRU STA. 22+00
P-3 PLAN AND PROFILE - OAKTON STREET STA. 10+00 THRU STA. 16+00
P-4 PLAN AND PROFILE - OAKTON STREET STA. 16+00 THRU STA. 21+64
P-5 PLAN AND PROFILE - HAYWORTH DRIVE STA. 10+OOTHRU STA. 14+32
P-6 PLAN AND PROFILE - MANSFIELD PLACE STA, 10+00 THRU STA. 12+61
P-7 PLAN AND PROFILE - MATTINGLY DRIVE STA. 10+00 THRU STA. 14+33
P-8 PLAN AND PROFILE - WEDLON CIRCLE STA. 10+00THRU STA. 16+75
SW -Al STORMWATER CONTROL MEASURE `A' - PLAN VIEW
SW-A2 STORMWATER CONTROL MEASURE `A' - DETAILS
SW-A3 STORMWATER CONTROL MEASURE 'A' - DETAILS
SW-A4 STORMWATER CONTROL MEASURE `A' - DETAILS
SW-131 STORMWATER CONTROL MEASURE `B' - PLAN VIEW
SW-B2 STORMWATER CONTROL MEASURE V - DETAILS
SW-B3 STORMWATER CONTROL MEASURE `B' - DETAILS
SWWB4 STORMWATER CONTROL MEASURE `B' - DETAILS
PD-1 POND RETROFIT - PLAN VIEW
PD-2 POND RETROFIT - DETAILS
PD-3 POND RETROFIT - DETAILS
LS-1 LANDSCAPE PLAN - OVERALL
LS-2 LANDSCAPE PLAN - NORTH
LS-3 LANDSCAPE PLAN - WEST
LS-4 LANDSCAPE PLAN - EAST
D-1 SITE DETAILS
D-2 SITE DETAILS
D-3 SITE DETAILS
D-4 SITE DETAILS
D-5 STORM DRAINAGE DETAILS
D-6 UTILITY DETAILS
RZ-1 APPROVED REZONING - SITE PLAN
RZ-3 APPROVED REZONING - ELEVATIONS
1-1 TREE SURVEY
1-1 BOU N DARY SU RVEY
1-2 BOU N DARY SU RVEY
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CONTACT
MARC VAN DINE
[e-mail]
PHONE: [phone]
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
PHONE: [phone]
PROJECT DIRECTORY
DEVELOPER
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
P HO N E: 704. 776. 1079
°j SEAL vr':
036289 F-
'r R. VAN ..�`
REVISIONS
NO. DATE
1 07. 24, 2019 IST ROUND OF COMMENTS
CONSTRUCTION
DRAWINGS FOR:
BELSHIRE OF WAXHAW
4401 HELMS ROAD
WAXHAW, NC, 28173
PROJECT NUMBER: COU-15000
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

GENERAL NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY
PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2, THERE MAY BE WETLANDS WITHIN THIS SITE. IT IS THE OWNER'S RESPONSIBILITY FOR WETLANDS JURISDICTION AND PERMIT
DISTURBANCE PRIOR TO ANY GRADING ACTIVITY.
DEMOLITION NOTES:
1, IN ACCORDANCE WITH 40 CFR, PART 61, SUBPART M, A THOROUGH INSPECTION SHALL BE CONDUCTED FOR ASBESTOS-CONTAIMNO
MATERIALS, PRIOR TO CONDUCTING A RENOVATION 0R DEMOLITION ACTIVITY OF AN EXISTING STRUCTURE. THE ASBESTOS
INSPECTION MUST BE CONDUCTED BY A NORTH CAROLINA ACCREDITED ASBESTOS INSPECTOR, ALL REGULATED AND/OR FRIABLE
ASBESTOS -CONTAINING MATERIALS IDENTIFIED DURING THE SURVEY, WHICH WILL BE DISTURBED, MUST BE PROPERLY REMOVE BY
ACCREDITED INDIVIDUALS BEFORE BEGINNING THE RENOVATION 0R DEMOLITION ACTIVITY. IF REGULATED AND/OR FRIABLE
ASBESTOS CONTAINING MATERIALS TO BE REMOVED EXCEED 160 SQUARE FEET, 260 LINEAR FEET OR 35 CUBIC FEET, A PERMIT SHALL
BE APPLIED FOR THROUGH THE NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES.
2. ALL MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT PERMITTED SITE IN ACCORDANCE
WITH ALL LOCAL, STATE AND FEDERAL LAWS.
RETAINING WALL NOTES
1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE OF THE RETAINING
WALL AT THE TOP OF THE WALL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING RETAINING WALLS ARE NOT LOCATED IN ANY
STREAM BUFFERS, AND THEIR CONSTRUCTION DOES NOT ENCROACH INTO ANY ADJACENT PROPERTIES DUE TO ANY BATTER
INCORPORATED IN THE DESIGN OF THE WALLS.
2. RETAINING WALLS AR TO BE DESIGN -BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
❑BTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR
THE CONSTRUCTION OF THE RETAINING WALLS.
3. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW MATERIAL OR PROCESSED FILL, UNLESS THE
CONTRACTOR CAN PROVIDE TO THE OWNER WITH CONFIRMATION FROM THE GEOTECHNICAL ENGINEER AND THE RETAINING
WALL DESIGNER, THAT READILY AVAILABLE ON -SITE 501LS CAN BE USED,
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS 10ENTIFY FINISHED GRADE ELEVATIONS ONLY. THE
EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE FOOTING 0R ABOVE GRADE TO THE TOP OF THE
CAP BLOCK COURSE SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION DRAWINGS.
S. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE (DESIGN BY OTHERS).
6, All RETAINING WALLS EXCEEDING 5' iN HEIGHT MUST BE DESIGNED AND SEALED BY A NC LICENSED GEOTECHNICAL ENGINEER.
(DESIGN BY OTHERS)
7. ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT AGREEMENT.
ENCROACHMENT AGREEMENTS FOR RETAINING WALLS SHALL BE APPROVED PRIOR TO CON5TRUCTION DRAWING APPROVAL.
8, ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC RIGHT-OF-WAY.
9. STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF FLOWING TO AND OVER A
RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND BROUGHT TO THE ATTENTION OF THE WALL DESIGN ER PRIOR
TO THEIR DESIGN.
STORM DRAINAGE NOTES:
1. ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED CONCRETE (RCP) (MINIMUM CLASS 111) UNLESS NOTED
OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER THE
AMERICAN CONCRETE PIPE ASSOCIATION GUIDELINES.
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST TOWN OF WAXHAW STANDARDS.
3, ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
4. ALL PIPE IN STORM GRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
5. ALL PIPE J01NTS SHALL BE MAOE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR
TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
6, THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE
STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATI0N5.
7. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION
MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL
MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE 1N A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROLLING.
8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND
REPLACED WITH SUITABLE MATERIAL.
9. BACKFILLiNG OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID, THE FILL AROUND THE PIPE SHALL BE
THOROUGHLY COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH'rHE STANDARD PROCTOR TEST. THE
TOP EIGHT (8) INCHES 5HALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR.
10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
11, IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE
WITHIN THE KNOCK-0UT PORTION OF THE BOX AND NOT AT THE CORNERS WHERE THE STRUCTURAL INTEGRITY MAY 8E
COMPROMISED.
12, ALL STRUCTURES MUST BE PRECAST, OR ALL PENETRATIONS SHALT. BE IN THE SIDE FACE OF THE STRUCTURES.
EROSION CONTROL NOTES (TOWN OF WAXHAW):
1. A5 REQUIRED BY THE NPDES GENERAL PERMIT NCGO10000, ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER 5LOP ES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY 0R PERMANENT STABILIZATION WITH
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
500N AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND
STABILIZATION TIMEFRAM E EXEMPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMIT NCG010000 UNDER SECTION 2.B.
GROUND STABILIZATION.
2, A PRECONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING EROSION CONTROL MEASURE INSTALLATION.
3. NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH 15 REQUIRED TO INSTALL EROSION CONTROL MEASURES, MAY COMMENCE
PRIOR TO APPROVAL BY THE SEDIMENTATION AND EROSION CONTROL INSPECTOR.
4, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC SITE CONDITIONS.
S. CONTACT THE TOWN OF WAXHAW 5EDIMENTATiON AND EROSION CONTROL INSPECTOR, AT 704-843-2195, FOR A PRE -
CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
6. NO CLEARING OR GRADING CAN COMMENCE UNTIL THE EROSION AND SEDIMENT CONTROL INSPECTION HAS BEEN PERFORMED
AND PASSED.
7, IMMEDIATELY REMOVE ALLTEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER SITE 15 FULLY STABILIZED AND
APPROVAL HAS BEEN OBTAINED FROM THE TOWN OF WAXHAW SEDIMENTATION AND ER051ON CONTROL INSPECTOR.
8, ALL EROSION CONTROL ❑ESIGN5 5HALL BE IN ACCORDANCE WITH THE TOWN OF WAXHAW ENGINEERING, STANDARDS AND
PROCEDURES MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, LATEST
EDITION.
9. FOR PHASED EROSION CONTROL PLANS, THE CON TRACTOR SHALL MEET WITH THE SEDIMENTATION AND EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL MEASURES.
10. SITE GRADING 15 TO BE COVERED UNDER THE GENERAL STORMWATER PERMIT NCG010000. ANY LAND DISTURBING ACTIVITY> 1
ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A
VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ.
11. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS.
12, THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO PREPARED THE EROSION CONTROL PLAN IS
SOLELY RESPONSIBLE FOR IDENTIFICATION AND LOCATION OF ALL ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT
STREAMS AND BUFFERS SHOWN ON THE PLANS.
13. THE TOWN OF WAXHAW 15 NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS,
WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN OF WAXHAW, THROUGH THE APPROVAL OF THIS
DOCUMENT, AS5UME5 N0 RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF TH15 DOCUMENT.
14. SILT SACKS WILL BE INSTALLED UPON INSTALLATION OF INLETS AND BASINS.
15, THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY > ONE ACRE IS
REQUIRED TO SELF -INSPECT THE PROJECT. A SELF INSPECTION, AS WELL AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF
THE PROJECT, 15 REQUIRED. SELF -INSPECTION REPORTS ARE TO BE KEPT ON 5ITE AT ALL TIMES.
16. MATERIAL BROUGHT ON51TE OR HAULED OFFSITE MUST COME FROM OR GO TO AN APPROVED SITE.
CONSTRUCTION SEQUENCE - STAGE I
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE TOWN OF WAXHAW, DRIVEWAY PERMIT FROM
NCDOT AND OTHER APPLICABLE PERMITS ,KEEP HARD -COPIES POSTED ON -SITE.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE ER0510N CONTROL INSPECTOR OF THE TOWN OF
WAXHAW TO DISCUSS EROSION CONTROL MEASURES.
3. UPON APPROVAL FROM NCDOT INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AND ASSOCIATED MEASURES
PER CONSTRUCTION DRAWINGS AND NCDOT STANDARDS.
4. INSTALL STAGE-1 PERIMETER MEASURES INCLUDING, BUT NOT LIMITED TO, SILT FENCE, TREE PROTECTION FENCE, SILT
FENCE OUTLETS CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
S. CLEAR AREA REQUIRED TO INSTALL ALL SEDIMENT BASINS.
6. INSTALL THE PROPOSED SEDIMENT BASINS AND THEIR RESPECTIVE FEATURES INCLUDING SKIMMERS, R15ERS, OUTFALL
PIPES, POROUS BAFFLES, AND SLOPE MATTING.
7. INSTALL THE TEMPORARY PIPE SLOPE DRAINS. PROVIDE THE RIP -RAP APRONS AS SHOWN.
8. INSTALL THE TEMPORARY DIVERSIONS SHOWN ON THESE PLANS AND PROVIDE THE NECESSARY CHECK DAMS AS
SHOWN.
9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES.
10. ALL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED IMMEDIATELY, STABILIZATION
STANDARDS SHOULD BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL AND THE U.S. DEPT, OF AGRICULTURE.
12. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT. THE
CONTRACTOR MAY PROCEED WITH THE NEXT STAGE.
CONSTRUCTION SEQUENCE - STAGE 11
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES. INSPECT MEASURES ONCE PER WEEK AND AFTER EACH RAINFALL.
2. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH MASS GRADING.
2. INSTALL ANY REMAINING SILT FENCE, DIVERSION DITCHES, AND OTHER MEASURES AS SHOWN ONSTAGE 2 PLANS,
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
3. BEGIN MASS GRADING ACTIVITIES. LIMIT CLEARING AND GRUBBING OF 51TE TO AREAS THAT WILL BE MASS GRADED.
WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN I PLACE TO PREVENT EROSION OF THE SITE,
4. BEGIN CONSTRUCTION OF STREETS, STORM DRAINAGE AND UTILITIES AS CONSTRUCTION ALLOWS, UTILITIES TO BE
COMPLETED AND INSPECTED.
S. INSTALL INLET PROTECTION, AND OTHER MEASURES, AS SHOWN AS THE PROPOSED STORM SEWER SYSTEM 15
INSTALLED, WHEN APPLICABLE THE CONTRACTOR SHOULD MINIMIZE THE ❑[STURBANCE ALLOWED AT ONE TIME TO THE
GREATEST EXTENT PRACTICAL.
6. MAINTAIN AND ADAJs'r E&SC MEASURES A5 MASS GRADING PROGRESSES TO MAINTAIN PROPER E&SC CONTROL. THE
CONTRACTOR 5HALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE.
3. HOUSE CONSTRUCTION SHALL COMMENCE, CONTRACTOR TO INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES
FOR THE INDIVIDUAL LOT CONSTRUCTION.
4. ANALIZE GRADING ACTIVITIES.
5, ALL AREA THAT WILL GO UN WORKED FOR 14 DAYS 0R MORE MUST BE STABILIZED IMMEDIATELY. STAB I LIZATI 0 N
STANDARDS SHOULD BE MAINTAINED THROUGHOUTTHE CONSTRUCTION PROCESS.
6. MAINTAIN AND ADJUST E&SC MEA5URE5 AS GRADING ACTIVITIES CONTINUE TO MAINTAIN PROPER E&SC CONTROL.THE
CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
7, STABILIZE SITE AS AREA ARE BROUGHT TO FINAL GRADE.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, AND THE TOWN OF WAXHAW LAND
DEVELOPMENT STANDARDS MANUAL.
9, UPON APPROVAL FROM INSPECTOR SE-1 AND SB-3 ARE TO 8E CONVERTED TO THE PERMANENT STORM WATER
CONTROL MEASURES.
10. 5B-2 15 TO REMAIN IN PLACE AS LONG A5 POSSIBLE DURING CONSTRUCTION UNTIL THE SURROUNDING AREA IS BE
BROUGHTTO FINAL GRADE AND THE PERMANENT STORMSEWER INSTALLED AND SURROUNDING AREA STABILIZED. THE
CONTRACTOR SHALL THEN CONTACT THE INSPECTOR TO DETERMINE IF THE BASIN CAN BE REMOVED. UPON APPROVAL,
THE CONTRACTOR 5HALL REMOVE THESE MEASURES AND BRING THE AREA TO FINAL GRADE AND IMMEDIATELY
STABILIZED.
11. WHEN VEGETATION IS ESTABLISHED, CALL FOR SITE INSPECTION. IF THE SITE IS APPROVED THE CONTRACTOR MAY
REMOVE THE IN -PLACE E&SC MEASURES THAT ARE NOT REQUIRED FOR FUTURE CONSTRUCTION PHASES.
MCIADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
■
S AL
036289
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VAN p•t`
�i14FIR41100" 0 JIG,
REVISIONS
NO. DATE
1 47.24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
"If BEWL �illai ill�7
FILENAME
COU15000-NI
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
04. 17. 2019
SHEET
PROJECT NOTES
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION I
C�7

N.T.S.
LEGEND
G
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ADJACEF: i PROPERT`( LI!�!E
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CABLE 8UX
— — — —
RIGH-1--OF-WAY LINE
F!B.R OPT;C VAULT -•
- . - . ..---' --.-
AC,:ESS EASE:'V1ENT
AREA TABLE
TOT L AREA EXCLUSIVE 0 OV RLAPS
A F £
NET AREA EXCLkJSIV£ OF R WAND
P
OVERLA 5
7 RACT 1
7
1 29 214 5 FT. 29.78 AC.
Q
TRACT 1
1 236 914 5 FT. 28,40 AC.
Q
TRACT 2
80,394 SQ. FT., 1.85 AC.
TRACT 2
80,394 SQ, FT., 1.85 AC.
TOTAL
1,377,608 SQ. FT., 31.63 AC
TOTAL
1,317,308 SQ. FT., 30.25 AC.
LINE TABLE
LINE
BEARING
DISTANCE
L1
s 47°21 ao
£
Y "
27.s4
L2
S 53'2610
E
.59.48
L3
S 57'15'19'
E
41.64'
L4
S 60°53'14"
£
48.37'
L5
4.4 , 4 „
5 6 0 9
£
54.22
L6
5 67'24 52
E
9.84
L7
S 59.39 44'
E
52.29
L8
S 71`18'47'
E
48.25'
�. 9
72`32'2 "
s a
£
4 7 '
8. 6
L 10
S 7 3°41'41"
E
4 3.98
L11
4,r
S 74°301
£
1 6.84
L12
S 08'02 20
E
22.68
L13
S 08'32 29
E
16.11'
L14
S 83' 3 11
a
W
33, 01
L15
S 83° 3'11 "
a
W
5, 9 '
z
L1 6
N 8 '59'4 "
2 9
£
29.47
L17
1
N 3 58 1
W
46.92
1
L 8
41
N 74 4 O
W
21.92
L19
N 74'4410
W
7.19'
L20
S 79'53'37
E
za .12'
L 1
z
S 7 'S 7"
e 3 3
£
o. ��
L22
S 79'53'37"
E
6.25
L23
N 08'14 50
W
2,85'
L24
N 08'14 50
W
79.30
L25
f
N 30'08 48
E
2 6.75
V \-N
1 4`�
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FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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The Jahn R. McAdams Company, Inc.
3430 Toringdon Way
SU ite 110
Charlotte, NC 282.77
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
REVISIONS
N0, DATE .
1 07.24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU•-15000
FILENAME
COU15000-OAXC
CHECKED BY
MVD
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SCALE
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DATE
04. 17. 2019
SHEET
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REVISIONS
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PLAN INFORMATION
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McA "AMS
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The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax 919. 361, 2269
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
REVISIONS
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McA "AMS
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The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax 919. 361, 2269
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
REVISIONS
NO. DATE
1 07.24.2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-IS000
FILENAME
COU 15000-XCI
CHECKED BY
MVD
DRAWN BY
AJ B
SCALE
11(=40'
DATE
04. 17. 2019
SHEET
�-
G
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
I
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SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
qL) POWER POLE
ACCESSIBLE RAMPS
TYPE (D TYPE Q TYPE Q
VICINITY MAP
N.T.S.
SITE DATA
DEVELOPER/APPLICANT BROADSTREET HOMES
OWNER: 1312 CAMP CREEK ROAD
LANCASTER, SC 29720
PHONE: [phone]
BRIANIAG N EMMA@YAH OO.COM
DEVELOPER/APPLICANT MCADAMS COMPANY (MARC VAN DINE)
OWNER: 3430 TORING DON WAY, SUITE 110
CHARLOTTE, NC 28277
704-527-0800
VAN DI [e-mail]
TAX ID NUMBERS:
05138011, 05138010
SITE ACERAGE:
31.63 ACRES
ZONING:
CD-4-R-PRD
CONDITIONAL DISTRICT REZONING REQUEST PETITION:
CD-006955-2018
MAJOR SUBDIVISION PETITION:
SUB-006956-2018
CURRENT USE:
VACANT
PROPOSED USE:
SINGLE-FAMILY DETACHED & ATTACHED
SINGLE-FAMILY DETACHED LOTS:
62
SINGLE-FAMILY ATTACHED LOTS: 43
TOTAL LOTS:
105
DENSITY:
3.88 UNITS/ACRE
MAX BUILDING HEIGHT:
38'
MAXIMUM LOT SIZE PROPOSED:
18,038 SF
SINGLE-FAMILY DETACHED (WITH PERIMETER BUFFER):
MIN. LOT AREA: 6,630 SF
MIN. LOT WIDTH:
50,
MIN. FY SETBACK:
20'
MIN. SY SETBACK:
Y INTERNAL AND 10' CORNER LOT
MIN. RY SETBACK:
40' EXTERIOR AND 30' INTERIOR
SINGLE-FAMILY ATTACHED:
MIN. LOT AREA:
3,190 SF
MIN. LOT WIDTH:
±29'
MIN. FY SETBACK:
10,
MIN. SY SETBACK:
V INTERNAL AND VAT END UNITS
MIN. RY SETBACK
20'
TOTAL ROAD RIGHT-OF-WAY AREA:
5.21 ACRES
TOTAL AREA OF LOTS:
13.72 ACRES
TREE -SAVE AREA REQUIRED:
3.7 ACRES
TREE -SAVE AREA PROVIDED:
3.88 ACRES
COMMON OPEN SPACE AREA REQUIRED:
4.79 ACRES
COMMON OPEN SPACE AREA PROVIDED:
5.38 ACRES
Know what's below.
Call before you dig.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN OF
WAXHAW ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
COMMON OPEN SPACE
' BILLY JOE BIGHAM\
PARCEL: 051-380-09
' DB 1767. PG 607
PAULA BUIE HAMILTON ' A
PARCEL: 051-381-18
TREE -SAVE AREA PB C, PG 103 ' rt
r X
BEL-SHIRE COURT
` (ST WIDE PUBLIC R/W)
PAULA BUIE HAMILTON / �/ o4Q f
PARCEL: 053 381-17
\PB C, PG 103 , rr l�//• /!�4 1--.
` PROPERTY // /. �t
\ LINE (TYP-)
\ PAULA BUIE HAMILTON
` PARCEL: 051-381-16
PB C, PG 103
PAULA BUIE HAMILTON
PARCEL: 051-381-15
PB C, PG 103 t ! 1
PAULA BUIE HAMILTON
\PARCEL: 051-381-14 �� 'y
PB �\ Q C. PG 103 �d r r /// / / 44w/ ` ♦ .; ':"_ `. -
` / 4/
51)
PAULA BUIE HAMILTON \ ` �` t / / f C ^:^ ",:•!
\ PARCEL.• 051-381-13 ¢�� t �/ L/ f•� 10.. - ! .
PB C, PG 103
l J � /r ♦ { .i:t. F
01
PAULA BUIE HAMILTON it � ` � � // Y� _ _ • � ,; ;.3. �' . �
`PARCEL: 051--381-121.2•
/. �;':=.
PB C, PC 103
f r ♦ ~ /
PAULA BUIE HAMILTON PROPERTY
PARCEL; 051 381 11 \ LINE (TYP.)
PB C OF
PG 103
MANSFIELD PLACE
{53' WiDE PUBLIC R/W}
rho
pQjL t� ` PAULA BUIE HAMILTON"\
PARCEL: 051-381-10
APB C. PG 103
X\ V.. 7
3.5 . .....
PAULA BUIE HAMILTON\
IO / //� / f�.
PARCEL: 051-381-08�f� ! ! �t -r; 34 EXISTING
PS 13. PG 2-99A
33
1 1
-Sc � 30
o • 21 28 ,
QF.
GARY A AND DIANA M , n .26 s
SUMMERFIELE]r l ��
I PARCEL: 051 380- 10A 1,
DB 4673, PG 008 := 23
l S t� t -x
TIME WARNER CABLE :.
l 24. .
SOUTHEAST LLC I 1 : ;- .
1 PARCEL: 051-380-10B _
DB `5862. PG 115
ERNEST W & PAMALA Vx'- 25'.•,..: ,<.
8 JORDAN .r�...x._ _..._;s
PARCEL: 051-381-09 �BELSHIRE COURT
OB 430, PG 319 (5T W I DE PUBLIC R/W ) "
GARY A AND DIANA M �Y
SUMMERFIELD
DB 6588, PG 0214
CONTRACTOR SHALL NOTIFY "NC811F1 (811) OR (1-869-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF `INC81'I".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
STEVEN BELL
PARCEL: 051-380-36
DB 6808, PG 071
1114 L.
- - T— 30' TREE PRESERVATION
J� 1
I �1rG�D "OlinI
` !a'
JOYCE BLYTHE PARCEL:
051-380-34
DB 6770. PG 628 ,
t I
1
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PROPERTY:
LINE (TYP.)
1
HEIRS OF MARY
CATHERINE BLYTHE
z
a
PARCEL: 051-380-12 `
` DEATH CERTIFICATE
j
:`:.
D127, PG 954
•
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DB 211, PG 251
- - -
ce
la
`
D8 185' PG 690
iw
�
MICHAEL 0 HOLLIDAY
_
T_.
PARCEL: 051 38a 13
DB 1132, PG 864
5:1
I�I
I
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JAMES R GODFREY & j
WIFE M DIANE B 1
PARCEL• 051-380-12A
❑B 794, PG 56 ,
AKTON STREET
{S3` WIDE PUBLIC RjW) 1
_711
l
I____— PROPER•fY LINE (TYP.)
HAYWORTH DRIVE
(53' W€DE PUBLIC R/W)
31
�;r
ROCCO FEMIA
•_�:;�-�.•�
='
r
•
PARCEL: 051-380-16
DB 6884, PG 25.3 I
32 -;
y�^sue
� --
-
DB 360, PG 731
`
EDLON CIRCLE Wf
f �',Q•;'
f i
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100' WIDE RIG}IT OF WAY PER SEABOARD AIR LINE
RAILWAY CO. RIGHT OK WAY AND TRACK. MAP RIGHT OF
WAY GRANTED PER DB 19, PG 712- PER DO 20. PG
719 (UNION CUUNIY REGISTER OF DEEDS)
EXISTING TRAIN
'TRACKS (TYP,)
��--- STING
WAXHIAW HWY
(N.0 HWY 75)
(60' WIDE RIGHT OF WAY DB 6924, PG 554)
SHEET KEY
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
MCADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
wwW.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
SEAL r
036 289
REVISIONS
NO, DATE
1 07. 24.2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-OAS1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
111=100,
DATE
04. 17. 2019
SHEET
r
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION 1

SHEET KEY
NM
Know what's below.
CcIl I before you dig.
SITE LEGEND KEYNOTE SIGN LEGEND
v SIGNAGE STREET NAME SIGN '•� 4
O {PER TWLDS 702.1)
YARD LIGHTS
2 30 x30" STOP SIGN
\�. r STEVEN BELL
EXISTING OVERHEAD h s 1 \ r PARCEL: 051--380-36
LIGHT POLE *NOTE: STREET SIGNS INSTALLED BILLY JOE BIGHAM UTILITIES (TYP,) Cj7 �'�� ` \ i',���5 DB 6808, PG 071
PER TWLDS 704.1 76 PARCEL: Q5109
� POWER POLE DS PG 607
EXISTING I/�3� 1 chT
TELEPHpNE �, � � `l,� 1 ��0,�,
ACCESSIBLE RAMPS �l PEDESTAL TYP.} r
( r I E Z-1EISFRN AND GAFTF
PAULA BUIE HAMILTOIV x:: 'Y^':: • _.':: ;.; '::; :;: ;<, _:...
F I f
PARCEL. 051
PB C �;
PG 103 /% 4 7, _.�...-.:,:.. .;.. ,,..-.... ....:.,.:..,,- F..,- , . � 9 B � •' .;,:.:'...:,....`:...� .,- I `i ` ! _, I
. � / � .r �. . - � . . - r--, � �� ///J /r?��x�� .T. ��` ., r�`�� :� � _: ,_;,, ,,�;,.��F°:<;�;;::�. .�-.. I. ,... _ . 1� I f� -� i1 7� �I �• If r __._�W. i
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SEE SHEET C-S SEE SHEET C-S
ALL CONSTRUCTION SHALL BE IN
GRAPHIC SCALE
80
ACCORDANCE WITH THE CURRENT TOWN OF 0 20 40
WAXHAW ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS finch -40ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCT€ON
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
EAL
36289 -
F`
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�f R.� o :5/�
I�
REVISIONS
N0. DATE
1 07, 24. 2019 ]ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
COLT-15000
COU15000-s1
MVD
A!B
1"=40$
04. 17. 2019

u
APPROXIMA fE LOCATION
\ OF EXISTING WATERLINE
\ (TYP.)
OVERHEAD
` UTILITIES (TYP-)
` EXISTING GAS tt
PAULA BUIE HAMILTON LINE (TYP.}
PARCEL: 051--381--08
PB B. PG 299A \ EXISTING --�
\ u riLITY
POLE (TYP.) /
EXISTING GATE , -�. X/ -
VALVE AND
HYDRANT (TYP.} u-
VICINITY MAP_
N.T.S.
SITE LEGEND
SIGNAGE
T
YARD LIGHTS
LIGHT POLE
qL
POWER POLE
�\
1
=—
ACCESSIBLE RAMPS
TYPE (D TYPE @
TYPE
PROPERTY LINE
- - -�--�m-
RIGHT-OF-WAY LINE
-
-
LOT LINE
- —
EASEMENT LINE
--�� - --
--
CENTERLINE
COMMON OPEN SPACE
TREE -SAVE AREA
:•'
DRIVEWAY
:4• Jl
CONCRETE SIDEWALK
KEYNOTE SIGN LEGEND
\STREET
NAME SIGN
(PER TWLDS 702.1)
\
30"x30" STOP SIGN
*NOTE:
STREET SIGNS INSTALLED
PER TWLDS 704.1
Know what'S below.
Call before you dig.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN OF
WAXHAW ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
TREE -.SAVE AREA
F.XiS 11NG FOND
BANK (TYP)
TREE -SAVE AREA
TRACT 1
PAULA BUIE HAMILTON
PARCEL: 051-380-10
DB 798, PG 417
TOTAL. AREA EXCLUSIVE
OF DEED OVERLAP
1,297,213 Sq.Ft.
29.78 Acres
20' STORM
DRAINAGE
EASEMENT (TYP.)
PROPERTY LINE J
(TYP.) 100' WIDE RIGHT OF WAY PER SEABOF
AIR LINE RAILWAY CO. RIGHT OF WAY
TRACK MAP RIGHT OF WAY GRANTED F
DB 19, PC 712. PER D13 20, PG 719 P 4
EXISTING TRAIN (UNION COUNTY REGISTER OF DEEDS) #
TRACKS (TYP-)
F'-ri-•jri-i-�•?-•i-{-r�i••-i-{-•F-•F�•-�--i•-•}-•}--I-�--i-��-•r�r•-i---F-f-•.{-i-✓--I--i--i-r•t-}-i-i--i`-f•i--i--i-�•_r'i-s-f•-I-•i�'---I�--i--i-•#•-'r--}-�F-F€-'r••?-i-i--1--I•-�I--{-F-'r^F`�I-F-F••{-3-•r�F-{-E-i`-�r}-'r•i-i•-E-r-i--E-I-ti`}--{-ri-•'r-E-f-{--F��I-'r-i-Fti-�-i-!--$••�#-i•-i-i-••�Z-�`_�_.
r r r } •i I-F f F i{ -- F ri i F F ;-Fh { I } E t f �F+F-'r4 f-f-•i_f-44-*1-
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SHEET KEY
PIS
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The John R. McAdams Company. Inc.
3430 Toringdon Way
Suite 11,0
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
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REVISIONS
N0, DATE
1 07. 24. 2019 1ST ROUND OF COMMENTS
)ILAN INFORMATION
'ROJECT NO.
COU-15000
ILENAME
COU15000-S1
:NECKED BY
MVD
)RAWN BY
AJS
CALE
1"=40'
)ATE
04, 17- 2019
SHEET -

VICINITY MAP_
N.T.S.
SHEET KEY
NM
SITE LEGEND
SIGN AGE
YARD LIGHTS
LIGHT POLE
POWER POLE
J
ACCESSIBLE RAMPS
TYPE []A TYPE Q) TYPE Q
- -
PROPERTY LINE
- - -
RIGHT -OF ---WAY LINE
LOT LINE
--- --- -
EASEMENT LINE
-- - -
CENTERLINE
ry
COMMON OPEN SPACE
IES— a
TREE -SAVE AREA
'•,
DRIVEWAY
A,
CONCRETE SIDEWALK
KEYNOTE SIGN LEGEND
STREET NAME SIGN
(PER TWLDS 702.1)
30"x30" STOP SIGN
"NOTE: STREET SIGNS INSTALLED
PER TWLDS 704.1
Know wnars below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (9-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81I".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
.0
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SEE SHEET C-7
NGLy
rS�PvB ,C DRII/
EED-2
........... . . .. .. ....... ......
EXISTING POND
BANK (TYP-)
-
•� -
T�'
I
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f
f
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7
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ER5EE11T TYP
-
f
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1 7
r
I
! JU JKUL FKt. tLKVAIIUN tiUFrLlij ,
I I I
I O I I
EXISTING 3'YJX4'H PROPERTY LINE(TYP} 140' WIDE RIGHT OF NAY PER SEABOARD
,
ARCH BLOCK CULVERT AIR LINE RAILWAY CO. RIGHT OF WAY AND
INV:592.43 TRACK MAP RIGHT OF WAY GRANTED PER
DB 19, PG 712. PER 08 20, PG 719
(UNION COUNTY REGISTER OF DEEDS)
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN OF
WAXHAW ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
TREE --SAVE AREA
DEAD END STREET
BARRICADE PER
TWLDS SfD. 706.1
( fYP-)
END OF ROADWAY
MARKER PER TWLDS
1
1
1 '
1
1
Mc.-,,,AD-%AM0
The Jo
hn n R. McAdams Company, om Inc.
p
3430 Toringdon Way
Suite 110
Charl
otte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
MGM
0
036289
VW
REVISIONS
NM DATE
1 07. 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
COU-15000
COU 15000-51
MVD
AJ B
1"=40'
04- 17. 2019

VICINITY MAP_
N.T.S.
GRADING LEGEND
CA FLARED END S CFI N
E 0
ENDWALL SECTION
M H CATL BASIN
®
DROP INLET
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
JUNCTION BOX
-
DRAINAGE FLOW ARROW
r�
LINE BREAK SYMBOL
2�ur�U-
2U-0-0J
TOP & BOTTOM CURB ELEVATIONS
-4V-213.00
TOP OF WALL ELEVATION
f3 'V _, .z. J❑
BOTTOM OF WALL E LEVATION
O E BO OM OF WALL 15 GROUND
(NOTE- BOTTOM
ELEVATION N 0 C3l- WALL F OUNDATION
+ %J�3L
SPOT ELEVATION
ZZr_r��
STORM DRAINAGE OR�i
STORK SERVICE LINE
�R L7 F?Li f2L'
ROOF DRAIN 8" ADS
NON -PERFORATED TUBING
E EQ LfB NG OR
EQUAL 1.0% MIN. SLOPE 3' ,MIN.
COVER PVC SCHEDULE 9.0 IN
TRAFFIC AREAS
TP TP IP
TREE PROTECTION FENCE
LD -- L>3
T LIMITS OF DISTURBANCE
WOODED AREA
250
MAJORCONTOUR ON OUR
252
I MNOR CONTOUR
-_---------
_7C15TIiJG MAJOR CONTO ]n
F CONTOUR
t 2 ,'
._2
Ex S LINO MINOR CONTOUR
--
A V T E SE {EN LINE
Know what's be I ow.
Call before you dig.
SEE STORM DRAINAGE PIPE
TABLES ON SHEET C-14
XX \
BILLY JOE BIGHAM
PARCEL: 051--380-D9'\\\1
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... . . . . . . ..... � � ...................... ............ . .......... . ............. ...... ..
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENTTOWN OF
WAXHAW ENGINEERING DESIGN AND SEE RETAINING WALL NOTES AND STORM
CONSTRUCTION STANDARDS DRAINAGE NOTES ON SHEET C-1
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
_-_�-1_�
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EXISTING r
- WAXHAW HWY
(N,C HWY 75)
(60' WIDE RIGHT OF WAY DB 6924, PG 554)
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W f E I
SHEET KEY
,''m _
GRAPHIC SCALE
0 50 100 200
finch =100ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
w
NEURM10"W",
S
The Jahn R. McAdams Company, Inc-
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
■
i 1
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SAL
056289
VPVA
Il
9
REVISIONS
NO, DATE
1 07. 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU 15000-OAG 1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=100'
DATE
04. 17. 2019
SHEET

McA-,T9A]Vl�,
The John R. McAdams Company, [nc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C--0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
ru I Fi
'oFI .. i
VAIA
REVISIONS_
140. DATE
1 07. 24. 2019 1ST ROUND OF COMMENTS
'LAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-G1
CHECKED BY
MVD
DRAWN BY
AIB
SCALE
1"=40'
DATE
04. 17. 2019
SHEET

VICINITY MAP_
N.T.S.
GRADING LEGEND
C"
FLARED END SECTION
ENDWALL SECTION
CATCH BASIN
®
DROP INLET
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
0
JUNCTION Box
_ �--
DRAINAGE FLOW ARROW
^'
LINE BREAK SYMBOL
254.50
25O-0G
TOP & BOTTOM CURB ELEVATIONS
TVJ=223.00
TOP OF WALL ELEVATION
8W=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
-i- 250-60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
— RO— RD-- RD--
ROOF DRAIN, 8" ADS
NON -PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN,
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
-- TP --- TP --- TP --
TREE PROTECTION FENCE
LID LO
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
------- d___..
EXISTING MAJOR CONTOUR
--252 _....._
EXISTING MINOR CONTOUR
— — --
EASEMENT LINE
Know whars below.
Cc111 before you dig.
SEE SHEET C-11
`G • G // � / o / � � � � ` �;,!IM _rwt. �I �roaE a� + � � � � �ma r� E� � �E � �r a � rn wER ter, sa � �n � �x �r a� � � wu � �a � �
APPROXIMATE LOCATION
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OFExlsTlVc ,A rERLINE ` �a r �::1
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EGG
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(TYP.
EXISTING GAS \
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PAULA BRIE HAMICTON LAVE TYP.
PARCEL, 051-381-0
P8 8, PG 299A
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NOTE STORM j - % 3fl' TR�FE PR NATION F ----
ALL TIC+ i f
U FER
DRAINAGE NOTES ON SHEET C-1
CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN OF - - - - - ; T - - ' 77,7�
SEE STORM DRAINAGE PIPE
WAXHAW ENGINEERING DESIGN AND PROPERTY LINE:
CONSTRUCTION STANDARDS TABLES ON SHEET C-14 (TYP-} �100' WIDE, RIGHT �'QF WAY PER •SEABOARQ- _-- �- --- - --- --- ---Y - -
- - -
- -'- - - I - - I IN :: RAILWAY RIGHT OF -WAY- ANU -
A E A CO. O
E
- TRACK'.`Iv1AP RIGHT_ �Or-'WAY--GF2ANIEL7=PER
.PG .
08 19, _7-12.- PER -NV -20. , PG,719
- - �-
EXISTING TRAIN -' -' - -- -
CONTRACTOR SHALL NOTIFY "NC819" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL. CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC891".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
3°0- - -- (UNION -COUNTY REGISTER--�F-DEEQS - - --' -- - - -- -- --
TRACKS (TYP.) - - - _� --
--i 4- 44•-rh F �-r`H 1 4 i I-i F I i-i 4-i-E-i-i-�-�-# I i-h i -F k H-] -i-I �T r-r-�i-i �t =`i f- } i-F -F� I -I-F -I-f- � I • _ I-_s z ���- �_�_ - - - - _ _- -
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_--I-._.--- _-_-_-,_- A
M(]JADAMS
The Jahn R. McAdams Company, Inc.
3 430 To rc'gn do n Way
Suite 11
0
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
Wit
■
qEAL ri
036289
f R, t BAN 0�. l
REVISIONS
NU. DATE
1 07. 24, 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
'ROJECT NO.
'ILENAME
-NECKED BY
)RAWN BY
;CALE
)ATE
SHEET
COI-15000
COU 15000-G 1
MVD
A1B
1"=40'
04. 17. 2019

VICINITY MAP I
N.T.S.
N
T-5 . s
W XyA3JF' -1
SHEET KEY
NM
GRADING LEGEND
CA
FLARED END SECTION
...
250.00
ENDwALL secTlaN
CATCH BASIN
DROP INLET
STORM SERVICE INLET
STORM SERVICE ROOF —DRAIN
JUNCTION BOX
DRAINAGE FLOW ARROW
LINE BREAK SYMBOL
TOP & BOTTOM CURB ELEVATIONS
TW 223.00
TOP OF WALL ELEVATION
BW'-213.0Q
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
— RD-- RD— RD---
ROOF DRAIN, 8" ADS
NON —PERFORATED TUBING OR
EQUAL 1.0% MIN, SLOPE 3' MIN,
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
— TP — TP ---- TP
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
-------17
EXISTING MAJOR CONTOUR
--. .- ----2 -,2----------
EXISTING MINOR CONTOUR
-- — —
EASEMENT LINE
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
to
W
W
LLJ
o1
to ;i71
STORMWATER CON.TRbL
[ 1
MEASURE "B"
DE
oI
/ -.
1
i (SEE :'SW" SHEETS)
T
IEAR
17
�:..
LD
I
------
7F-
EXISTING 3'WX4'H
ARCH BLOCK CULVERT
INV: 592.43
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CUIRRENTTOVVIN OF
WAXHAW ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
SEE STORM DRAINAGE PIPE SEE RETAINING WALL NOTES AN STORM
TABLES ON SHEET C-14 DRAINAGE NOTES ON SHEET C-1
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
1
I •
S AL r
0 6289
P./vc f lEE4;�4.
D
cR ppN ,,.
REVISIONS
N0. DATE
1 07. 24.2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-G1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=40'
DATE
04.17.2019
SHEET

STORM DRAINAGE - 100
PIPE TABLE -• SD-100
PIPE NAME
PIPE SIZE
(IN)
PIPE LENGTH
(FT)
PIPE SLOPE
PIPE
MATERIAL
01-101 - C13-102(SBA)
30
94
1.15%
RCP
CB-102(SBA) - CB-103
30
159
0.69%
RCP
CB-103 CB-105
30
133
1-05%
RCP
CB-105 - CB-108
30
80
1.00%
RCP
CB-108 - CS-109
30
30
1.02%
RCP
CB-109 - CB-110
30
104
1.00%
RCP
C8-110 - CB-111A
30
106
1.12%
RCP
CB-111B - CB-115
24
112
1.03%
RCP
CB-116 CB--121
15
91
4-27%
RCP
CB-121 - CB-124
15
91
3.49%
RCP
CB-124 - CB-125
15
90
3.48%
RCP
CB--125 CB--126
15
88
2.75%
RCP
CB-103 - CB-104
15
23
2.55%
RCP
CB-105 - CB-106
15
50
1.46%
RCP
CB--106 CB--107
15
23
1,02%
RCP
CB-116 - CB-117
15
181
1.63%
RCP
CB-121 -- CB-122
15
24
2-17%
RCP
CB-111A - JB-•113
15
120
2-23%
RCP
JB-113 - ❑I-114
15
105
2.45%
RCP
JB-113 - FES-115
15
6
3.42%
RCP
CB-•122 DI--123
15
75
5-35%
RCP
CB-117 - CB-118A
15
24
1.52%
RCP
CB-111A - CB-1116
24
4
2.31%
RCP
EW--100 - DI-101
30
31
1-01%-
RCP
CB-111A - CB-112
15
23
5.96%
RCP
CB-118A JB-119
15
23
0.97%
RCP
JB-119 01-120
15
84
0,68%
RCP
CB-118A - CB-118B
15
4
2327.TRCP
CB- IO2(SBA)
R1M=641.86
INV IN=625.02 (CB-103)
INV OUT=624.92
CB-103
RIM=645.17
INV IN=639.25 (CB-104)
INV IN=626.22 (CB-105)
INV OUT=626.12
CB-104
RIM=645.17
INV OUT=639.85
CB-105
RIM=646.40
INV IN=639.49 (CB-106)
INV 1N=627.71 (CB-108)
INV OUT=627.61
CB-106
REM=645.71
INV IN=640.22 (00-107)
INV ❑UT=640.22
CB-107
RIM=645.71
INV OUT=640.46
CB-108
RIM=645.55
INV IN=628.61 (CB--109)
INV OUT=628.51
CB-109
RIM=645.16
INV IN=629.02 (CB-110)
INV OUT=628.92
CB-110
RIM=642.79
INV IN=630.16 (CB-111A)
INV OUT= 630.06
CB-111A
RIM=641.05
INV IN=631.32 (CB-111B)
INV IN=632.40 (CB-•-112)
INV IN=635.80 (JB-113)
INV OUT=631.35
CB-111B
RIM=641.06
INV IN=631.47 (CB-116)
INV OUT=631.42
CB-112
RIM=641.05
INV OUT=633.80
CB-116
RIM=643.93
INV IN=633.42 (CB-117)
INV IN=634.20 (CB-121)
INV OUT=632.67
CB-117
RIM=641.29
INV IN=636.48 (CB-118A)
INV OUT=636.38
CB-1 18A
RIM=641.29
INV IN=636.94 (CB-118B)
INV IN=637.04 (JB-119)
INV OUT=636.84
CID- 1188
RIM=641.29
INV OUT=637.04
CB-121
RIM =647.35
INV IN=638.20 (CB-122)
INV IN=640.10 (CB-124)
INV OUT=638.10
CB-122
RIM=647.33
INV IN=641.81 (DI-123)
INV OUT=638.71
CB-124
RIM-650.64
INV IN=643.39 (CB-125)
INV OUT=643.29
CB-125
RIM=653.86
INV IN=646.61 (CB-126)
INV OUT=646.51
CB-126
RIM=656.29
INV OUT=649.03
D€-101
RIM=541.22
INV IN=623.83 (CB-102(SBA))
INV OUT=618.31
DI-1 14
RIM=645.39
INV OUT=641.13
DI-120
RIM=641.21
INV OUT=637.93
DI-1 23
RIM=649.90
INV OUT=645.84
EW-100
RIM=620.88
INV IN=618.00 (DI-101)
FES-115
RIM=643.51
INV OUT=639.26
JB-113
RIM=643.72
INV IN=638.57 (DI-114)
INV iN=639.07 (FES-115)
INV OUT=638.47
JB-119
RIM=642.29
INV IN=637.36 (DI-120)
INV OUT= 637.26
STORM DRAINAGE -- 300
PIPE TABLE - SD-300
PIPE NAME
PIPE SIZE
(IN)
PIPE LENGITI
(Pr)
_. ,..
- ^ 125
PIPE SLOPE
1-01 %
PIPE
MATERIAL '
RCP
EW-300 - CB-301(SBB)
36
CB-301(SBB) - CB-302
30
24
1.02%
T RCP
CB-320 - CB-325
24
24
1.02%
RCP
CB-325 - CB-326
24
38
1.06%
RCP
CB-326 - CB--328
18
48
0.73%
RCP
CB-•328 - CB--329
15
113
3.76%
RCP
CB-329 - CB-330
15
-98 Y
4-28%
RCP
CB-333 CB--334
15
102
1.84%
RCP
CB-330 - CB-331
15
23
1.29%
RCP
CB-326 - CB-327
15
24
0.72%
RCP
CB--320 - CB-321
15
112
3.00%
RCP
CB-321 - CB-323
15
1.41 %^
l ~ RCP
rC!3-32,3 - CB-324
15
^266 m�
24
1-p2%
�f
_ RCP
- CB--322
15
24
I 1.03%
RCP
�CB-321
CB-302 - CB-307
30
104
0.59%
RCP
CB-307 - CB-309
24
96
0.60%
RCP
CB-309 - CB-311
24
43
2.54%
RCP
�CB-311 - CB-312
18
42
2.82%
RCP
CB-312 - CB-313
15
95
3.2.0%
RCP
CB--313 CB•-314
15
104
2.65%
RCP
CB-314 - CB-316
15
87
2-05%
RCP
CB-316 - CB-317
15
87
2.377.
RCP Y
CB--317 CB--318
15
31
1.391%
RCP
CB-314 - CB-315
15
24
2.49%
RCP
CB-309 - CB-310
15
24
0.68%
RCP
CB-307 CB-308
15
27
1-33%
RCP
C8-302 - JB-303
18
30
0.72%
RCP
JB-303 - DI-304
18
91
1.00%
RCP
DI-304 - DI-305
18
81
1.00%
RCP
DI-305 - DI-306
15
72
1.01 %
RCP
CB-331 - DI-332
15
35 -.w -
3.297.
RCP
CB-302 JB-319
24
172
1.02%
RCP
JS-319 - CB-320
24
v 49 __...^
102
_ 1.02%_
4-30%
RCP -
RCP
CB-330 - CB-333
15
CB-301(SBB)
RIM=639.83
INV IN=625.66 (CB-302)
INV OUT=624.88
CB-302
REM=639.83
INV I1\1=626.50 (JB-303)
INV I11=626.00 (CS-307)
INV IN=632.81 (JB-319)
INV OUT=625.90
CB-307
RIM=634.84
INV IN=628.59 (CB-308)
INV IN=626.71 (CB-309)
INV OUT=626.61
CB-308
REM=634.20
INV OUT=628.95
CB-309
RIM=631.45
INV IN=628.04 (CB-310)
INV IN=627.39 (CB-31 1)
INV OUT=627.29
CB-31❑
RIM=631.45
INV OUT=628.20
CB-311
RIM=633,49
INV IN=629.09 (CB-312)
INV OUT=628.49
CB-312
RIM=635.17
INV IN=630.52 (C13-313)
INV OUT=630.27
CB-313
RIM=638.91
INV IN=633.66 (CB-314)
INV OUT=633.55
CB-314
RIM=641.17
INV IN=636.42 (08-315)
INV IN=636.42 (013-316)
INV OUT=636.42
CB-315
RIM=641.31
INV OUT=637.03
CB-316
RIM=642.93
INV IN=638.30 (CB--317)
INV OUT=638.20
CB-317
RIM=644.74
INV IN=640.47 (CB-318)
INV OUT=640.37
CB-318
RIM=645.15
INV OUT=640.90
CB-319
RIM=643.48
CB-320
RIM =641.91
INV €N=635.92 (CB-321)
INV IN=635.27 (CB-325)
INV OUT=635.17
CB-321
RIM=644.37
INV 111=639.38 (CB-•322)
INV IN=639.62 (CB-323)
INV OUT=639.28
CB--322
RIM=644- 37
INV OUT=639.62
CB-323
RIM=648.45
INV IN=643.46 (CS-324)
iNV OUT=643.36
CB-324
RIM=648.45
INV OUT=643.70
CB-325
RIM= 641.91
INV IN=635.61 (CB-326)
INV OUT= 635.51
CB--326
RIM=642.19
INV IN=636.77 (CB-327)
INV €N=636.72 (CB--328)
INV OUT=636.02
CB-327
RIM=642.19
INV OUT=636.94
CB-328
RIM=642.67
INV IN=637.42 (CB-329)
INV OUT=637.07
CB-329
RIBA=647.01
INV IN=641.76 (CB-330)
INV OUT=641.66
CB-330
RIM=651.69
INV IN=646.04 (CB-331)
INV IN=646.44 (CB--333)
INV OUT=645.94
CB-331
RIM=651.69
INV IN=646.44 (DI-332)
INV OUT=646.34
CB--333
RIM=656.18
INV IN=650.92 (CB--334)
INV OUT=650.82
CB-334
RIM=658.05
INV OUT=652.80
DI-304
RIM=638.76
INV IN=627.82 (DI-305)
INV OUT=627.72
DI --305
RIM=635.17
INV IN=628.98 (DI-306)
INV OUT=628.63
DI -306
RIM=632.95
INV OUT=629.70
DI -332
RIM=653.19
INV OUT=647.59
EW-300
RIM=623.00
INV IN=623.62 (C13--301(S88))
JB-303
RIM=639.87
INV IN=626.82 (DI-304)
INV OUT=626.72
JB-319
RIM=643.48
INV IN=634.68 (CB-320)
INV OUT=634.58
STORM DRAINAGE - 200
PIPE TABLE - SD-200
PIPE NAME
PIPE SIZE.
(1V)
PIPE LENGTH
(FT)
PIPE SLOPE
J PIPE,
MATF.RIAI.
EW -200 -- C2-201
15
35
3.82%
RCP
CB 203 - CB-102(SBA)
15
24
1.59%
Rep
C13-•201 - CI,--202
15
11
1.851/1
RCP
CB-202 - CB-203
15
.
56
+1
2-07%
^RCP
CB-102(SBA)
RIM=641.86
INV OUT=623.42
CB--201
RIM=639.23
INV IN=620.34 (CB-202)
INV OUT=615.84
CB-202
RIM=640.22
INV IN=621.76 (CB-203)
INV OUT=621.66
CB-203
RIM=642.21
INV IN=623.03 (CB-102(SBA))
INV OUT=622.93
EW-2
RIM=616.02
INV IN=614.50 (CB-201)
STORM DRAINAGE - 400
PIPE 11ABLE - SD-400
Y v FPIPE NAME - l PIPE SIZE PIPE LENGTH PIPE SLOPE PIPE
(IN) (FT) MATERIAL
EW-400 - CB-401
24
21
0.62%
RCP
CB-401 CB-402
18
24
0.60%
RCP
-�CB-402 - JB--403
18
43
0.61%
RCP
JB-403 - JB-404
18
185
0-50% y
RCP ^
JB--404 - CB--301(SBS)
15
8
0.98%
RCP
CB-301(SBB)
RIM=639.83
INV OUT=623.75
CB-401
RIM=629.13
INV IN=621.71 (CB-402)
INV OUT=621.21
CB-402
RIM=629.13
INV IN=621.95 (JB-403)
INV ❑UT=621.85
EW-400
RIM=621.00
INV IN =621.08 (CB-401)
JB-403
RIM=631.92
INV IN=622.31 (JB--404)
INV OUT=622.21
JB-404
RIM=639.83
INV IN=623.67 (CB-301(SBB))
INV OUT=623.42
STORM DRAINAGE - 500
PIPE TABLE SD-500
PIPE
NAME w
PIPE SIZE
PIPE LENGTH
PIPE SLOPE
PIPE
(IN)
(FT)
MATERIAL
EW--500
JB-501
30
98
6.51 %
RCP
JB-501
- JB--502
30
39
0.71%
RCP
JB-502
- EW-503
30mT
1110
0.65%
EW- 500
RIM=523.37
INV IN=620.50 (JB-501)
EW-503
RIM=630.58
INV OUT=628.08
JB-501
RIM=644.91
INV IN=626.99 (JB-502)
INV OUT =626.89
JB-502
RIM=646.78
INV IN=627.37 (EW-503)
INV OUT=627.27
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license nurnE3er: C-0293
WWW.mcad2rnsco.com
CLIENT
BROADSTRI<ET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
1I ,� .EA
9�:
C
036289
f �r���'►R iAs+�p''+,
REVISIONS
NO. DATE
1 07, 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-GI
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
04. 17. 2019
SWEET
STORM DRAINAGE
NOTES
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
N.T.S.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS INLENGTH
THAN 3.1
7 DAYS
AND ARE NOT STEEPER
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7--DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HQW
FLATTER THAN 4:1
ZONES)
Know what's below.
Cal I before you dig.
EROSION CONTROL LEGEND
'llllllilll
MEW
--SF—SF—SF--
TP —•- TP ----- TP —•-
LD LD
---- SFI- Ss/rP — SfVR1
MCI, 0 oC3t o°
_ 250
252
-' .... -252
CATAWBA RIVER BASIN
DISTURBED AREA = 22.44 AC.
SILT FENCE OUTLET
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
CHECK DAM
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
SILT FENCE/TREE PROTECTION
FENCE COMBINATION
OO
DEMOLITION LEGEND
ATREE
TREE OR OTHER VEGETATION
TO BE REMOVED
UNDERGROUND UTILITY
TO BE REMOVED
AREA TO BE REMOVED
(SIDEWALK, CURB AND GUTTER,
STRUCTURES, ASPHALT, CONCRETE
PAVING, ETC.)
NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES,
SEQUENCING AND SPECIFICATIONS.
\ ,.
1 BILLY JOE BIGHAM
1 PARCEL: 051-380-C
' DB 1767. PG 607
PAULA BUIE HAMILTON
PARCEL: 051-381-18 1 /
PBC,PC103 1
JOYCE BLYTHE PARCEL:
051--380-34 I
DB 6770, PG 628 I
l
l
l
A�
EXISTING MINOR CONTOUR \ PB C, PG 103 \
r
IN—�'-
J
PAULA BUIE HAMILTON � � / G� / .-�- � . ��'���� ;'`,,,,� "~,�• .
PARCEL• 051-381--15 \ -
8 C, PG 103
l�
PAULA BUIE HAMILTON \ ���() qS "v rf fJ l` ti'rJ j -' - m HEIRS OF MARY ` 1
\ PARCEL: 051-381-14 �'` ' J / J l Y r \ BLYTHE
\ PB C, PG 103 Ci Q �d JJ 4 y 0 CATHERI0 -380-
-J` / - ` I ? I PARCEL: DEATH CERTIFICATE 2 I
rr
D127, PG 954
w D8 211 , PG 251
�P - -- W OB 185, PG 690
�' - � N_ `
\ CL
PAULA BUIE HAMILTON`� �JJ _ _ _ _ - `I -
_ APPROXIMATE - `' MICHAEL 0 HOLLIDAY
� PARCEL. 051-381-13 \� � � ,.. - - � TD--4 �-- _ - uI ,t --j I �
PB C, PG 103 r J f - 'TEMPORARY DLVER6, LOCATION 0F_ 4 r� _ I
ITCH/BERG - u -STOCKPILE - .- - -I, ... `` PARCEL:D$1305 - 80-13 i
\ AREA (TYP.) - - - - - - - - - ca 1 I
` \ :I (O� `r J J _ .....- . _ _ - ��►•� _ -- r - -- �.. ~ PROPERTY ` I
\ LINE (TYP.],
PAULA BUIE HAMILTON 1
\ PARCEL. 051-381-12'`tip`
\ C, PG 103 \ sJ Ir r' d Z.-
PROPERTY, b ��.- - - id'� - r JAMES R GODFREY & l
\ LINE ('fYP.) WIFE M DIANE B
` - _ r I f ARCEL. 051-380-12A l
\ PAULA BUIE HAMILTOIf \ j sJ l I _.- 1 �.�`�.' _- r -_' DS 794, PG 56 I
PARCEL: 051-381-11 ,/ j i { •.\'. • - .1� f r; r v
` P8 C, PC 103 { i t r = ,`,;� ,,,• ` YI-...�a�s�J -- •J
s I �MPOR RY IVERSI
r601 p \ \ rrr,J f� J �DI H/8ER
PAULA BUIE HAMILTON
q PARCEL: 051-381-10 rI�
TF Dv�-(j PB C, PG 103
� `i'Tj �• =E�,rdJJ / + ;, '. j ;� - -- �-' r• ,'�% I. Ir ��,'f•= ��!- � --- , �' /
flo Irk
5B-2 PROPERTY LINE ,"TYP.}
(SEE SUMMARY TABLE r' .`
PAULA BUIE HAMILTON J� �� Jr' `J ■ r l f �+F` ON SHEET EC-11)
` \APB B, PG 299A 08 i EXISTING POND
\ Jr• '�� 11 t_ , ;
i
r
ROCCO FEMIA
PARCEL: 051-380-16
TD.=� { r 1 e' 1 r DB 68$4, PG 253 I
1'. ✓ a \ 1; l �} / I f : TEMPORARY DIVERSION'' ' D8 380, PG 731
DITCH/BERM ' \ �• I
/ N \ •' TD-2 {
APP0XIMATE. ` }
l l APPR(7xIMATE
r 1 1 LOCATION OF TEMPORARY DIVERSIO i \ LOCATION OF r I'
` v STOCOILE DITCH/BERM I c`� TD �, .STOGKPI1E
/ AREA TYP.
(� 7 TEMPORARY DIVERSION AREA [TYP.
,r E}iTCH/$ERIv!
GARY A AND bIANA M � _'I }
SUMMERFIELD ; ! CD It
PARCEL: 051-380-10A x1 ]� / f 1 /I I '}r {5EE5UMMARYTABL
r ll DB 46731 PG 008 - ' f / ` *�D_ ` ON SHEET EC
I ,�• �zr - TEMPORARY DIVER510 -- - ; ` �TD-�7 a
l 1 1 1
l DITCH/BERIv� - - -- _ Y ❑I{�ERslfi t1
TIME WARNER CABLE ��' -•. -' \ .-- - '- DITCV13EZ I l SOUTHEAST LLC
i PARCEL: 051-380-]013 \ r ' I
1 1 DB 5862. PG 115 - SB
ERNEST W& PAMALA 1 .. )SEE SUMMARY TABLE
z x- a_— _ x F r' 1
�\ON SHEET EC-11 B JORDAN _... _ — — 1 �' .' j I' ; ' ' EX15TIfVG ,•-=�r--�,N-=. - }
} f I
PARCEL: 051-381-09 � � � -_ �-_ I } •
DB 430, PG 319 C _ yvETLA�lp •�' } 1 - -- - / [I .
I
I
�I �r TRACE 2
PAU!!A BUIE HAWLT014
PARdEL:- f5T- 38fl-i1
!
DB 475, PG 593
TOTAL AREA EXCLUSIVES I .
GARY A AND DIANA M y 1 ` - t r ! OF DEED OVERLAP
SUMMERFIELD � 80.394 Sq-Ft.
DB 6588, PG 0214 1 Irk Jam- 1.85 Acres fi
If
IL
'TREE PRESERVA'TIQN E3UFFF
3'WX4'H EXISTING _ _ � ' -- _ 100' WILE Ex15TINGYRIGHf OF WAY PER SEnF3DAR6 AIR
ARCH BLOCK CULVERT = � - _ _ _ _ _ _ _— — I / _ - Y� _ - LINE RAILWAY CO. HICHT OF WAY AND TRACK MAP
_ -
- -- - -
__ - - - �^ -^� -RIGHT OF WAY GRANTEE PER DB 19, PG 712. PER Of3
INV:592.43 �..F-!.,}`i'r?..i-F•F-'r�§•it-}•i--l-i �-i-'r-'rh§•L•f-'r-:-:-:-I--i-I-;-t-k•rt-;-t-�I-��:�_I--�.:"c-s-ti�-r••sa•-�-�-�s-s-:-���.:.�s,c.:..�.-.x..c..ii.a..�_:_a..._._ ��...�.�,..�_._._��� _�,__�1I
•: �...z �..-� ..., .-,-... . . . . . ....... . .......— 20. PG 719(UNION COUNTY REGISTE
R OF DEEDS)
4V DED AREA
DIVERSION DITCH \
CONSTRUCTION ENTRANCE/EXIT
\ PAULA BUIE HAMILTON ,
PARCEL: 051-381-17
PBC,PC103
MAJOR CONTOUR ` \ PROPERTY
MINOR CONTOUR \ LINE (TYP-) �r
`
EXISTING MAJOR CONTOUR PAULA BUIE HAMILTO�lPARCEL: 051-381-16 \ /
ALL CONSTRUCTION SHALL BE IN SEE SHEET EC-11 FOR
ACCORDANCE WITH THE CURRENT TOWN OF EROSION AND SEDIMEN
WAXHAW ENGINEERING DESIGN AND CONTROL DESIGN
CONSTRUCTION STANDARDS SUMMARY TABLES
CONTRACTOR SHALL NOT[FY "NC811" (811) OR (1 -800-6 32-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81'I".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
�� 1, • STEVEN BELL
PARCEL: 051-380--36
F • a` D8 6808, PG 071
60,
rr , • ti `. YYY'I
zD�r
'.- of Rn� I
,�J 's` `� '..-Jam^:=kls���•� ��--1 � ' t�
114
TRACT 1 v ❑c
F�AULA 9111E HAMILTQIf ' � � �yy~ �� •i�� ��� � G 1
J J6a / PARCEL: - 051-380—i0g
DB 198, PG 417
fl Jrfi J TOTAL AREA EXCLUSIVE
OF DEED OVERLAP.
1,297,213 Sq.Ft.
29.78 Acres
r !b/,6� ;' r � 7 ter'-•��• =•fir
.- .....................,..
--- - --- --- --- --- --- _ __-' 'YFI,wAPPROXIMATE
EXISTING TRAIN
_-- - �- -- "'-- EXISTNG CULVERT TRACKS (TYP-)
_ -.--. -T
EXISTING �j! �'
3'WX4'H EXISTING
CONCRETE CULVERT A/� H A V V H V V Y --
INV:589.14 (N.0 HWY 75)
(60' WIDE RIGHT OF WAY DB 6924, PG 554)
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
McAIDAN1S
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
■■■ssII:I rr
•
• `AL r•
036289
R. VAS ■,.
rr I3I l IIii■■�
REVISIONS L/J
NCI- DATE
1 07. 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO. COU-15000
FILENAME COU15000-OAEC1
CHECKED BY MVD
DRAWN BY AJB
SCALE 111=100'
DATE 04.17.2019
SHEET
EROSION AND SEDIMENT
CONTROL PLAN
STAGE I - OVERALL
EC�l

VICINITY MAP_
N.T.S.
GROUND STABILIZATION .
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLATTER THAN 4:1
ZONES)
Know wnaYs below.
Call before you dig.
EROSION CONTROL LEGEND
1111111111 SILT FENCE OUTLET
() INLET PROTECTION
%01 FILTER BERM
/7/13)/ � , , \ \\\ ,
, / •f �%
I r I'\
/ ice. `
S . �7. ,,`\\ `, • N
7 `
_ `,
o?�...�.
�e� !`
`G !UnaCHECK DAM -
-SF-SF-SF- SILT FENCE EXISTING J // % ... --. /\ > ; r G , � I- �, ' \ ,, �--J� - , (e0 �/S�l�II
-TP --- TP -TP --- MAILBOX[ TYP. �, r %� _ I �I G
TREE PROTECTION FENCE ' (TYP.) ` / / 9/ �� R �- ,�, 'I- ,�?,� ter' !� RG /y, pI14
. -, IV
rR
LD LD / / / r 3/ Tsar.^ _ /... oU • �� °� F �-�� \ -- � D2C � ,
LIMITS OE DISTURBANCE � - / fir' /' a�/ -a �- �Yqr �, ._ j 11�� N�Q
' i'/�� r'/ E` I TING - a \ � Q7 �- ` 1'qk !,� ` 1
SF/TP SF/TP SILT FENCE/TREE PROTECTION /! / � q �W / SfGIN(TBR) ��� � ``' �} \ &� �I) �.0
FENCE COMBINATION / // / .�// ,' I G� /_ -�� a� "� _ .1 1 7
APPROXIMATE LOCATION -- i / r �� - - ,- �L. %' �" '- � �C
WOODED AREA F -� / / - _ _� - - -' P1.
0. EXiSiiNG WATERLINE / / �, EXISTING OVERHEAD � _ C-r/ (~j
TYP.v�/ / UTILITIES TYP. ``�� T'�� Ts
-I-I-I� DIVERSION DITCH ( ) ' / i .� ' 1,1 ( ) � _ - \ c g p �
PAULA 6UlE HAMILTDN Ly'� / ' r � . f /' / �� �r , - _ \ \ ��(W} - `� _ _ sF ��C'Frf
�' C�� o ',[ PARCEL: D51-38i-i8 ♦ / / /, / �3 - -�- - _�• �� i
�, �F"I �-,c °' , P8 C, PG 103 f / / �// B�/ • / , "� - --- - - ---.. .--- -- -- -- - - � = vt - - email nr] 1.
��° � 5 � � - . CONSTRUCTION ENTRANCE/EXIT EXISTING �� ' I / : � � _ ��, ��' _ �
o-� \ MAILBOX TYP. L /
o �' o'n � o ( } . � EXISTING UTILITY �. Sf ty� APPROXIMATE LOCATION
a ` � � / �� / / TRACT 1 POLE {TYP.} =-- _ �� �.-- ^ _ _ _ OF EXISTING WATERLINE
DEMOLITION LEGEND
TREE QR OTHER VEGETATION '
TREE TO BE REMOVED . � --
EXISTING OVERHEAD
N ",�-N'I\--\--NT\-\- \ UNDERGROUND UTILITY BILLY JOE BIGHAM UTILITIES (TYP.) \ ,5�
TO BE REMOVED PARCEL: 051 -380-09
DB 1767, PG 607 Q, r
t � INLET PROTECTION AREA TO BE REMOVED 1 EXISTING
* FOR EXISTING STRUCTURES f-. -T_• _ ' (SIDEWALK, CURB AND GUTTER, 1 TELEPHONE
STRUCTURES, ASPHALT, CONCRETE ' PEDESTAL (TYP,)
TEMPORARY SLOPE F3RAIN PAVING, ETC.)
NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES, EXISTING UTILIrY ---' '
SEQUENCING AND SPECIFICATIONS, POLE (TYP.) ot,
/\
SEE RW SHEETS FOR ROAD
IMPROVEMENT PLANS (TYP.)
/
,
\ \ -- EXISTING WATER
\ METER AND GATE S.EN BELL
-, °6808, PG 071
4 VALVE (TYP.} PAR 051-380-36
`� = - -�
° __- �. -- - - /
lr i{L-z °�f ' ��7r.;ty ` r Y / [tl r -- \ ..,� TYP.
r o c C r ., i �_--
�r /,, /„ / / •PAULA BUIE HAMILTON --/ - Cn �- � .- (TYP.)
/ / ! / �/ / PARCEL: 051-380-10--- - --- --- - -°+i.r �, rim`• EXISTING EDGE OF
/ EXISTING CONCRETE _-. r,- )T-• I
250 MAJOR CONTOUR / _ -�- '� - PAVEMENT TYP.
// / ,� �4� ' DB 198, PG 417 SIDEWALK {TBR} - __- '- 10 ���� -r ' . � '�
252 MINOR CONTOUR J� / / ° I ;s /' �� TOTAL AREA EXCLUSIVES '� r _ �} sl
' / / -` . OF -DEED OVE ENTf ANCE: -- I y ' ti 1 , � _
/ - RLAP - - -
-_ _ ��----- -- EXISTI - / �/ 4'55'6.7"N 80'45'34.8"W ? '11 �)c I � ,� '`''��_ s-- _ ",
NG MAJOR CONTOUR f / o 297 213 S .Ft. �Y �..� rw '1. --
,� �^ _ -
-Z G - EXISTING MIND C : -3J / fig" �p uo --- , '• '�. 1c.- \
R ONTOUR / / iA r 5 -!0 SF --- av4- SF r� , SF --- ST - 5�-- SF �- SF 5 �'i, � ' � ter$,
/ . 11 . , , , �F) " -\ 4-1- ,
1.
PAULA BUIE HAMILTDN ` ! f� I / ; � �a sF / � z,-) - \' ,I-
\ \ ° `',\� `..'�
�-- `-L SELT FENCE STABILIZE CONSTRUCTION ' }�' o v - �. \
PARCEL: 051-3$1-17 /' � r /. j Sf; 51LT FENCE [TYP.) OUTLET 2 / A -,n _ 5 CW}-
PB C, PG 103 / / 5F (PER TWLDS 507.1} DA: O,i8 AC ENTRANCE (TYP.)`,`\
< <�'- \-
` / / .°♦ ;, / / ' i 0 , ' - -- . - - - --- . ` (PER,TWLDS 514.1) Q 3 1 t4', ,� -` 1 - - rWj
I.
-' / tic a'-
! / , � , '\1 \ �� "I � �/1�� 10, / //// // I / / .! ..I -- -- "I 4- 1j / -. 1� ! ,/ / /Ii .; . ../. �../ .. II . � ; ; I . I/ .1.1i / 11'! I (9 ... �IV.I �. .. 11 . .IISILT FENCE rr- a}} I/ Lo -\
/ � i / 1 OUTLET f j3 i \ d._ " . , . .. . . l. I . . . ,., Ir _� SF SF sF ]. r� J _ � ,- _ C
/' / / 4 DA: 0.09 AC ^} \ sF ._UFFE � C; ,- \ eo
\ o � )/,
/ y � ` \ \ T - -I-- - EXISTftG UTILITY
` ! ,/ / / / SILT, FENCE - POLE {TYP.}
\ / / \/ f I / / - -- - OUTLET # i
__
. ---. f I
PAULA BUIE HAMILTON \ / L '1 i l `. -.._
PARCEL; DP -103 15 / � ' / 1
PB C, PG 1O3 q - �_ �0 \1
\ / f i -J //
\ I J /
1.
♦ , - _
` � �
/ /� I / `' �. ' 'ti l HEIRS OF MARY CATEELINE BLYTHE
�: �/ / \--__..- - -_-
-- -- / / , - - � `.� ; I \_ DEATHPCERTIFICATE D827,1PG 954
f /' -
/I J y4 \,. -- r� --- _ _ - _ \ '\ ti �' _ DB 211, PG 251
DB 185, PC 690
V� / J / f / i �/ / I y4 - - - - ---- - %- -- ��
w
PAULA BUIE HAMILTDN ` ♦�{] �/ / !$ / - _ ..-_.. -- - �, \ i
PARCEL: D5i-38i-15 / ///° i / \ - _ D J
` P8 C, PG 103 Q / / / / I `'� - -- - - - - - - - -- -- , 0 a
� (� Q� //i / / \ roe
�7°O� � / % .' % `� / / I / - _ ..- - -- - --- -- - -- � I / ' ` -
Qz N / I SILT FENCE ._ / \
�� `_ Q / I / / / f OUTLET f�4 _- --- - I I / \ � "
\ <} C.3 4P �� / �/ / �� %� W I DA: 0.13 AC _. -- - / \ - - __. --- -- -- � N
1��0 I �/ , �___ -v5D --- - _ SILT FENCE TREE PROTECTION Ld
P // - I; �/ - - .--- _ ... -- - \ \ COMBINATION FENCE {TYP.)
\ ` �0 / / �` -- -- - - -- --- - _. - - -- \ -- - (PER TWLt75 507.1 - -- ) / ,
/ / 0� _ .. .-- -- - \ \ - _- - ----- r~ _ _ - J 1
\�I ! / / `/ / ` • --- - --- -- - -- _ -- • / 3W1 _ - 30' � � PROPERTY
./ / / / / y4 _.. - -- - - - __ _ _ LINE (TYP.)
PAULA BUIE HAMILTDN ' ` / / / - - - - - - - - - r _ � \ I - - -- -- - - i
-
�\ PARCEL: 051-381-14 \ / / ; ,//, �/ -- --- --- -.-. - -- - - \ I " - - - - - --- I _
! i // - -- -- - - - -- _ - l \ - -- _ - - �- _
` v _ , __ _ _4 _ - _
\ \ / / �� // / --- --._ _� _ 4F --- - -- - - ._ . _ ,�° - - -- - --- --- --- -- - -- ---
/ r // - - - - - _ _
/ / / / i - -- - --- -- _ _ - -65 - ----- - - - -
L.j/
/ � 0.. .I/� ,. ,//�"/6,*/1 J �-�6l--- /1-�,-/'-L/ b /- 0/4/-/11/" )�-/% ,/ � / //: /., �///, //// �- f// �/I/�-, - -/�.. -/..-c-a -- /.1- Iy- -,-1lI�b�'/ .-. -I/- - I CI), �-./- ..r....�- I�1-7-i
I- /. l- I.; --. . -:I -Ir.- - I. - .. .­ .:, �. .. . :I. - ...­�-. II. . �-'Z. ��­1-I ,-. I ". -.. ; .--i.--,If.--I. ..-.. :. ..-.' 1 -. :- -- .I.. - ...-,I-II -. ­.. /� �:11/1­. -�/.-.-
,.,.,X.. - .. ­�.--,, 1-!-/I; .- � �-,V�.-I; -.-.-)i
I : -/ I - .­-.-� .- -.I :�. -,-.I9 .- I- y.%
! / / U d'♦ '• ' / SILT FENCE/ TREE P-(TYP) Ii3N = - "_ 01 - . t - f v - /
/ I COMBINATION FENCE TYP. - J
\ EXISTING J / / ' _ _ ( } - - \ --- - - f
,� I f
/. I
` MA!L730X {TYP.} / `N / / / / - (PER TWLDS 507.1 & Sg.1:i} - - l r - - ~- - - -
PAULA BUIE HAMILTDN \ / , f I r�. ; / p -- .-..._ - , , ` ...--. -- - -- -- - --- -.. _ .--.- -- I ' /.
PARCEL: 051-381-13 . 1' �' TEMPORARY ROCK' s 1 _. _..- - - -- ;
/ _ -
PB C, PG 1O3 �CT.3- //! ,// --­ - ----CHECK .CHECK DAM-(TYP.) \ .\ - - -- APPROXIMATE -- - .-_. - -- /
° / Q' / / .,­�,- �- -T. - (P \ , �- - CATION OF---- r = _
APPROXIMATE LOCATION " --- - - _._ - -
i / / // ,
� , - - -.... -.-. _ - \ ti -- - 4 STO KPILE � - - -. - -
ER TCNLDS 513.1
OF EXISTING WATERLINE qu - I / % - - - -- - - -- - - - - - - - .. _ - - . _ --
�/ .% i I k i I - �� AREA-(TYP.,^ - %`
{TYP.} % �.�, `' r_ - _ - _
! *� / / ; �v // / .' i - - . - -- 4-0■� I --- ...- -- --- -- *\ ,' .. \ - - - - -- - r JAi SES R GaDFi�EY &
EXISTING GAS / ; ,\ i fir- ,0- � -.
/.- / - --- ---- -- =l - ...__ _.._ .- -- -- �6- ` \ -' -- - - `__ - WIFE M DIANE B
LINE (TYP.) / /��`�/ /r - •-- - - 4 �.. �- - - .__ -� - - _ PARCEL: 051380-#2A
/ 161 / f J r i / -- - � --- _ - -- _ -- - - -- r - ` � -- _ - D8 794, PG 56
�e
J �/ / /�� / 1' i , . i -- - _ - - -- - __ _ l _ - -- - _ - _- ` _ - - 4. -- .
// �,, / '/-// ? }' i /i' --�F -, ` i �_ / �- - -.v 51LT FENCE -"-�-- - - _�
\ / / / / r I9 <p4 - - "\ *\- - - _ - �- -- - �- "OUTSET 2f3 r J r - _
\ �! -- - \ _ _ f -- - �i
// / / / /i' ! ' `- 6 •ILT FENCE ! `\ ti. I �_ _ r - - - j/� 1
PAULA BUIE HAMILTflN / S / / !44 - !/ I - - -\.-. .� OUTLET #7. - �,' . ` L - - ' _ --- ---- - -Y 1 - { /-
_ _ :_
�� 4 1 _.. _ : . - .. D 0.32 AC . _ / _ -
PARCEL: 051-381 12 � / / I ,, - - o J
PB C, PG 103 / / / I ;' .. �- / ; _ ..- �S - ;. -- s� I ;' ` -- --- - -. --- -- -- ---- /' 3� �. --_ - - ++� - - _- _` 1- .
[{ (`
/� ;� -
/ ! % / i o- '� - - 1 '. `_ - CH£CKDAM TYP
_
% E QQ - .-- -. - -
_..
. SILT' FENC / .--.. - - s - :. ��
�� ( )
/ d. \ I f
\�- (PER TWLD.S 513.i j t�4� -
/ 1 __ -- _/a OUTLET.B f y' ! / ` -sc / / i /_ r - -- - -
/- -% h Tp-1_��/rr % ! cy f3A: b.34 AC 1 \ `• -/ �►�'�■ - f r -
!♦ ry �' // /� / - � 1` h i l�__ - // ;, _ \ :- \ TEMPORARY DIIIERSIRN /� ..
�' // I/ S / '/ 47 �� / W1 \ - - _ . / , " \ �\ \ DITCH/BERM (TYP.) 1 - � / / / :off' - I
! / / /J o / . ` I + ' _ / �` \\ ` . -1 \ (PER -fWLDS 506.1) �!®' r I -- _ ---.. r - r \ \
/ SILT FENCE \ ` �i . - - , �� t 1 - - -- ; /. % ' j - -- - z W _ 1.. SILT FENCE
S / /� / OUTLET #5 TEMPORARY ROCK , ! .I , 1 r i - -- \, `. , . \ \, . -F * �. '=- - / % / / --- - - T `, i OUTLET #19
/ / �U� - DA: O..i B AC. CHECK DAM TYP. ! \ s- 4�*�.i�i _ • _ i / i - - - _ tDA: 0.02 AC
/ / / [PER ;TWLDS 5I 3.1 } i \` I` , l , `\�- -= '-� / i i _- - 4
TREE PROTECTION FENCE AND - - -
/ �E% r,, G / f - j ` ' \,'' 4" DOUBLE ROW OF HIGH ! r - r / __ _ _ �� ---1
' / / [i� / -- i , I + , . 1 , t\- HAZARD -SILT FENCE (TYP.} f .//;' l /' - %,
�' 1 / 1 = (PER TWLOS 601.1 8c 508.1) , / / / -- '' >_ ,_
,l / ' v_ n • �` � \ ---�� -- - ---_ f i •i % l // / � / r�0 '1 _ - - - -1
4 / / / / `9 STQNE; FILTER ; \ sF / / / '/ / ; /,• / / / �--1 -�_ !
/ / G // - / -^ EXISTING 4' CHAIN ; I ' ; I BERM I '. s, 4o s � /" / f // % ` / J- / /,, / ' - _ - I
/ / / / LINK FENCE TBR / t TS-2:24'! FL. XlHLEI Pl. r f , . , '. \ - \. e / / // % i /fJ / ' '\ \ - --- - _ - - ///fI = . I ee I - A®
/ . /-- - � - $LO.PEi DRAIN (TYP:) -..-....- / to S) / / // , 0 / 1 - f / -
/,- /�/ : = " / TEMPP RARY DIVERSION � i" . ! I \ 0� - _ - � ` - J � /- / /�03� � ` --/ I I , - f /. _ -, --
/ c'' / / Dl7CH/BERM : (i 1 P:} �f `� `� i .� s4 _ _ '// r / / - 1 - - / I / I �j --1
PEI� TVVLDS 506.1 • ` \ _ _ l / / / - I ! i / / / ! -
/ / ( } �` ~` �� 1 -�_ - -- .,J �� I / � f ! - I I � . • �� / / TEMPORARY DIVERSION
/ RIP -RAP APRON - --- - .•-.. - - , - -�_ - ' 1 ' /. i + I I ' . / DT2FI BERM TYP.
/ ' `' ti EXISTING POND 1 -. --. - - - / / / - }__ - !
a 1 TS-2 (TYP.}'. 4 ,1 - - - - _- -� / 1 / 'I > /i ./ ` r � " / / • I • / � PER TWLDS 06.
/ / Ql 1 v BANK (TYP-} - - ��' -- - . / / J I / / " - ( . 1)
/ / j (SEE JHEET EC-1 i) I I ! wo m �h'cp - - - - _ - - �// //'= I- '/ /- // / r/ - - / I - 1 / c ��-
S �� / / � 1 w' , 1 1S -- --, l _� - `- - / f'�II ,, - �/ , " / ` / % A� , / - - -R
i M > iew m -Mr = W " I M M M M 1 M sR'3s+ l a[n M aw �e�� �� dv aaa 3er'1 I Mi i®m om[ ifs ice[ ' = e - - - -
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SEE SHEET EC-3 SB-2 SEE SHEET EC-4
ALL CONSTRUCTION SHALL BE IN SEE SHEET EC-1.1: FOR
ACCORDANCE WITH THE CURRENT TOWN OF EROSION AND SEDIM
WAXHAW ENGINEERING DESIGN AND CONTROL DESIGN
CONSTRUCTION STANDARDS SUM MARY TABLES
(SEE SUMMARY TABLE
ON SHEET EC- 11)
- SILT FENCE AND TREE PROTECTION IS SHOW OFFSET FROM THE LIMITS
OF DISTURBANCE FOR CLARITY PURPOSES. SILT FENCE AND TREE
PROTECTION IS TO BE INSTALLED ADJACENT TO LIMITS OF D[STURBANC
GRAPHIC SCALE
D 20 4I0 80
IN IIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIt-
1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
M (4.:A�)A M 34"
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadarnsco.com
CLIENT ...�r. ._..
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
,[s15[[i (+[
- , I ? r
NL. I,
r
� �* ,` �Tj5 .,'Y rI
Q� ' •' .�
}v�
. �036289
�:
�y'�.NG1NV:E <,REVISIONS "N-11151011 �/; 1 5 /N
NO. DATE
1 07, 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
COU-15000
COU15000-EC1
MVD
AJ B
1"=40'
04- 1.7. 2019

vicl ... NO ITY MAP
N.T.S.
EROSION CONTROL LEGEND
•II1IIIi1IE SILT FENCE OUTLET
() INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
%11 d I
FILTER BERM
Uffio
CHECK DAM
-SF-SF-SF-
SILT FENCE
- TP -- TP --- TP
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
---•- SF/TP SF/TP -•---•
SILT FENCE/TREE PROTECTION
FENCE COMBINATION
WOODED AREA
__}+_►__O� __* __+
DIVERSION DITCH
.
��-._-,�,o�r,-pCP'u'�°�� 0r
�rrL',
���
�
� �cr or,a , C�u
j'
�!UL r7
° °
� _k)o r,
. CT ' J
CONSTRUCTION ENTRANCE/EXIT
or
.;ram
250
MAJOR CONTOUR
252
MINOR CONTOUR
----- 2�•C--------
EXISTING MAJOR CONTOUR
... -• - .-2�2--- - ---
EXISTING MINOR CONTOUR
DEMOLITION LEGEND
TREE OR OTHER VEGETATION
TREE
TO BE REMOVED
\--\--WIN-\--\Tip--\'-\ UNDERGROUND UTILITY
TO BE REMOVED
_.._._._.-'-._- __ _._._._--._W AREA TO BE REMOVED
.....'. (SIDEWALK, CURB AND GUTTER,
. " . . " . .. " . STRUCTURES, ASPHALT, CONCRETE
PAVING, ETC.)
NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES,
SEQUENCING AND SPECIFICATIONS.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FDR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HQW
FLATTER THAN 4:1
ZONES)
Know what's below.
Call before you dig.
PAULA BU€E HAMILTON
PARCEL: 051 •-381 •-OB"
PB B, PG 299A
APPROXIMATE LOCATION
OF' EXISTING WA r£RLINE
(TYP.)
EXISTING GAS
LINE (rYP.)
` EXISTING
MAILBOX
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/ , v/ , �I /- / ---Z . ; ' i I BERM . I I I i I !; , , \, • `\I
�,( // / / � / � t I FLExiBL P,lPE! ' •, . 1 \ \\ \` \ `\ I
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EXISTING GA rE - __ _ / / %' r- 4- / / '• -1 � _ I
VALVE AND ` ���y� E I�_ 12- / "I
l1 i.I i.�q w 1I •� - _ µ r
HYDRANT (TYP.) L/ a / RP TBR / I ` t I p F G� -
ENTRANCE: Y / __/s�� / \ ./ . /tor I' :.1. - _� - - - :-1
/N y' /� [o ' i TEMPORARY ROCK. r .
34'55'29.3"N 80'45'43.9"W �� ,-�' . r r --- -
- / / / i �� I r . y / 0 - / CHECK DAM. (TYP.), \ , t r ��r I I J
r' r ys cE Z _ (PER TWLDS' S13.1}. re�� / .1 ,
- ; - :r in`44-r / _-_ sue, 0,� - �;� 1 ry� t �,�/ , N -9 - - --I
XlSTING '/ / . / 14}v�`� - _- = t t 1 ry Cy r j I
MAILBOX /. // / i os _ _ �• 1 Ir 1 fo
TBR ' . �l I 7..� r ' J�.t- _ t l , h -/! / I
/ oa � ._-y - 1 , \ 1 1 ,RIP'RAP APRON' TS-1'
/ �� / / N' • ,7 . -,<r, L�$ - 1 / , • ` 1 I, I r,'(TYP.} (SEE SHEET EC-i 1) S SILT FENCE
/ �/ �m / -<, R TEMPORARY ROCK r m ! ; _I a 1. t f I : OUTLET 8 I
/ / \ / / / \; 'Q - , . ; [j / CHECK DAM (TYP.) 1 ,• i 11 ti r r1 i I . �' _ DA: 0.29 AC
% / % s . �'J (PER iINiDS 5i3.1} l ## t "'1; 1
r r / �- � -- -- i. o I I ' . I" t' � 5B-2� . . [ U
/ 1 r / - 1 >t ! r {SEE SUMMARY TABLE . 1• �-�__ I
I / EXISTING GRAVEL-;�... ii ! J : r f '•.I 6IV SHEET EC 11} �y-� EXISTING PQNU ("-
X // / ` 61, / �: DRIVE TBR) `� STABILi2ED CONSTREtCTI©N 1 -1 r �-� i { ,,''', E3ANK TYP.) I w
/ rY ` / ( 1 ENTRANCE (TYP.} rI _ .
/ ! % �\', SILT FENCE/ TREE PROTECT€ON (PER TWL05 514.1), I { i' '�
/ // _p. �' ` / ' r COMBINATION FENCE (TYP.) ' t :1 - I , \ I.. I \ \, i TREE PROTECTION FENCE AND
/ / �, ( `;' (PER TWLDS 507'1 8c 601.1) ,` MATTING OL STEEP. \.!
' . v I / i i DOUBLE ROW OF HIGH
/•` _� -A / t / / I ' i 1' HAZARD SILT FENCE (TYP.) w
/ , , 1' LONG SLOPES (TYP:) I v i ' I g (PER TWLDS so1.1 5D8.1) 7 w
,
�, /� °, �jf"c t+ / ' I (PER TWLDS 525.1] I I / f i BAFFLE (1YP.}, " `t i L�}
', ' ` t .r r _ � I r t ' •, / I
/ i +� / �' - J ; YYY / l • /r '' S tt r ' ,•iD' EMERGEi CYIE�,' I l ,/ / /
rCj, / TD 2 + I I / / t ; : SPILLWAY' ¢ / /
\tiy 'Cj j r / I TEMPORARY DIVERSION j f i i S1 AT 631,00' ! :�+ , �; RIP RAP APRON: / / / /iI
\ , 1 A` DITCH/BERG! (TYP.) it , k . tt / , t�� , . t • LENGTH: 5' / / / / /
PROPERTY LINE'� { } + 1 t /r I ` •' WIDTH: 3.5' ' / f i A
r,� \ LIMITS ©F PER iWLDS 508.1 = 1' STONE DIAMETER: 3" (yP.) �i - DISTURBANCE' l ` g
\\ "l1 ?(TYP.) \ } I } tl S I ' I THICKNESS: 9" r
\0� 1 1 v� : _ I, I 0, I . I is _ i I' I I I MATERIAL: CLASS A i
EXISTING CONCRETE \ I 1 \ . I t \\ S t ,- , ;
I
DRIVE (TYP.) '� \ 1 ! It ' t t , I I I f ��' i t t• 1 \38.5 LF`4j SCF.i
�!' GI l . t i j I I VC �*. 2.57.' i:';
S 1
EXISTING GRAVEL
DRIVE (TYP.)
EXISTING NON-EXCLUSIVE,
PERPETUAL, INGRESS ADN EGRESS
EASEMENT (DB 915, PG 857) (TYP,)
SILT FENCE AND TREE PROTECTION IS SHOW OFFSET FROM THE LIMITS
OF DISTURBANCE FOR CLARITY PURPOSES. SILT FENCE AND TREE
PROTECTION IS TO BE INSTALLED ADJACENT TO LIMITS OF DISTURBANCE
ALL CONSTRUCTION SHALL BE IN
SEE SHEET EC-11 FOR
ACCORDANCE WITH THE CURRENT TOWN Of
EROSION AND SEDIMENT
WAXHAW ENGINEERING DESIGN AND
CONTROL DESIGN
CONSTRUCTION STANDARDS
SUMMARY TABLES
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1 -800-6 32-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
\ , I �' , r i ' tt _ _ r ri i]IAA
YLIGFiT AT 68', i.
\c ` �: ��� 1 / 1f : i , I I i I I r t�` - �� ;I ; . ; SILT FENCE I i
, ,.I\. \, ..� :
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y, l w` �p I rI ���>r - l OUTLET f9
t +' dq + i I t DA: fl.14 AC
l\" I\ / I I �+ 1 ]It' l . 1= I
. , l / r I 2.5" SKIMMER' . 7� J\1 0
l f° _ ' NfITFI 2.25" .
- c I + ' � 'f ! I ORIFICE '•y '`, ' . 1 I; , i TREE PROTECTION FENCE AND
c , / I I , / , DOUBLE ROW OF HIGH
1�` - / �''
r r' AT INV.IN=629.'pO' ,
1 cp / / ' f - HAZARD SILT FENCE (TYP.) . • ,
1tom \• r r , l (PER TWLDS 601.1 & 5D8.1) TRACT 1 0
l �, , \. , l ,' .. PAULA BUIE HAMILTON 1
\o I r `r_ ` ti I U ,` �\ 1 �, ,16 PARCEL: 051--38D-10
G + ' i _ , �' •� 1 � `, r' i ' DES 198, PG 417 A
' �� (` _ .
n)I •I i a J �. TD-2 TOTAL AREA EXCLUSIVE
\; Jr 25, I t `'. P '• 'O TEMPORARY DIVERSION i3F DEED OVERLAP 1
`� \ ,{,c• u ' .\ , l ' �� BITCH/BERM (TYP.) 1,297,213 Sq.Ft. } •I 'P
/ /c` �' ' ', } (PER iWLDS 506.1 ) 29.78 Ages
1 �X u ,
G \ obi F ` v \ \ APPRO7CIMAT l \ i 1l�9 I I! I
1j� a \ \ LCJCATION'' OF 1 `
C�� ,\ F- v / ' . , , '1 }AR AK{TYP.] , . i I , I SILT FENCE I N I
r ,\ ,sue'"` O x m I �, 1 I �1 OUTLETifl
co t x�� Y \
t -n'.' 1 } I � DA: 0.13 AC ' { / � I \ `t {
/ I[ 1'1
V T I 1- 0 --- LIMITS of '
EXISTING 6' CHAIN ' ) \ i 1
DISTURBANCE
LINK FENCE WITH 1 ;c _ ' \ I \ (TYP.)
BARBED HIRE 1 !' , I I' ' I I
\ 1-{, L I ' I 3. I (. ` '' 11
C3 .. - : r / / r i / l ) ' ' I y`y. STONE FILTER �I
r / j I BERM
GARY A AND DIANA M t /
- I I ', i J TS-1: 18" SEE SHEET EC-9 ',�
SUMMERFIELD \ _ w' / / / r / / • I ( I '' • / j � FLEXIBLE PIPE FOR DAM BREACH
PARCEL: 051-3$010A 1 \ / I - :: SLOPE GRAIN (TYP.) PLANS
DB 4673, PG 008 �" (� J �_ - f - ) ` \ 1 ' , .
1 TEMPO RY,. ROCK 1 RIP -RAP APRON TS-1 I1
1, I ,. '
f `` CHECK DAi (TYP.} . `' ' {TYP.} (SEE SHEET EC-11)
�- t m \ I PER LDS 513.1 ' `.. _- - - - _ - ■
r
c y ` _ PROVIDE SLOPE - ._ _ - - - �' -
F � r MATTING ON ,STEEP ; jr ` , f.ti�Q- _-Z - ---- - - ♦. `�, \ �0,
TIME WARNER CABLE \• LdNG. SLOPES (TYP.) d - • - - \ - \ ` , l
SOUTHEAST LLC 1 _ (PER 'TWLDS 525:1) f _ _.... $. _ -_~ 1 r, \ ` \.
PARCEL: 051-380-108 r l `, -- -- _ ` ro \ \ ' \ ` `
DB 5862, PG 115 � ` , _ - ` ,
SILT FENCE/ TREE PROTECTION I , " 1 I ' c - , I `�� ` ti ` \ \
' COMBINATION FENCE (TYP.) r ` , I -- i11 -- ._ _-_ \ \ \
\• (PER ,TWLDS 507.1 & 601,1) ` � I • I ;-�-,- "- - \I , \
1 , '- `SBA ♦ \.\ \ \ \1
,,' TD- 7
r r \ \. -TEMPORARY DIVERSION'. \' +` (SEE UMIVIARY TABLE _ / o
I QP SHEET EC 11). 1 [s . -
- Y __ t_ .-x -k-- ---A r .. DITCH/BERM (TYP.) (PER ` I 1 -'_- ' ) I ,
iVlL65 506 1) ; '
__ - _._ _ w / f +/'. rt DAFFIrE (TYP:} - , I ' I I
` / r a :1 "
-, TREE 1 4 r X , ( a %r l
f I I ON + '� � � + \ 1 ' I
1 PROTECT{ } + r ! ; , ' 1 '\ j
` C / FENCE (TYP.) k� % I / rn L + i , \ LU
' f ! ' LIMITS OF _qy ; I w 5 PE MANENT {RISER i I ' \ I-"
' ++ DISTURBANCE -0 o 1- l m' STUCTURE. SEE g Lf] W
l sfi (TYP.) SF '- 5W' PLANS FaI?.' / ' l /G`
i \ \ E6 ' l " ` ❑ TAILED ,QESIGN.` / i' t \
\ ,
p I�r_
RQPERTY LINE \ � , \ ' I' Q7 '.' $EE 54V PLANS �� :
TYP. \ t7� �♦ �•S" / FQF�\THE' OUTFACL: • \ A w
( ) \.. \ ; N 1 PIPE DESIGN - \ ` \ I \ ,\ \ \ , \ -/ 1 �� INFQRMATIpN .., \ Li
GARY A AND D€ANA , , \ / 1' 6• y 1 9 \
M SUMMERFEELD ` i' I '' 1 l , \ 1 i
DB 5588, PG 4214 1 \ \ \ / f i I ,
\ 1 ATTACH 2"; SKEMMER WITH P EXISTING .
\ - / / 1: S �J l'.5 ORIFICE TO THE WETLANDS 11 I
\ \ '� / / 60 i� PERMANENT R}SER' STRUCTURE . (,7Y ,) . .
i` \ ` - % T f Ai/7N 09.0 [
_ / , r . . ---- I
\1 \ �, ' . / ; ; I , ' . \ f "��`,s o • j / ,'/ , - SILT; FENCE
\ �� .-' +i + o ; I f; - OUTLET #12J;r I
\ ` ♦ : _ rF / / p ;,' . '\ \' 1 I SILT FENCE, ' ' J DA:' 0 1.5 ACTREE PROTECTION FENCE AND
\\ "- -� ��- I ' "�- OUTLET �1 1 I ,f ' DOUBLE RON! OF HIGH
` \ - \ '' f �i :DA. 0.1 AC , / r HAZARD SILT FENCE (TYP.)
N \\ \ X \\1�% \ \k "I \ I 11\\%\, I \1_.� \\ _�1�\\. %., -% , , - % \, %, ._f� \. %I. \\_"% . ,".,, -I % %, % .I %6I %I��1, %I . , `.'% . , I\ I \%I. ..% ,. 1,.I II.%'%,.,%"1.-%\I II , �.%\,
-Z .I,�-: ,<I-- � _- _��-.11/' ,.� ..,_'-_:� ��,,_; II - I'-- I-- _." 5-. -_ _.I ... ,., , _. :. � -Z_I _, % . ,- - _ -. -A,,_._-_�-,,.,-b ,-.-� -5.--. �0,_-_.-. .-. . I. !­L_ ..-._;- _-, -_. . --_� " 7 - 1.- . .- �I, - ,"-_'%- I ,/ /_ I i 1,. \ // I�%,). . , /.'%I.I I � ,/-/ .I, ­
`. \ li ! `°. , s sE'F F'al \ aT' as °$ as �s �s - }-sus {PER TWLDS 601.1 Sc 508.1}
' 1 \ \ \ \\. • /. I / , J- -- - - -- - -• II; + 1 C✓ , / d 5,..�r1' Ti-�,+d17�5'35d --d5r • .i51 '-
3s7' TREE PRESERVATION B FFER _- --_ _-_ _ /7/ '
-- -- --- - - _-- --- -- 'L' = L_�=_- - - -I
- - - - " �= - - - - y _ - _ - - _ _ --� F=-
- -- - - -• __ - -
/ \ - - - - -- - _L -
- -- -- --.
� _ -
__� PROBER IY LINE \ - - _ _ -_-_ ___ - ___ i -- - : - - = , / • 1
-___ -- ,' 10D' vil `• EXISTING:,RICI[r QE 4VFlY-E£ =�'_-_-__-- -- - -_ - -_ - - -- - :�_
-•_ - _ {TYP.} iSEi180A AIR. LINE R41L AY-CCr -RtG FF "Dl _ _ __ _ _ - _ _ __ _ _ _ _ __ -- - -_ _
r_ _.-.. -.- .. -- = - -� --- - , - - -- - _ -- --
-- -
VAY Ni]... TRACT %M�II'- RIGL F -OF::- AY - -� ` - - •- -_ - - -� -• �_ -=-. - - - -. - .- - 9. _ _. - - - -- -_- -- -_•_ - � - =, 2-- --
- -
J �
- - - -
- - - - - - - GRANTE�PEf��13=1-9 -1?0 -7-1- PErZ R.$=_.=- = -- - - i- = .:-Y-.: __ _ --- ...- -1z
- - - .. -.-- - .. - - - _ - -
--- - - - - - - - - - -- - -
- - �- -- 2Q - PG:-7.19 :[CliJ101\f.. EOLJNTY=fZi GfSTER=:OF- - •_�__-_�- - .-- 0_- - _ .- - -
EXISTING TRAIN -- - _-- --- --
-- - -
- _ _ �_
DEEDS} - - - - ..._ _ _... - - - - - -
TRACKS (TYP.) - - _ _= -- -..._ - - -- -... - - _ _.:
1-i F-Fri I-Li-rf-f ]-F-E l r-i--} i I-i i i-F } L 1 F- i i-FF f-i r}-�I-�I-r r}-} L i f i i -r-g-F 1 1-;-1 I�'1 i-]-4-+--i--i-•F--H•-r-•i-F•-r--F-•i---r-t--• +-i-i-=r•i--�I• i--i•'-L-•'-4--=r-1-4-f�---1----•i--#-i• ��4-�;`-E•--1•-F-I--'r-H-I- i-r--I--1•-:4-f-i--•i-•1-- z'•-1-'--4--'- 'r-[, iF- -1----r'- -
H-4-r-1-H--I--r1-�-i-i-1--r-++;-•--1•-r-I--Fi-r`r i-ri--i--I-•€--H-1•-I--f-4-i- --•N- -I-+-4 +-'r-F4-F F rLi-F-#,-4-•k-�-I--1--1-4--11-+-r'-t--i4- L44--4-+-I--•i-4•+ r-i-1-•i--i•-'r-;-F 1-4--14-i-4-4--L-r-1-4-i-'r-{-•i--i--f--F-i4-i• Ir-•F-F+-}4-4--1-i-F• -}--s+-F-I-1_4_4--1-4--'-+4-#--H--r'-I-•3 ++I
- --_ ......--- - - -- --
--s`-t--r-7`-`{ --F '-i--•}`-i`-'r-i---i�-t-i-H-i--H--F-H--i--i r-i i ;1--'-H-c-i-•e--i--i--H---r-H-i-c-•'r--i•--I-i-f-I--1-}--1-i-I--i-- l-i-i•--1•-t--F-F-i--}-F-•i•-•H-r-++-F-F+-i--i-F--F-�-r-1-1-'r-+-F 1 ! +-T-1--i-i--`r--i--}-$ -H--F-'-�-ri--F•••i---•i--1-4-i-•i--i ----] } 1 F-i•-•i-'� -•f- l--r•-i -i--�--`r-�--h-1-•-#-i-`•--H,-f 'i-•1-•r-i i-�
i- -I-i� 4-i • i -'r-i i }-i-1 i 1-i- 'r i - -r i e 1-i 'r i-H i F i �r`-F--i--F-i-•1-F`i-7L-r•-F-II- i 1 + `i--•6--i [- F-�• !_ F [_ _r--1•-i_'F I--}-•i- I _F_i . _F- �I r i 7�-F F-i F -i i F-F-F i I i F-i-1- i r -f f -f i 1-1-i-f-1 Fl-i-; -F rF 1-r i-h -1-1 1-F#-i-i-1 L E-i i-s- -T F-1- F-i-i _i }_i F-1-
GRAPHIC SCALE
0 20 40 80
I inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
MCAI)AMS
The Jahn R. McAdams Company, (nc.
343i] Toringcion Vllay
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
REVISIONS
NO, DATE
1 07. 24, 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO. COU-150D0
FILENAME COU15000-EC1
CHECKED BY MVD
DRAWN BY AJB
SCALE 1'-40'
DATE 04. 17. 2019
EROSION AND SEDIMENT
CONTROL PLAN
STAGE 1-WEST
EC-3

VICINITY MAP I
N.T.S.
SHEET BEY
0
EROSION CONTROL LEGEND
11IR11i111 SILT FENCE OUTLET
--SF- SF- SF-
TP -•--- TP - TP ----
LD LD
- SF/TP SF/TP --
��__Ik __O� -11*
0
a`p(ov[}o°°for.
rJc ,t�° Q� o 1 1or., .),. .a h]
250
252
.....I.--- ---250-----------
-.... - - ... 2 5 2- - -- --- ----
DEMOLITION LEGEND
TREE
N \ 1szIL\-N-"Nq,N-\-\
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
CHECK DAM
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
SILT FENCE/TREE PROTECTION
FENCE COMBINATION
WOODED AREA
DIVERSION DITCH
CONSTRUCTION ENTRANCE/EXIT
MAJOR CONTOUR
MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
TREE OR OTHER VEGETATION
70 BE REMOVED
UNDERGROUND UTILITY
TO BE REMOVED
..--.-... AREA TO BE REMOVED
(SIDEWALK, CURB AND GUTTER,
STRUCTURES, ASPHALT, CONCRETE
--..__ PAVING, ETC.)
NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES,
SEQUENCING AND SPECIFICATIONS.
Know what's below.
CcIl I before you dig.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 2.1, 14 DAYS
ARE ALLOWED
SLOPES 3.1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HRW
FLATTER THAN 4:1
ZONES)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SEE SHEET EC-2
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1 OUTLET J�14 7s-3: �18" 1 \ - f . ; I ; I / / ' �^ (TYP.)
1 I I ! o; D, O.D2 AC FLEXIBLE PIKE 1 �' - -- / 1 . 1 I ~I 1 , t }s{ SLOPE DRAIR (TY�.) ' \% i __ / / / I
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fi l s / ( TEMPORARY ROCK DA OUTLET 0 65 AO - `
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t \ /� S5 i CHECK ,oAnn' (TYP-) I 4 Sq.Ft. /� , I .I , , 1
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WETLANDS. ! sp I 1 ` I11 1
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i , 5 SILT FENCE/ TREE PROTECTION �, ' �� 9 / / r / / I /' I I '
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/ . / n I DA: fl.15 AC ,' / / / / i / ! I/ / ` l i , / / ! . ` v,
SILT FENCE / / / r o / s / .
OUTLET # 1 rn ' o / ! a ' / , / / % % 1p.\ t n \ / . I
ai ds �m - d �s °� -�- a jai �s -°3 js �s - 5;s - a��s '- s `' \ I I I
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',:I / % // / I TREE;'PROTECTION FENCE�AND PROPERTY LINE .. 1 1 - - i 1 1
�' 1 13 UBLE 'ROW bF HIGH ( 1 i I
1 -- _ ` - / / I , I - (TYP-) -_ / / I 1'
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_. .
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EXISTING 3'WX4'H DEEDS)
ARCH BLOCK CULVERT
INV: 592-43
ALL CONSTRUCTION SHALL BE IN SEE SHEET EC-11 FOR SILT FENCE AND TREE PROTECTION IS SHOW OFFSET
ACCORDANCE WITH THE CURRENT TOWN OF EROSION AND SEDIMENT FROM THE LIMITS OF DISTURBANCE FOR CLARITY
WAXHAW ENGINEERING DESIGN AND CONTROL DESIGN PURPOSES. SILT FENCE AND TREE PROTECTION IS TO BE
CONSTRUCTION STANDARDS SUMMARY TABLES INSTALLED ADJACENT TO LIMITS OF DISTURBANCE.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
The Sohn R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
WWw.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
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REVISIONS
NO. DATE
1 07. 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-EC1
CHECKED BY
MVD
DRAWN BY
AI B
SCALE
1"=40`
DATE
04. 17. 2019
SHEET

VICINITY MAP I
N.T.S.
GRADING LEGEND
FLARED END SECTION
ENDWALL SECTION
1® CATCI-I BASIN
®
DROP INLET
STORM SERVICE INLET
■
STORM SERVICE ROOF --DRAIN
0
JUNCTION BOX
-
DRAINAGE FLOW ARROW
N
LINE BREAK SYMBOL
250.J �
- -
250.u{i
TOP 8c BOTTOM C F V
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TIN: =223-GD
TOP OF WALL ELEVATION
3;"1=213-0 --
BOTTOM OF WALL EI.FV -11ON
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NO F WALL FOUNDATION)
+ 25-0.60
SPOT ELEVATION
STORM DRAINAGE
- - - -
STORM SERVICE LINO
— RD --- RD RD
ROOF DRAIN, 8" ADS
NON -PERFORATED TUBING OR
EQUAL 1.0% MIN- SLOPE 3' MIN.
COVER PVC SCHEDULE: '1-O IN
TRAFFIC AREAS
— TP —TP — TP -
TREE PROTECTION FENCE
LID LD- -
LIMITS OF DISTURBANCE
iLh�l
WOODED AREA
.J 2r 0
A [ P A J)R CONTOUR
252 _
MINOR CONTOUR
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77
LPL
EXISTING MINOR CONTOUR
EASEMENT f LINE
Know what's belOW.
CcIll before you dig.
CATAWBA RIVER BASIN
DISTURBED AREA = 22.44 AC.
BILLY JOE B1GHAM ,
PARCEL: 051-380-097
DB 1767, PC 607
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PARCEL: 051-381-18 1
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PAULA BUIE HAMILTON
`PARCEL: 051-361-17
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PAULA BUIE HAMILTON
PARCEL: 051-381-•16
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PARCEL: 051-381-14 �► Q�3 r /r' 4 _\
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PARCEL: 051-331 11 1_IN , T : r-jJ ` / �,; C O;,','•: ~ i :'
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PB C. PG 703
A/�ANSFIELD PLACE_ N. 17W/�3'.c%2�
(53'�WIDE PUBLIC RIW)
60,
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PARCEL: 051-381-10
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ALL CONSTRUCTION SHALL BE IN SEE SHEET EC-11 FOR
ACCORDANCE WITH THE CURRENTTOWN OF EROSION AND SEDIMEN'
WAXHAW ENGINEERING DESIGN AND CONTROL DESIGN
CONSTRUCTION STANDARDS SUMMARY TABLES
CONTRACTOR SHALL NOTIFY "NC811" (811) CR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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SULiMERFIELD SCM ' F{ ' sr � ,� •
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PARCEL: 051-380-36
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13pIj +0 051-380-34
DB 6770, PC 628
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GROUND STABILIZATION
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STABIIIZATIO,N 71M-
DESCRIPTION
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(HOW) ZONES
7 DAYS
NUNS
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THAN 3:1
7 DAYS
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THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTF R
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT 1"OR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLAFrER THAN 4.1
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— HEIRS OF MARY
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PROPERTY I -
PARCEL: 057-3$0-12
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DB 211, PG 251
DB 185, PO 690
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WIFE M DiANE B
PARCEL: 051-380•-12A
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PRESERVATION B: FER
100' 11I0C R:G.'i f Oi INAY PER S 7,%130AA) A':2 L: N E:
RAI-NAY Cr;- R11,11i Oc 'YJAY AND TRACK .',1AP MFIT 0=
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EXISTIN;; IRA:-N ^ -
IRACKS (TYf . )
EXISTING
- WAX H AW H WY
(N.0 HWY 75)
(60' WIDE RIGHT OF WAY DB 6924, PG 554)
EROSION CONTROL LEGEND
illlllllll
SILL- FENCE OUTLET
INLET PROTECTION
INLET PRO fECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
6
'a` . CHECK DAM
SF -SF -SF SIt.f FENCE
- TP 7P TP -- TREE PRO I ECTION FENCE
LD--•••--_•-LU - LIMITS 01= DISTURBANCE
"a-
N
25d
WOODED AREA
DIVERSION DITCH
CON
STRUCTION ON ENIRANC'' EX 1'
� 1
MAJOR CONTOUR
MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISITNG MINOR CONTOUR
GRAPHIC SCALE
0 Sa 10[5 --- -200
1 inch = 100 {t.
J
McADN A M cS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
L�1L, f
36289 4
R.F: � p,NA
77�y
REVISIONS
NO. RATE
1 07, 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO. COU-15000
FILENAME COU15000-OAEC2
CHECKED BY MVD
DRAWN BY AJB
SCALE 111=100,
DATE 04. 17. 2019
SHEET
EROSION AND SEDIMENT
CONTROL PLAN
STAGE II - OVERALL
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
.v -
_ EAL
036289
f% ' %Jko i �i....¢' • 4f
R. VAS %
rrrrer � ��Iji+.,
REVISIONS ! %%
NO, DATE
1 07.24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-EC2
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=40'
DATE
04. 17. 2019
SHEET

VICINITY MAP
N.T.S.
GRADING LEGEND
®
FLARED END SECTION
ENDWALL SECTION
®
CATCH BASIN
®
DROP INLET
STORM SERVICE INLET
a
STORM SERVICE ROOF -DRAIN
JUNCTION BOX
- —
DRAINAGE FLOW ARROW
r.�
LINE BREAK SYMBOL
250.0
250.00
TOP & BOTTOM CURB ELEVATIONS
TW= 2.2100
TOP OF WALL ELEVATION
BW=21100
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
_F 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
-- RD-- RD-- RD--
ROOF DRAIN, 8" ADS
NON -PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MfN.
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
-- TP — TP -- TP --
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
- -----210-----•---
-- EXISTING MAJOR CONTOUR
--- ----5 ----
EXISTING MINOR CONTOUR
EASEMENT LINE
EROSION CONTROL LEGEND
Ill�IIiII'
SILT FENCE OUTLET
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
_
CHECK DAM
—SF —SF —SF—
SILT FENCE
— TP — TP —TP —
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
-- SF/TP SF/TP —
SILT FENCE/TREE PROTECTION
WOODED AREA
__+——E1 DIVERSION DITCH
y�;�! CONSTRUCTION ENTRANCE/EXIT
Know what's below,
Call before you dig.
SILT FENCE/ TREE PROTECTION
COMBINATION FENCE (TYP,)
(PER TWLDS 507.1 & 601.11)
r a sa,� � MW
` / • // /
` APPROXIMATE LOCATION
.—
Of EXISTING Y1ERLlNE f u
r I
/
/
(TYP.)
EXISTING GAS
PAULA BUIE HAMICTON LIFE (TYP.)
PARCEL; 051-381-08�
PB $, PG 299A
Its
r _ L
VALVE SNAND GATE T_ - /% / / �
L
/
LIMITV OF
HYDRANT (TYP,)
t
l � /
/ I RB A
r NCE
P.
SEE SHEET EC-6
.fin Via.. � � ■
I
7 ;ri.�e�nsor�sreE��� -
K
04
�6.3q 6J2 S 6'a I �S / � [.�iid?� .• 5:..:� �s�� �y: �+ �i.
54 , 54442-f, .,•i.
o �=
1 r-
1 -
PP,D'8470 SHEET KEY
+ NTS
ALL CONSTRUCTION SHALL BE IN -- - - -- - -- _ _ _ _ _ .� � - - W _ W _ - � ^ --•� : _ f �, _ m � , ��' -- � •�• `•-- _ �; �,��
ACCORDANCE WITH THE CURRENT TOWN OF - w = -
WAXHAW ENGINEERING DESIGN AND SEE EROSION CONTROL - - - PROPERTY LIIJE 1 - -- =
� r
(TYP.) .' �100 WIDE RlGhl f �]F WAY PER •SEABOARD 0
CONSTRUCTION STANDARDS NOTES ON SHEET C-7 _- -- -- - - _--. -- IAIR LINE, RAILWAY CO. R1G1{T-0E-WAY-AND�
I TRACK; "MAP RIGHT ...O-WA1��2ANTF�-PE_R - -- - - - -- --
_..._ - --
EXISTING TRAIN -
-------------
- - -- -- - -- D8 7 9; _P_C..- T12: -PER .D8 _20;�G _%19
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
UNION COUNTY RLGISTEP, -OF -DEEDS}
-- - ----
TRACKS (T'(P.) - -
i'+ -i -r i r F i- f-r-i F-1-�I #-i `r -i-F r r-i -f- i E - - ! r i i -I i-1-I -r-F-H € 'rl --i-'r�-'r r i -'r� F-l- l -1 -{ 3-tr r �, - ' 1 I�- __� _� L-s _r �_u_�� _ _ o I I - - - - -... -- - . .
. . . . . . . . . _ _ _ , - - I
-�--�: -�_r_;--�--f--f-�;��-r--�--Y--;--I"-I-f-•-I��-•�--�-•E--;--�f--�-•�-�-�•-�-I�-I--�t-I--I--I--�-I-
:
McA-D,AMS
The John R. McAdams Company, Inc.
343
0 Torin rion Wa
y
Y
Suite 11
0
Charlotte, NC 28277
phone [phone]
fax 919, 361. 2269
license number: C-0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
. •.. ..••o
.,,�
R. FFlil1��VAN
REVISIONS
NO. DATE
1 07. 24. 2019 15T ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
CO€J15000-EC2
uHECKED BY
MVD
DRAWN BY
AJB.
KALE
111=40'
)ATE
04. 17, 2019
SHEET

VICINITY MAP_
N.T.S.
N
SHEET
NM
EROSION CONTROL LEGEND
lllllllll'
SILT FENCE OUTLET
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
F
FILTER BERM
CHECK DAM
—SF —SF —SF—
SILT FENCE
— TP TP -- TP —
TREE PROTECTION FENCE
L6 LD
LIMITS OF DISTURBANCE
— SF/TP SF/TP —
SILT FENCE/TREE PROTECTION
FENCE COMBINATION
WOODED AREA
�����►
DIVERSION DITCH
C, °�
a
CONSTRUCTION ENTRANCE/EXIT
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-890-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EXISTING 3'WX4'H
ARCH BLOCK CULVERT
INV: 592.43
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN OF SEE EROSION CONTROL
WAXHAW ENGINEERING DESIGN AND NOTES ON SHEET C-1
CONSTRUCTION STANDARDS
NIcADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
BROADST€tEET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
1 :` j'S HL.
�� 5289�.
•
c R. VAS �.
REVISIONS 1 ``
NO. DATE
1 07. 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-EC2
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=401
DATE
04.17.2019
SHEET

Channel installation Detail
Channel installation Instructions:
1. Dig a G" by6" trerrcl, both up -slope, dawn-siope, and along the top side of the charnnef.
Prepare the slope soil surface (rakrog, saeding and fertilfaing). Note, if used with
5tormtvater discharge, place the up -slope trencli at fhe face of the discharge structure
footer.
2. Begirt by placing the center blanket a mrnirnum of 12" down -slope of the up -slope trench.
Secure the blanket at tl re bO t EG'lir of the trench with staples placed 12" apart. Backfill and
compact the trench. Apply seed and fold the blanket over soil, secure with a row of
5 taples placed 12" apart across the width of the blanket (See Diagram A),
1 Roll the blanket verticallydown the siope. Secure using the appropriate staple pattern
bellow, specified by slope" {See 5taple Patterns}
4. Con Unue placing blankets up the slopes ❑tr both sides, with a irrin rrr, um 4" overlapping
(Diagram fi), and securing eacli blanket in the beginning trench (Dragram A)"
5. Additional horizontal blanke is ran be joined using a minlm tem 4" overlaplpne or shingle
style fn the direction of water flow. Connect the blankets by placing staples approximately
5" apart across the width of the blankets. (Diagram Q
6, For maximum performance a check 5fot 5huuld be placed at 25'-4 O' intervals" Place a row
of staples 4"apart atang the alitrre width of the channel. A second row should be placed
4" below in a staggered pattern" (Uragram Uf
7. The end of the blanket must be secured it a G"x 6" trench by a raw or staples placed at
I2"intervals. {Diagram e)
8. At the top edge Of the side siope, fasten fire blanket it] a G" x 6" trer,cif will, staples
placed at .I2" intervals" lnsrall an additiotial row of staples 1'-D" down slope of the trench
along the width of the fabric. {Diagram F}
Slope Installation Detail
Slope installation Guidelines:
These guidelines are recommendations only. An y questions with the installation should be
confirmed with your total distributor.
1. Dig a 6"try 6" trench both up -slope and down -slope of tine area the matling is to be
applied. Prepare the slope soil surface (raking, seeding and fertillzingl"
2. Begin by placing the blanket a minimum of 12" down -slope of the up -slope trench" 5ecol
the blanket at the bottom of the trench with staples laced 12" apart. BacklIIf at rd
compact the trench. Apply seed and (old the blanket over soil, secure with a row of
staples placed 12" apart acros5 the width of the btanke r. (See Oiaeram A)
3. Roll the blanket vertically down ti,e slope. Secure using the appropriate staple pattern
belovi, specified by slope. (See 5tapte Patterns)
4" Parallel blanket s must be overlapped by a minimum of 4 ", and secured with a row of
staples placedapproximarely X-O' apart. (See Diagran, e)
5- Additional vertical blankets can be joined using a n, from urn 4" overlapping orshingle style
(.See Diagrams Q in the direction of water flow. Connect the blankets by placing staples
approxinra telly 12" apart across the width of tire blankets.
6- For maxim un, performance a check Slot situuld be plated at 25'l rvals. Place a row
of staples 4" apart along the entire width of the slope" A secon d row sh ou ld be pla ced 4"
belowin a staggered pattern. Then continue with 8erferal ins tailation. (See Diagrams D)
7. The end of blanket must be secured in a 6,, x l trench with a row of staples pieced at 12"
intervals" {Diagram e)
Staple Patterns:
-_ _ I
......"...."...
"....... "... ".... ".. .
_..
,.
..�
........... ..............._ _
........"...
.."....... . `
._:a=_:.._.. 4 I
..."....... 1}�- -i
DIAGRAM O DIAGRAM d DIAGRAM O DIAGRAM O
X
U -slope Trench Installation Detail_(D_i_agram A}
' 0.75taples/yd, 12staples/yd2
4:1 SLOPES 3:1 SLOPES
I2" nnmir.runn
_ [iVFit1AP STA NiFS tU
ar PLA ClED I'
GIUtURU i7NCENYEH CQNT)3N 2, i
- y I
p,sTURHFt7 CC7NTROL
.... ,. ...... ... 54OPE ; - MATrN (( �n 4• x `� X X
tF-
� �, curnvAcrea --- 20^
SACNFU - _ �r X X X X
TRENCH! 5rA PIES rU .er ^ ` X
93 PLACL.01' 12"MrIJ7fY1UM ",.v:. Y 3'-i •-� i--IU"
ON CFN rEIf '�[`VJr, ^ ❑EPIACEO1' aVEFtLAP ry X f [ `. X
Ste 1 A UNCE urEu Ste 2 ]�
1,75 staples/ydl 3.8 stap les/yd'
2:1 SLOPES 1:1 SLOPES
Down -slope Trench installation Detail [Diagram 0
,.. ERO51UN ERps1Q,V 2' !
., MATFING MA it 4 TX X x 4 X X x
STAKES rU L I -�I2G" I� _� 2U'•��
.... :.... ..-.. £iE PLA CFi7 I' x x x x x x x
4 C'FNT_ CQr�PACTEU X X X � X X X "'
BACKFILL ��� 10"
.�� X X X
G"r6'
rkenc+r 3.5 staples/yd, 3.8 staples/yd'
IVIED. to HIGH HIGH FLOW
Sf p 11 5t� ep 2 FLOW C14ANNEL CHANNEL
V
J�
_ C0At21 Proud Member of:
erasion control ion Con{raty
e
443 Bricker RoadRoadBernVille, PA 19SQ6 1f= A s_L NIMS
Toll Free: 1-800-582-4005 * Phone.- [phone] * Fax: [phone] xrielirrnrtvxat.
.� _ ---- -------------------- .......... ... ._.._..--.............-
!,- +Y�
•��r�7 Proud Member and Participant of:
" www.eastcoasterosion.corn
1 �-^� 443 Bricker Road Bernville, PA 19506 s �� 1F_4I A �cot,,gL
ZA T coA s -F 1.800.582.4005 +1.610.488.8496 Fax [phone] y
lNT5011 lf,NAL
?�
�.
REAM �srgzr�2-�3aNi
ECG-3TIll Coconut Turf Reinforcement Mat
The ECC-3'"' is made with uniformly distributed 100% coconut fiber and three polypropylene nets securely sewn together with UV stabilized thread. The tightly
compressed blankets are wrapped and include a product label, code and installation guide. The blankets are palletized for easy transportation.
The ECC-3'" is a permanent turf reinforcement mat and is suitable for 1:1 slopes and high -flow channels.
: i ' ,h ' .r�s+F•E., "rky Win'' � -� .�. ` . ;.. '.±� � .,� ` . qc� -
100% Coconut 4
a: i' •titi sJ'i%>; ... � 9'�, c... _ . '.%. -. 4��. . ,+�•y�'.' {. :.Y•,. S ,� •- Y - - . 'S.'r.
Top: Medium weight 84 PMSF UV Stabilized Polypropylene Black
Middle: Heavyweight 244 PMSF UV Stabilized Polypropylene
Bottom: Medium weight 8# PMSF UV Stabilized Polypropylene
05. x 1115" 0,4" x 0,5" 0.5" x 0.5"
UV Stabilized Thread
Width:
8 ft
2.4 m
4 ft 1.2 in 16 it 4.9 m
Length:
112.5 ft
34.3 rn
225 ft 68.6 rn 112.5 ft 34.3 m
Weight:
92 Ibs
41.7 kg
92 lbs 41.7 kg 184 Ibs 83.5 kg
Area:
100 yd2
83.6 mL
100 yd1 83.6 m2 200 yd2 167.2 m'
#/Pallet;
9
4 9
`Weight at time of manufacturing within
specified tolerances.
Property
Test Method
Typical
Test Method Parameters Results
Mass/Unit Area
ASTM D6566
13.25 oz/yd2
449.2 g/m2
50mtn {tin} / hr-30 min SLR""°=7.70
Thickness
ASTM D6525
0.34 in
8.64 mm
ECTC Method 2 Rainfall 100.mm. (4in) / hr-30 min SLR**=10.43
Tensile 5trength-MO
ASTM D6818
802 lb/ft
11.70 kN/m
150mm (6in] / hr-30 min SLR"*=14.18
Elongation -MD
ASTM D6818
25 Vo
ECTC Method 3. Shear Resistance Shear at .50 in soil loss 3.13 Ib/Ftz
Tensile Strength-TD
ASTM D6818
643 lb/ft
9.38 kN/m
ECTC Method 4 Germination Topsoil; Fescue; 21 day incubation 364 %
Elongation -TIE)
ASTM D6818
15.7 %
°bench scale tests should not be used for design purposes.
Light Penetration
ASTM 06567
14 X.
**Soil Loss Ratio=Soil Loss Bare Soil/Soil Loss with RECP=1/C-Factor
❑ensity / Specific Gravity
ASTM D792
0.888 g/cm3
■."The preceding test data excerpts were reproduced with the permission
Water Absorption
ASTM D1117
113 %
of AASHT0, however, this does not constitute endorsement or approval of
product, material or device by AASHTO
Resiliency
ASTM U6524
N/A %the
UV Resistance
ASTM D4355
98 °r'0
1000 hours
*May differ depending upon raw material variations
!-=io e' y .
x
. ^,. �1y .. ' , ht� p -y
r •r -. _ i . 9 - 12 DI
Property
Test Method
Value
Property Test Method Value
C-Factors
ASTM
D6459
0.00 :
Unvegetated 5hear Stress ASTM D 6460 3.20 Ibs/ftz 153.22 Pa
Slope Length (Q
s 3:1
3:1-2:1
? 24 .
Unvegetated Velocity. .. ASTM D 6460 11.5 ft/s 3.51 m/s
c 50 ft (15 m)
0.001
0,007
0.047.
Vegetated Shear Stress ASTM D 6460 12.0 Ibs/ft2 574.56 . Pa
50 ft -100 ft
0.008
0.015
0,069
Vegetated velocity A5TM D 6460 25.0 ft/s 7.62 m/s
>100 ft (30 m)
0.027
0.05D
0.089
Manning's N (Value Represents a Rarrge�-^-
"`Large -Scale Results obtained by 3"�6Party.GAI,Accredited.,independent
{ Large -Scale Results obtained
a
by 31Party
GAI Accredited Independent Laboratory
r n=,'r•+,-_
Laboratory:a g.-
BREACH / DIVERSION NOTES
1. PROPOSED CUT SLOPES FOR THE TEMPORARY BREACH OF THE DAM ARE SHOWN AT 3(H):1(V). ALL OSHA REQUIREMENTS FOR EXCAVATIONS
(SHORING, DEPTH, ETC.) ARE THE RESPONSIBILITY OF THE CONTRACTOR. IF REQUIRED, THE CONTRACTOR SHALL PROVIDE A EXCAVATION PLAN TO BE
SEALED BY A NC PE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IF A EXCAVATION PLAN IS REQUIRED. ECOENGINEERING AND
THE JOHN R. MCADAMS COMPANY ASSUME NO RESPONSIBILITY FOR ANY EXCAVATION DESIGN RELATED TO SAFETY OR OSHA REQUIREMENTS.
2. ALL CONSTRUCTION ACTIVITIES RELATED TO THE EXISTING OR PROPOSED DAM EMBANKMENT ARE TO BE COORDINATED WITH THE ON -SITE
GEOTECHNICAL ENGINEER. ANY REQUIREMENTS FOR SLOPING, BENCHING OF CUT SLOPES, BENCHING OF EXISTING AND PROPOSED FILL, COMPACTION,
TESTING, AND CERTIFICATION ARE TO BE REVIEWED BY THE ON -SITE GEOTECHNICAL ENGINEER AS PART OF THE DESIGN AND CONSTRUCTION PROCESS.
3. THE TEMPORARY CONSTRUCTION DIVERSION CHANNEL SHOWN IS DESGNED FOR A 10-YEAR STORM EVENT. THE PHASING AND SEQUENCE OF
INSTALLATION OF THE SEDIMENT AND EROSION CONTROL MEASURES 15 THE RESPONSIBILITY OF THE CONTRACTOR FOR AVOIDING OFF -SITE SEDIMENT
AND PROVIDING A CONSTANT TEMPORARY CHANNEL SECTION THROUGH THE WORK AREA. IF NEEDED, TEMPORARY PUMPING OF DAY -TO --DAY BASE
FLOWS OR TEMPORARY FOUNDATION DEWATERING PUMPING WILL BE REQUIRED FROM THE WORK AREA. THE TEMPORARY DIVERSION CHANNEL ON
THESE PLANS IS INTENDED TO SERVE AS A DIVERSION FOR LARGER STORM EVENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A
SAFE WORK ENVIRONMENT AND PROTECT EQUIPMENT FROM FLOODING DAMAGE OR LOSS.
DIVERSION CHANNEL
EASTCOAST EROSION BLANKETS ECC-3
COCONUT TURF REINFORCEMENT EROSION
CONTROL MAT OR ENGINEER APPROVED
EQUIVALENT (SEE DETAIL)
48"0 RCP SPILLWAY BARREL BOTTOM WIDTH 5'
DEPTH = 2'
CONCRETE CRADLE SIDE SLOPES = 2:1
i SEE INSTALL>SPIS SHE
- 3 --=
�1 _--
i
I I -
I
i
I
5.0' 5.8 10.0' 5.0, 5.0'
4.0'
--------------
BREACH SEQUON AA
N.T.S.
l ti SUBMERGED POND --.
1 i GRADING NOT SHOWN
+1 l
I I
I I
I I I I
I
ti �­F - TO TIE iNTO
1 _ ` EXISTING GRADE
C10U0Lr_ SILT FENCE ON
BOTH SIDES OF CHANNEL
OFFSET APPROXIMATELY 5 FT
GENERAL NOTES
t. AFTER INSTALLATION OF ALL. EROSION AND SEDIMENT CONTROL
MEASURES, CONTRACTOR SHALL DRAIN THE EXISTING LAKE AS
DESCRIBED ON SHEET PD-1. THE LAKE SHALL BE FULLY DRAINED
IN A MANNER TO AVOID OFF -SITE SEDIMENT BEFORE BREACHING THE
DAM.
2. UNDER THE SUPERVISION AND DIRECTION OF THE ON -SITE
GEOTECHNICAL ENGINEER, BREACH THE DAM EMBANKMENT IN
PREPARATION FOR THE NEW SPILLWAY SYSTEM AS SHOWN ON
SHEETS PD-1, PD-2, AND PD-3. NOTE THAT THE PROPOSED
GRADING PLANS SHOWN ON SHEETS EC-6, EC-7, AND EC-8 ARE A
GENERAL RECOMMENDATION AND MAY VARY FROM THE FINAL
DIMENSIONS, ELEVATIONS, SLOPES, AND VOLUME OF MATERIAL THAT
MAY BE REQUIRED TO BE REMOVED FROM THE EXISTING DAM
EMBANKMENT.
3. INSTALL DOUBLE SILT FENCE AT BASE OF BREACH SECTION TO
PREVENT SEDIMENT FROM THE EXPOSED SLOPES FROM ENTERING THE
DIVERSION CHANNEL.
4. EXTEND TEMPORARY DIVERSION CHANNEL GRADING WITH TEMPORARY
RIPRAP LINED CHANNEL THROUGH PERMANENT RIPRAP APRON AND
INTO EXISTING STREAM CHANNEL AS SHOWN.
5. ALL SOIL MATERIALS REMOVED FROM THE EXISTING DAM
EMBANKMENT SHALL BE EVALUATED FOR RE --USE BY THE ON -SITE
GEOTECHNICAL ENGINEER AND STORED FOR RE --USE ACCORDINGLY,
THE BORROW/SPOIL AREA SHOWN ON THESE PLANS IS AN
APPROXIMATION ONLY AND MAY NEED TO BE ALTERED BASED ON
THE QUANTITY OF MATERIAL. AND ANY CONDITIONING OF SOIL
MATERIALS PRIOR TO RE -USE IN THE DAM EMBANKMENT.
6. INSTALL NEW SPILLWAY SYSTEM AS DEPICTED ON PD--1, PD-2, AND
PD-3 UNDER OBSERVATION AND DIRECTION OF THE ON -SITE
GEOTECHNICAL ENGINEER.
7. NO GRADING, HAULING, OR WORK SHALL BE PERFORMED OUTSIDE
THE LIMITS OF THE LAND -DISTURBANCE LINES SHOWN ON THESE
PLANS,
A
1 �
REPRESENTATIVE 1• ` 1 l V ''
SUBMERGED
POND GRADING I
� 1 1
TEMPORARY DIVERSION CHANNEL
(SEE BREACH SECTION A -A')
o
_q N DOUBLE SILT FENCE 6
ON BOTH SIDES OF ,s�,
'• - °' 6 _�' •jr CHANNELOFFSET ,\
APPROXIMATELY 5' \ \ \
r I-
�i` � � \ � \ �� � _. •\ ., \ \ \ �
t
ill � I i i � 1 , �' • S,� 4 - ,�� \ \ \
- TEMPORARY DIVERSION CHANNEL 6f
i { \ TO TIE INTO EXISTING CHANNEL ti -
1, l ; - - ,•��� _ __ -� �\ AND 8E LINED WITH R€PRAP
_ l
{ 1 II i 1. I { I EXI5TING'4" PIPE i - :..� T \ \ \ , - l
�. TO BE REMOVED i - -
1 t RIPRAP TO EXTEND
i 1 1 TO EXISTING WETLAND.
EXISITING WETLAND'
(TYP.]
1, \
;I toll
! %
\ \ \ \
I
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
FiNAL DRAWING - NOT RELEASED FOR CONSTRUCTION
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: G0293
WWW.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
'' :;U' I [VET•'• �
71�
REVISIONS
N0. DATE
1 07, 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COIL-15000
FILENAME
COU15000-EC4
CHECKED BY
MVa
DRAWN BY
JSM
SCALE
1"=20'
DATE
04.17.2019
SHEET
EROSION AND SEDIMENT
CONTROL PLAN
STAGE II -DAM BREACH
EC-9

LENGTH AS NECESSARY
TO GO THRU DUCE
SEDIMENT PIT
RIP RAP & WASHED STONE NOT REQUIRED IF BA
PIPE FILTER BERM IS LOCATED DOWNSTI
4' MIN. (516.]] OF PIPE OUFLET.
�+ (VOLUME PER 501,1)
1,5' MIN. 12 SEDIMENT PIT
FLEXIBLE PIPE ,r
• y*
T1£ DOWN 10' MAX. SPACING I • �
• k ,
TIE DOWN AT END ^' T
4' (MIN)"
DIAMETER (D)
, •
fi k • k
PROFILE .
STAKES*
• , k k+
' EARTH DIKE
i AT LESS THAN 1% SLOPE RIP -RAP APR _ , , � • . ,
EXTEND TO EDGE OF
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2, THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FALLOW --UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT,
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD HE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
NOT TO SCALE
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS FLEXIBLE PIPE SLOPE DRAIN
STEM
WIRE FENCING
WOVEN FILTER FABRIC
0
N
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12• STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE 1S TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
3, STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
4, WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
STAY SPACING,
S. TURN SILT FENCE UP SLOPE AT ENDS.
5. WIRE MESH SHALL BE MIN, 13 GAGE WITH MAXIMUM 12" OPENINGS.
7, WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (21 SLOPE)
5, ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM SUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6,62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS. DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
505.1
STEEL POST
WIRE FENCING
FILTER FABRIC
� 5 �
�5 WASHED 5i
FLOW
n �S�4r
z
'a ONE
MAINTENANCE NOTES
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL 15 NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
NOT TO SCALE
TOWN OF WAXHAW HIGH HAZARD
LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE STD. N(
508.1
GENERAL NOTES:
1.
UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
IN
2.
DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
iNL£T. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET APART.
3.
SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE. AND
8OTTOM. PLACING A 2-FOOT FLAP
NCDOT #5 OR #57
OF THE WIRE MESH UNDER THE
WASHED STONE
GRAVEL. FOR ANCHORING IS
RECOMMENDED.
4.
PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
-
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5,
ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
NCDOT #5 OR #51
ACCUMULATED SEDIMENT, AND
WASHED STONE
ESTABLISH FINAL . GRADING .
ELEVATIONS.
6.
COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
4' MAX,
19-GAUGE HARDWARE CLOTH
-"----"`"••-'��`--`---'- MESH OPENINGS)
F I' r------------
2'
2•
r� r 16" MIN.
01
2'
FILTERED
NOT TO SCALE
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION ST°. N .
512.1
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 7a.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH
STAKES
em�a-ow D' .,�yo^a�o e°rvvo an•o
SPECIFIC APPLICATION:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONOING AROUND THE STRUCTURE.
TOWN OF WAXHAW BLOCK AND GRAVEL
LAND DEVELOPMENT STANDARDS STONE INLET PROTECTION
GENERAL NOTES:
I - RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW),
CLASS B RIP
CROSS SECTION
rI
PLAN
6' MAX.
WOVEN FILTER FABRIC
0
4.
�- STEEL POST
- FILTER FABRIC
FLOW _ 11%r
GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SMALL BE 5'-0" IN HEIGHT AND BE Of THE SELF -FASTENER ANGLE STEEL
TYPE.
MAINTENANCE NOTES_
3. TURN SILT FENCE UP SLOPE AT ENDS.
t FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MACE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS [REFER TO SWIM BUFFER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
3, SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED,
7. 00 NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
506.1
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED
TO 1 /2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT AFTER EACH STORM EVENT
AND REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND
THE AREA STABILI7ED WHEN THE DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED.
6, ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
NOT TO SCALE
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
510.1
TEMPORARY SILT FENCE
STORAGE
AREA
r
4w�f `J
PLAN VIEW �
12"
SECTION A --A
NOT TO SCALE
1
l
45 WASHED grON
�
STORAGE
AREA
�1 1
© d
o Q
1
CATCH
BASIN
;80000a�; ;fie; ,voe�evo� °•oe°o•• _
XO4
1
#5 WASHED
STONE
STONE INLET PROTECTION
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 %1jASHED STONE AND RAILROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONE
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSiTE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST $E CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
DER
WASHING IS REQUIRED, IT SHALL BE DONE iN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 515.1
6. THE TOWN MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 108.1 & 109.1) TO
ACCESS THE CONS (RUCTION SI fE IF THE DRIVEWAY IS ON A THOROUGHFARE.
NOT TO SCALE
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM D- NO- I REV,
5111
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
507,1
NOT TO SCALE
PUBLIC STREET
51 1 .1
NOT TO SCALE
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE STD. ND. REV.
514.1
j U_
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C--0293
www.mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
t LAL
j936289 -
,,f �0 ••.......•••o,�,,.
E2.L tFs s+
+rI IF''��►,
REVISIONS
NO. DATE
1 07, 24. 2019 15T ROU ND OF COM M ENTS
PLAN INFORMATION
PROJECT NO. COU-15000
FILENAME COU15000-EC3
CHECKED BY MVD
DRAWN BY AJB
SCALE N/A
DATE 04. 17.2019
SHEET
EROSION AND SEDIMENT
CONTROL DETAILS
FINAL DRAWING, - NOT RELEASED FOR CONSTRUCTION

SECTJON
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
4'-0' MAX. SPACING
(rw[CAQ
F" ©6Y
FLOW--
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE TOWN INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER SACS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER SAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING TOWN OR NCOOT
ROADS AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
I' REBAR FOR B
REMOVAL FROM INLET
FILTER BAG -�� DEFLECTOR REOUIRED WHEN USED ON
EXISTING MAINTAINED STREETS,
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25% OF
CURB OPENING IS OBSTRUCTED.
CATCH BASIN I I
I j,�I(�L
IC f OUTLET
INSTALLATION
. ._ ,NOT. TO SCALE
CATCH BASIN INLET PROTECTION D. No. R
519.1
INLET ZONE 35%
OF SURFACE AREA
INLET ZONE 25%
Of SURFACE AREA
INLET ZONE 25%:
OF SURFACE AREA
OUTLET ZONE 15%
OF SURFACE AREA
X.
- 1
1 eR k
1 � ,Ie�R�
1
X�
\`Xx
5' STEEL
FL
8" X 6" TRENCH
BACKFILL AND COMPAC
FENCE AND FABRIC
BURIED IN TRENCH
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
c 10 AC.
(ACRES)
MIN.
LENGTH TO
2.1
WIDTH RATIO
MAX.
LENGTH TO
G:1
WIDTH RATIO
MIN.
1500
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
QTO)
PLAN VIEW
INFLOW
AVERAGE - AREA'
WIDTH - LENGTH
• AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW BAFFLES
DEWATERING
GENERAL NOTES:
1, DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2, USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'..
4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED,
5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
SPECIRATIONS.
Ovr�E7_ D
_ Cy
0
a
I
N
BAFFLE INSTALLATION
10,
MIN,
SKIMMER
DEWATERING
DEVICE
V FREEB
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLW
Z=5' MAx.--.-i
ZONE -__--- -- - -- ------------
- ------ ------ -----------
FILTER FABRIC CLEANOUT SKIMMER AF
DEPTH 1' SEDIMENT LENGTH =
(H/2) STORAGE H x 1.5
DATA BLOCK (MIN 5')
NOT TO SCALE
524.1
NOTES:
1.
REFER TO
NCESCPDM
SECTION #8.64
EMBANKMENT
FOR ADDITIONAL
DESIGN
SPECIFICATIONS
REGARDING
SKIMMER SEDIMENT
BASINS.
_..�
2.
REFER TO STD.
---
#524.1 FOR
BAFFLE SPACING
AND INSTALLATION
3.
SKIMMER INVERT
ELEVATION =
BASIN BOTTOM •i
EMERGENCY
1' MIN.
SPILLWAY
4.
H = SPILLWAY
ELEVATION -
L
SKIMMER INVERT
\
ELEVATION
W=5' MIN.
EMBANKMENT
T=1,5' MIN.
H=2' MIN. EMERGENCY
SPILLWAY
ANTI -SEEP
COLLAR NOT TO SCALE
BASIN
NENUDF©
DSKIMME
ARER £
(ACRES)
D AREA
(ACRES)
Qko
VOPROV
BASIN RFAPROVIDED
DEPTTH (FT.)
H/2
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
SKPI EIMMER
01AMETER
OR F CER
DIAMETER
REQUIREBASD
(CUBIC FT.
DED
(CUBIC FT.)
RE4UIREOLUME
SO FT.
(SO FT.)
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
SKIMMER SEDIMENT BASIN
502.1
ALTERNATIVE 1:
10' CONSTRUCTION
HIGH ACCESS
HAZARD
SILT FENCE
SEE 508.1
WIRE
NOTES:
1. 1F DIVERSION DITCH USED. IT SHOULD
FLOW INTO SEDIMENT BASIN ROCK
CHECK DAM, OR SLOPE DRAIN
2. BENCH SHOULD BE GRADED AT 0%
LONGITUDINAL SLOPE (ON -CONTOUR)
TEMPORARY DIVERSION
DITCH SEE 506.1
SEE NOTE 1 2 OR FLATTER
2 J 1 OR FLATTER
10' MAX.
10' MAX.
ALTERNATIVE 2:
10' MAX.
3' WIDE BENCH J 1 OR FLATTER
SEE NOTE #2 ! z
10' CONSTRUCTION 0.5% _
HIGH ACCESS
HAZARD
SILT FENCE
SEE J 1 OR FLITTER
#508.1 IN 2 10' MAX.
WIRE MES
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
36" MIN. SPACING TYP,*
t
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
SLOPE STABILITY
12" MIN,
SPACING TYP,*
r c r r
[' t
r
t
t .
r
WATER TABLE
�f �I
ll
NOT TO SCALE[
520.1
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE,
GENERAL NOTES:
I. LAY BLANKETS LOOSELY AND
I
STAKE OR STAPLE TO MAINTAIN
�l
`
DIRECT CONTACT WITH THE SOIL.
DD NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
41
REQUIREMENTS THAT MUST BE
MET.
OVERLAP
3. SLOPE SURFACE SHALL BE FREE
IN SLICE
Of ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6,17 AND
MANUFACTURER'S GUIDELINES.
\ NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE TOWN OF WAXHAW STORM HATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
J. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS TRAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT,
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPEU
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL Be AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HA:I_ A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SMALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:T
8. ALL, SUBGRADE FOR STRUCTURE TO DE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
U. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
2. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP W.
10.. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST eE STABILIZED.
USE USDA NOMOGWK FROM VC SEDIMENT AND EROSION CONTROL MANUAL OR
THE TOWN OF WAXHAW STORM WATER DESIGN MANUAL FOR DESIGN DATA.
OUTLET
La
W1
Wz
'S
H
TS-1
9.5'
11'
4.5'
1.125'
TS-2
20'
22'
6'
1.35'
TS-3
11'
12.5'
4.5'
1.125'
TS-4
14'
15.5'
4.5'
1.125'
• d50 {see fig 8-06 o&b 'NC SEDIMENT ANO EROSION CONTROL MANUAL"
dmvx = 1.5 x d50
T - I.5 X dmvx.
T(fro.)-1 O'
TOWN OF WAXHAW
DEVELOPMENT STANDARDS
NOT TO SCALE
525.1
NATURAL GRACE
r [n+lcxrrfSsjalo• >f�N.
NOTE: tAYM a5 MTR FAEfl9C
MINNUM !I-2/3 PRE V.WEFFR
SECTION B-B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM
30 6.1
FOR LATE WINTER AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) --- 120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER 15 NOT TO EXTEND
BEYOND JUNE}
MAINTENANCE':
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR SUMMER:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE:
AND 750 LB/ACRE 10-10-10 FERTILIZER
GERMAN MILLET -- 40 LB/ACRE
MUI CH:
(A SMALL -STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
s-E£ntNc DATES:
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH 15 NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
501_L AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING_ DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 34
TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPORESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KENDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11.
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
f521.1
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(50. FT,
AREA
PER CFS
REQUIRED
Q10)
DATA BLOCK
PLAN VIEW
INFLOW
STRUCTURE
AVERAGE AREA -
WIDTH
AREA OF BASIN WATER
SURFACE AT TOP OF PRINCIPAL -
SPILLWAY o+'>r.
CROSS-SECTION VIEW SEE NOTE J3
V FREEBOARD
INFLOW6" MIN. INVERT ELEVATION
STRUCTURE OF EMERGENCY SPILLWAY----,
PRIMARY SPILLWAY (RISER)
MIN.
DEWATERING
ZONE ; . ,;;�<�'•y<ti. �;,.......,. �,_ `�=;:::
FILTER FABRIC s
STORAGE ZONE
BAFFLE
3R6 BAFFLE:
HARDWARE
CLOTH
SURROUNDING
SKIMMER
NOTES:
1.
REFER TO NCESCPOM
SECTION #6.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS.
REGARDING SEDIMENT
t
BASINS,
i
2.
REFER TO STD, #524.1
FOR BAFFLE SPACING
RISER
AND INSTALLATION.
3.
FIRST BAFFLE IS TO BE
CONSTRUCTED OF
RIP -RAP AND #5
WASHED STONE, WITH A
L�20'
MIN. HEIGHT OF 3' AND
MIN.
MNV. TOPWIDTH OF 2'.
4.
FLASHBOARD RISER NOT
PERMITTED FOR USE IN
THE TOWN OF WAXHAW
W
EMBANKMENT
r- T
EMERGENCY
SPILLWAY
ANTI -SEEP
COLLAR No-r TO SCALE
BASIN
DRAINAGE
AREA
{ACRES
DENUDED
AREA
(ACRES)
410
BASIN VOLUME
BASIN SURFACE
AREA
CLEANOUT
DEPTH {FT.)
H/2
H
(FEET)
2
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
So FT.)
PROVIDED
(SO FT.J
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
SEDIMENT TRAP DESIGN TABLE
SEDIMENT TRAP ID
513-1
313-2
SB--3
Qio (CFS)
12.7 cfs
34.5 cfs
37.4 cfs
I Bottom Length
118 ft
235 ft
174 ft
Bottom Width
57 ft
48 ft
68 ft
Sediment Depth
2.0 ft
2.0 ft
2.0 ft
Freeboard {from Sediment Depth)
2.0 ft
1.5 ft
1.5 ft
Depth to Crest of Spillway
2.0 ft
2.0 ft
2.0 Ft
Side Slopes
3.OH:1V
µ 2.OH:1V
2.0H:1V
Spillway Length
16 ft
10 ft
10 ft
Height of Berm
4 ft
3.5 ft
3.5 ft
Top of Trap Length
142 ft
249 ft
179 ft
Top of Trap Width
81 ft
62 ft
82 ft
w
Storage Volume Required
5400 cf
12798 of
15858 cf
Storage Volume ProV'd. W
11338 Sf
20303 sf
22397 sf
Sediment Surface Area Req'd
5500 sf
11200 sf
12150 sf
Sediment Surface Area ProV'd
6621 sf
11241 sf
12166 sf
Drainage Area (AC.)
3,00 CC
9.00 ❑c
8,92 cc
Disturbed Area (AC.)
3.00 ac
6.86 aC
8,81 Or -
Trap ID
Drowdown
Skimmer Type(s)
5c3-1
3 DAYS
1 - 2 inch Skimmers with a(n) 1.5 inch orifice
SB-2
3 DAYS
1 - 2.5 inch Skimmers with a(n) 2.25 inch orifice
SB-3
3 DAYS
1 2.5 inch Skimmerswith a(n) 2.5 inch orifice
SEDIMENT BASIN
504,1
TEMPORARY DIVERSION SWALE DESIGN TABLE
TEMPORARY DIVERSION
SWALE ID
DRAINAGE
AREA
Q10*
LONGITUDINAL- SLOPE
MINIMUM DEPTH
TD-1
0,57 AC
2.40 CFS
8.0%
0.25 FI'
TD-2
1.75 AC
7.38 CFS
5.4%
0.48 FT
TD-3
0,17 AC
0,72 CFS
8.0%
0.15 FT
TD--4
8.35 AC
32.87 CFS
1.0%
1.20 Fr
TD-5
2.70 AC
11.39 CFS
3.0%
0,65 FT
TD -6
0.24 AC
1.01 CFS
7.0%
0.18 FT
TD-7
3.56 AC
15.02 CFS
3.0%
0.72 FT
NOTE: ALL DIVERSION SWALES ARE TO BE CONSTRUCTED WITH SIDE
SLOPES NO STEEPER THAN 3:1 (H:V) AND A BOTTOM WIDTH OF 1 FT.
ALL SWALES ARE TO BE LINED WITH ERDNET C125 TEMPORARY LINER.
Notes: w�
1. Side slopes pertain Only for the vertical height from the base to the top of berm, 2H:1V above that.
2. See details regarding skimmer design specifications
3. See details On silt fence baffle spacing. µ
Mc-AIJAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
WWW.Mcadamsco.com
CLIENT
BROADSTREET HOMES
1312 CAMP CREEK ROAD
LANCASTER, SC 29720
;,` '� �S ••� � • ! fir'.
0 8283
r� �C •�•• ••••Q\�ti
R. VAN ■.�'
REVISIONS Y
NO. DATE
1 07. 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-EC3
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
04.17.2019
SHEET
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

SEE APPROVED
PRESERVATION F
REQUIRED RADIL
OF -FREE BARRIE
r
PLAN VIE
W OF ROOT ZONE
FOR PRUNING SEE
INTERNATIONAL SOCIETY
'I ETY
of ARBORICULTURE SPECS.
NOTES;
1, REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF All FREE PROTECTION FENCES.
ONE FOOT FOR EACH
INCH OF TRUNK DIAMETER
OR i 2 HEIGHT of TREE R E
WHICHEVER 15 GREATER
T
DEAD TREES AND SCRUB OR UNDER o
GROWTH SHALL 13E CUT FLUSH WlTH-
f
NL
ADJACENT GRADE.
E NO GRUBBING
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS f 1 "x4" RAILS
p
0
Oft ORANG 5A E Fi=fY FENCING
iI
MAY BE USED.
r7
L
WIDTH
TOW F N D WAXHAW
LAND DEVELOPMENT STAND
ARDS
TREE PRO
TECTION DETAIL AL
PVC END CAP
PVC TEE
END VIEW
PERSPECTIVE VIEW
PVC ELBOW
PVC END CAP
PVC PIPE
1 /2" HOLES IN
UNDERSIDE
FLEXIBLE
HOSE
PVC VET lT
PIPE
WATER SURFACE
„Cat ENCLOSURE
ITFR FNTRY IINIT
1\�15"___�
y -
�N �)
e MAN' PVC TEE
L
SCHEDULE 40
PVC PIPE
FRONT VIEW
z
7
a
In
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O46.
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER To THE INVERT OF THE PRIMARY SPILLWAY.
TD�YIV 0�' �AYNAW
LAND DEVELOP�f�NT STANDARDS
SKIMMER
8 BARK MULCH PLACE BARK
MULCH AT AREAS NOT
PROTECTED BY BARRIER.
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
601.1
NOT TO SCALE
503.1
GROUND STABILIZATON AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG0�1 COF'S fAUET[ONGEBJUFA_ PEA MIr
Irnp!tmentiag Il,e cCta 115 and specifications vn chi; plan sheet will result iit the corlstruclian
activity being Considered cam li will, the Ground Stabilization and :vtaterlaI s Hand Ions
section; of the NLGDl Construction General Perinit (Sections E and F, reSAectivWty), flit
Pemiaee sh all comply with the Erosion and 5edinent Centrol lAart approved 13V the
deft area auEhori� havirl r' i
8 I 61u rdictiwl. All details and spenff[atiuns shuvrn on [his sdleel
:ray nut apply devending on site conditions and tfke delegated authority havillE jurisdiction -
SECTION E: GROUND STABfD A _ Z FtQN
_
Re u red Hroun
q i dStabikkatlon
TrnMrames
Siablliae within this
Site Area Deseriptian
many calendar
lime frame vaTiattvn5
days after ceasing
fa n d disturbance
p Perim eteF dikes
{j
Swa! r h e vltc es and r
]
hone
eri meter slopes
es P
(b) High Quality Water
(HON) Zones
7
None
c 5 v es stet r lh an
E1 A Pe
If slv es are lo• of 19 -
P sa n ter. til and are
e
3;1
7
not steeper than 2: 1. 14 days are
allowed
•Y days fr slopes greater Than $B' in
Tel rg[h and with slopes steeper than 4:1.
-7 da y5 for uerIne[er dikes, slvalus,
Id) Slopes 3:1 to d;l
14
ditches, perimeter slopes and HOW
2vnes
-30 days Falls Lake J r•h d
y V ale , e
-7 days for perimet at dikes, strafes,
aswt 1 slv esPF1a
L",
ditches •e m t r r[ e e slopes and H L"1 Zones
P R
rth n4:1
e J
•AO da �s for FJI . LvkN vvJFetsh d
Y e un ess
there is xery slope
Note: After the permanent cess ativn of construction activities, any areas widk temper ary
I! crone slabl Ea lion shaft Le wnv erred to ennanent rounJ s a Ili � -
&r t b cotton as soon as
P e
IJ[t Ica lilt bu
t in na case Ion er :it an go r•fendar da P 5 alter the fast Idnd dis[uTbin 8 Y E
ac[ivit . Tem rar rounds a i[i t tr cation shad be maintained in a man Y Ao VE cer to render Ehe
surface lobe a -
s e against ncCe!e rated erosion un :f R t Pill crvund sW611iealion is arlliev rd.
GROUND STABILIZATION I SPEC FICATION
Sfab'll th• r 1 er c uund sufE:cierkll so that rain wi�l rt i i ul d s vd a [hL` soil. use or. [ h 8 Y eu!
e
lecflniq its in the rahN below! .
5.
rf..'_::,' , .;: TemrlVfAfr ra6iiirot[uii: ; � •:`� ' • - "Peiiniiiroi5rahiiix��olo'
_ -- '-----•----•--I
re t • ced ,,,seed vrith straw er ere t 1 powti r x:nl arcs end w•.erca .soh sbu,� rar Las r
I usher rnv'd1[•y and wdlLrrs atterunr1d;oartdt.k,I. s
. fridrvfeed:f+3 j.G..re..ieiabrkSs,,hdsr'tnaiwI:lsod I
. Rolled cession sane of prath o LJcts,vi[ r ri„io:Calkrnu [Ikdl-
pu usV crass sxed 1 • Elydroscfd[r-g
1 1' 'ru •rulE , .id SVaar❑r•xl ur,•! v l . ukll I • Shrubsur other •e Ina, •+tA[ } fMf i Beni fdl',lu, aC.a•[rJ pr g
Y
i• plastM sheen ry vrid+n'vlch
. urPf r . !
ur :i arlrr [ti d�sh'tr[ed v r.cov e er r Pw
I. s uli rcicltr a resu•tin erosion
Su"tu:aln, d Jos t L q JJ uS c�[x Ir[e of wilor
re[r:fling ,aa.'Is
• P.vi.L•d crown nlwl , I w ,JUCEs wi[I,: r•;ss sera
Piz LYACRYLAMEOES IPAM51 ANCk FLOCCU LANTS
1- ;elect f[vcculailts [hat are appropriate for the roils being exposed during
cortstruclicll, sereclin,,, from the LVC 4N7 test o,F,'sppromj Pn,115/Fj,;_cu'vnts.
2. Apply rlaccuranl5 at or before the inlets to EroslOn and Sediment Cv:ltnul M['as::res.
3- APply flaccuranls a: [he mn[entrr1ITQk$ specified In the f.'C G!VS 'List vl,apyras'e4
PIu1i5/F.•rrcr, plan!$ and in accordance with the ma nufacterer'S inStt-i' Ivas.
a, Acv1ide podding area far rvn[airknlellt of Ireined Sturrnwalyr before discharging
plfsiw-
5. Store flocc u lank w in leak- r• f canto
P fir;t firers ilia[ are kepE udder erm-resistant corer
of Surrout. ed by secondary containme at struclures-
BRUIPNIENT AND VEHICLE MAINTENANCE
1- Maintain Ye hicl es and equipilitot to prevel I di charge of fiuid5-
2. Prcv ide drip pan; under any stored erluipmpnt.
3. Identify leaf s and rap2.r as spun as lea sibfe, or realove leaking equipment from the
pr*jvct,
d- CcUect alt spent fluids, stare In separate Corklain et$ and yapper ly dispose as
h azardeu s waste Irecyc le yrhen possi ble1.
5. Remo•:e;eakin 'rehicres and conitr uctton e ui tent from scrvi[e until the rub! m e e 9 P A
ha beell
s e correct ad.
6. Bring used Fuels, tubri ao IS, coolants, hydraulic Rids and other petmleu,n ProdkiEs
a lira • I n u rev c or disposal ce ter ll at ha:Fd!es these ma 1
Y b v ler'ars.
1, Never +luri or burn waste. Place litter and de Ili S in approved waste containtrs-
2. Frw de a suf i n[ r. nab r and i a f i e u e s re of waste containers e. d + tet trash
I g arts
A
f
rece tads on rile to contain construction cons
P t an anJ durrestit wastes-
3. Enrol w - e as5e containers at east SD.eet away frofn s[ortn drdifl inlets and surface
waters unless no other alternatives are reaso,Lably available.
4- Locale wa sue cona:iners vra areas that do not receive Substantial amot:nts of rurvlf
Front ki land area, and does out druin : d veer to a starnl drain stream or w tlar:d-
P M e e.
5. Cu-rer waster 11t :s E ❑ a n2 at the end of each workday and before Sterm enots or
rovide se ccndar eorlla innlen[. Fa it or replace
P V Padznlagedwas[ecofl[Jiners-
G- Aricf[ rill fi4iktvr rn 1 o e 1t items n waste con[aitlrrs d'_rirl times 1 F.i' -
6 Pat g p fl winds.
7. Empty waste con tainers as needed to prevent averflalki, Gedn up InuneJialely if
containers r1! ove vw-
8, Oispase waste off -site at in appFoyed disposal Facility,
1 On business du s clean u and dis ❑se of r:asle in des noted rrasler n Y . A P u tainers.
E
PAINT AND OTHER LIAUIO WASTE
I.
DO not duln alnt al;d other 11 ui e d wait . into storm drains s!rcams w ll nds.
PP q or e a
L rl 2 pile ainl oashouts at feast 50 feet awJ from stern dr 4l 'lll 1.
p Y 1 a, 1. etsa•d surface
Wait is uniesS sla olhc: ePlelinal ives are re aid nably avaflab:e-
3. Contain liquid Wastes in a %❑n[rv!red area.
4. CvntalnmenL must he labeled, Sited and .-
e ced appropriately Fer the needs of site -
A
5. Pnwent the d"th r uF s • •4 d e sou .v tents deter rnls and other liquid� - r P, Y35leaf ❑m
e e
mnstrkfcuan sites.
PORTABLE TOILETS
Inr!I u sa riabie toilalsult Eevel rounld a[[east 50 fee[awayf a a from storm drams
P a Y
streams or svedands Lrless there d n s u at[ernative reasonahl available. IF D fue
l
ui
v
f v fret is not allcinable rovide relocation of � hl t r vrtd eta let behind silt recce or late
P F P
on J Noel ads Id u nd - ' ' r s rrvu wftn sand ha s. e P s
2. Provide slat ii,or artcoorili uF vita ble toilets durin r
e e A E Periods aF high w ndS or ill high
fop[ traffic areas.
Moni
tor IEw portable [u1.e[s For Iea.In+ar.J ro � rl Jr F 2 s pie❑ an •edtedma[erlal-
P P P Y A Y
11ti1it aEi 1 spm ar rr hod r I e Ce lied t waste au a to re Wore led lr , v drta ble to ers and! re lace
Ep P
uri k ra ru erattn r -
P P Y oP E u
EARTHEN TO S CIfPELf MANAGE
I. 5140vr stork de locations on ns- Wr Se ¢arch 1 -
P Pa e 1 material slue# Ile areas Ji leafs[
P
Of 5 eLE awa Gam storm drain n ers sediment basins � [
Y .A erimeter sediment[ con.ro s
and surface waters unl ss it an E h v t e e s o1 r nv ctller alternatives are re •LA nab I•
I
avalb1 r.
2. Protect Stockpile :v'lh silt Fe rKe installed arong tce of stupe with a minimum Offset of
five feet Flow Ilse toe of stockpile.
3. Provide stable stop, 21LL•SS point when feasible.
-s- Stabil ice stuckpi l❑ sri[llfn the ifmefrarneS provided UP. this $heet aril in accordance
with the, approvedfnvad plan and any additional requirements. Svif si abilieatiun Is defined
as vegetative, Ph Ys:c at or cheflticaI coverage teehn iques ill at will tes!rain accelerated
erosion on disturbeI) soils for temporary Or Verona rent control needs-
ON51TE CDK�% lrAsnellT
STieXUJlE VUR LIMB
-, Nov
H
.Y1.f__P�Ji.,W I
V�_•• mnu.ax LL.,..d­
T ice,.:`
ova
•r.�"a �.."�ir4Ca-$ eat -,.W
N r s O CRE E NfA }!OUTS
1. Dv not dischir -e con re -
[ to or ce meat slur from the si[e-
i g slurry
2. Di5 n5 f I
LispOW u , u recce a settled. hardened mr,Cre[e residue in auvrdurce with toter
zrd state solid leas to regulations and at an approreJ facility-
3- h Mara a was out from mortar nnaer. in acme � a
5 da [e with the above item and in
addition laze [h mlx r nd 1 n r e e a rssodaledr aterials on rn erviuu barrier n P s bar �e and within
P
' IcE perimeter site tenet.
4. I nsta ll tem•-ora Cv[Kr tevv s lit e a by s Per Ivca3 re uiremenu where 1i I N A t e a cable. It
q AA
alternate method or rodeo [s [o he used t tun act aura• ,oval autharil F r
P PP a Y Y
rtvis:sr nd � a - If I J PPfu•ral oral Standard details are riot available, use one or the two
t es of temporal cone re5 w slit t -
Vp P Y e a u s provided on tills devil.
S. Do no use concrete washouts for dewaterdng or SLbr ing defective curb or sidewalk
sections. Stornlwawr Mckinkula tea within the raasEtvu[ ma' not be u i-,r m ed . ❑ of
Ma., A P
Jtscit r t a ed o the star drain s• le nl or eccivin Sur
FS ys r g,u face waters. Llr{uid tras[e rnu55
be pumped Out and removed frvlll Project.
r- L"'I"' era he s uls at east
5D feet from Sion o drai a inle
ts and surface waters unless it
can be Ili lk:at rm vtt: r e a tLrnutives are reasonablyavailvh;e- A ,
t 7 old recei
4 insta I ralenWn of Cann Jrain inl 1 ! � E
p 5 e Isl closest to the ssJs lout rrhlcEl [Quid receive
5 i!i5 f v fl
P u ❑ e row.
7-
torete,rashoutsutaneas!I a si l a es b e rua on Ieyel found and install a I Y = Slone
8
tranceenad In front OF the +vashvu[. Wdni❑cal rate I m P cv v s a be require h lh
v q Y e
approving authority.
d- 1 ns[all.;tleast ort e s wn uirectin8 rancrele lrl.Cks to the •.va hr 1
P J
5ov [ Vlith I the re'eC[
Ii,nit5. Post si rar cult the w� s.I �f
8 g asnaut it A f to �dentf [hislata[iun-
V
9. Retrieve i& vin e e u s from fiat washout wht11 a: J rcxitm Y ate Sob capacity to limit
a PR 0 N v
overflow events. r lace [n a R e 1 r send ba s or other temporary It ctur I A P, d a a P Y
n1 f ca d +ems solicit nv Ion er funcnvrtal. Wh n ib in u P e ul t at[e laEive ur co• riutp
G P d N
roducts follow veto f� r nu aceu er's inst•uclivn5. P
IQ- A s G t tl a cum ellvn of rile concrete work rem eve remaining leavings and di f
A dispose
C e F
In an approved di$pusal facility. Till pit, iF apPllCa ble, and sta bit iLe any di slurharce
caused by removal of washoLt-
HEROIC[DE P T 5, ES ICIDES AND ROOENYICILES
1. Store arid! sFP Yt:efbicides, F st!riJ s all
d rodeMicides in auvtilia lice rritil la
bel
restruions.
2. SLvre Ik •rbici L 3es e5tluides and rodenticides in to 'r ri
.P e1 pinal containers with the
C
label which lists direC[iorts for
u use inredien[s and fits[ aid sic s In f
i P a- tre e
a 'd f Cu enW poisoning
B. Do not store herbicid
es es F��s esticides and rodenticides in r rr31 r
. areas e e flvvdia^ is
pus:i be or where lt" play spill or leak into we:Is, sturnlwater dra In S. gmuod wa let
yr wrlace matte- 1f a spill occurs, dean area Imnsedtately.
a- Du not Stockpile these maserie is vnsite-
HAZARD OU5 ANO TOXIC WASTE
1- Create designated haiafdOUS waste COI ICcriull areas On -site.
2 Place hazardous Waste coal [am r r , e s u•,de cover or in scoot dar contaMm n
r e t.
3. Do not store haaar u • ;hem a do r v en Ica s arms or ba red n:a trip[ t sdiredl o•l the round.
e, Y a
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/011I9
DEMLR Monitoring Form DEMLI� Form Rev. 04012019 [Page I of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG010000
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name Land 4uality or Local
Program Project #
Financially Responsible Count
Party, (FRP�I Permittee y
-- - ........ _-...-....._ _ _..-,-...--- ____ _......-....--L__-._.. -
INSPECTOR Name Employer
Inspector Type (Mark) }( Address
FRP1Perrnittee
--- - ----- - _-.__. ......_........ --•---
AgenilI3esigriee PhQ Te Num6er Email Address
PART 1A: Rainfall Data
. ..
. Rain Amt (inches) '
.
Day 1 Date
' . Dail f
Y Rainfall Required, except for
. .
. Holidays or Weekends. 1f no rain,
•
- -
indicate with a "zero"
M
11
F- �_
W
.. ...... -
{ Th
F
- -- - -
-- -.. _. --
.
Sat (Optional)
Sun (Optional)
i
PART 'Ir• C,, y a+r of icon --If_
PART 1113� r-urreint Phaga of Pimilorrf
. . Phase of Grading :
check the applicai)le box(es) ..
.
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of existing ground cover
Completion of any phase of grading of slopes or fills
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
I
11
Permanent ground cover sufficient to restrain erasion has been established
I Bythis.signature, i certify in accordancemith the NCGO I0000.permit & G.S. II3A-54.I that. this report is.accurate and cornpI to to. the best of my knowledge..
l=inancially Responsible Party If Permittee or Agent 1 Designee
9
_ _. _ _
........
Date
--._..... --
--
GROUND
_ _ .
STABILIZATION TIMEFRAMES .
Site Area Description _
Stabilization
Timeframe Variations
Perimeter dikes, swales and s12pRs _
7 Days u _
7 Days
None _
-High QualityWater HOW Zones _
None - -m- - '� -- --
Slopes Steeper than 3:1
7 Days
14 clays for slopes 10 ft or less in length and not steeper than 2:1
10 days for Falls Lake Watershed
Scopes 3:1 to 4.1 _
14 Days _
7 days #or slopes greater than 50 ft in fe_ngt3L, 10 days for Falls Lake Watershed _
10 da s for Falls Lake Watershed
10 es fla All other areas with s#ter than 4:1
14 Da s
PART ill
SE Lf-INSPECTION, RECORF1gEEPING AND REPORTING
sEaIQN n: sELc-IHSPEcr[oN
Scif•inspectionsr arc re[ virrd dulinv nu lnal business I: ur u s in accordance •.vith rile sabw I
below . When advttsew �in •r r -
eu u site conditions wauid [cruse the sNu Of [ik • in: 4 y C PLCt'oa
Verunnel to Ile i:l jvvpat dY. the illspecliun may bo de:aWd until the nest buselless doy on
Which it is safe to per Forks ll:e inspection. In addition, when a storm even[ of equal to Or
[eater than 1.0 r11c1:Occurs outside of II t , u . g W 1 a b 5'I:C55 'au15 [1t SCf•in5 Ytturl Sna: he
P
erlorl l rd u v i 1 L n t lu canln:encement of the next bm!n •ss P L dr - An time soiree. ills rec!io11s p Y Y f
I were deli td ilia. ur noted m ate Ins udi Y an Record.
P
e,y¢rt [ae,iny_.n I
Inp,,nnn reactrc most reeler,:
burro:.. nuuwal__
'-. .Ce,rr
tllrs:.
_-..._.
Nrrrua::.11 rT,u.,�,T • .... . ___._.___--
f n sea t iP-.er,e:lu:, :. • ,. uC• c+:n• w.!". n
t✓'i a
od .cu,Vk ✓,
ra!:e. -xas e.a e
.al ['. ,rail 'n r:
..r
;.,Ilehk, ,.core ,r. wr,�_la; it rf�..,-c+f��,s�.,�,.[:w JYnan,.,r
,u6 ,�. x JJs r•II u :.1 a ncyn:.:n .s
1
x,;.ai Vayf•,•I„n,,:a rai:rrl u•�:,,rr ,I:>tlu,rro,d.'d as
I
. pc,n_-fie buy 'air zh rainnar::[rry ;L, e
uur:r.c c,"'in.
I71 t81C •rv•••I
r.
A:'a:[¢r
r'a'..I,-a'Jcr. er>.-eT, 1s.fy •'n:ir.: ]. -
N.,sy,5;
it;str-Jit ilays
! .rd [in,c,fn•ei�:pc[[ictt
I ,.I, l;n 1:
J. 4.,,.� c}n.o � t tie , i
ks :: ra If n„ arr:ic:•.
I :�.¢rsm., ra•.
.I. •,:die.:ier.ur,.r.sray.e �r.aSs�Irs r.c,.:r•¢•.rl.:,a
jjy
t > i.o i,::h i„
a_
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i
.,. or•,rr'V,w+n ornny talc.:.
3 5[ur� x�: -r --
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•
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1ua 1 i 1
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Y Ira.+ell u,r .rk,nv
vrr[1c.,. k:,,p g,r:a rn:
eor
,."
e. Jnneeuri eof ,,j- wit J
> LO a1.dr h,
o
:1
r.11 roreei[,
aM1v[,u'sce'i„�u r•i,J n:ili �r r:s.crofe•.i�,: fl r
or:
S. :n re, if �: -i"
7IIIII�'�
•. aeaa,f. c: nimiefil
[+11•r
:.,� r"Iralvh:rxd:�..�r_Ihr�e•rUe,vles::r,•euw
s r1 e,.r„err.,
I rl,l,e'uL,..:,.shall uu nuJ..
i
.�-Jw.M1�r, :lac
1. .x[lana vAen [n dean-e sr .1 ,,, r
p u ,o .s [Hared . a ,r [r,tais:e:r.
els Naeyn
k;e::n:au,
Pe-, a1aFc,•, ar:r
l a�l [.wax
I.Snea-Pre,it%,rV ,ueawrns.,cm.vrens..'l:r:,.re
e•""
s s:•Fen:v rare ;
i 1 KU,;
. -
rrlre .ra.rt:r ..[Lrdeasire:ra- ri„
,rJ Av sSJercnr.6- rr ,
xx[I.,-3a,:,=.,[e ! leuerAer
rtrea•uF eur'ak i.,ru:r•J v.n L•u."r W'r n
r erc::1,
nF.nnr
r
v.:6rn a ern.::. of kr 1e1a•• V,r x as �, avae
II rlcra
l•L]d: ••r ,1•• a uu
•
a- 1 :.v in
J. x urda oF:M1c,c��v�reJ rc �a c.,ire
errs rycne lyj, o;�µ
Ie
r F
i [ 1
. Sr[liry C..:en, i e _
-a1✓fit %ie
¢ci r ,na1:::nrr ,a :rsc
I L a�'•J:
"iF
I lra,i• a, rcl aLhr-n�nF !c .
x t
¢at., es
I
a:.fll fare oh: h.r fla
:,•[r [ , Ivr.t
rye, p rf
Y +t„view''
L Doc Je[Irn exa::ae reu:.l lei uw;0 f:eP,lanwn I
1
��-+'!r'." "x,a' yfa,t s'.- bW+l w.[ [Ik ri .n 4 q 'o5
I
,_ fn, r�ar:ou [rate ...d hroru,r.xrs�
s,5
1". =w.e:,.:
N ❑iE: Tf:e Nan ins er lion ruse tit r 7 I n !s e e u+.red ca a dar day ins ection r [ P r •uemen!.
q Y P I
PART III
SELF -INSPECTION, RECOROXEEPING AND REPORTING
SECTION B: RECORDREEP ING
1. E&SC Plan Documentation a mentatian
The approved E&5C Prua ds vied as any aPlnovcd d vial[un shall he kept v,l the Site. f he
v foxed E& Ian n, s • k
PP Sip u t be opt up-tv-dale lhrougbcut [fie coverage under this Permit.
fire fuJlordn Ile lr. -
s ur[ninin [v lilt E&SC Ian snag o 1 g e>,e t of site and ara,lable for
P E P P
iu5 ti[ien a I i1 C t a t nos dun in-^ nv:rnal business hour . P 5
T I[eni to Daeurn n-__ _ u ..._-
e [ Qocun cr�rn ion scquo-en en[s l T I
__ __
1a} Each E&SC rr.easute lvs Lxea insda;tiJ 4:,tial and dale+❑aVI[E&f me:sue rare
and Juvs rot siyni!i:army drria:e Ff❑n1S5:C nF d,e Jppru'xJ E&SC plan ur c.i:n?lele, dale
Ivcd5tin5,d:,nrl,l,un; and telari•:a c:eratlons endfibrk•II,IncpcLk;Qltrepmtlhel'islt Bich
shown pn a,e pl:lnv5rd E@EC Plan. EB.SC n:ersme sl:u.vn vra tk:e approved EI'll,
T,n. This dl w=ra[i❑nkl p xir rdu cte ri V
I
I :n i::il • sG1ia [full ofthe E3_C m� . n Cr :E
i
, by EG SC nwasures an: n:cJ,EeJ after Limal
I'
Iaital!atwo,
•:Ib} Aphase of ge. dirag Itrs Ccrn cot pale .
-I
I Ivilial cold dare a copy of rare spp,v d E&SC
plan ❑mete le, dr[e a:P1 sfg,l au Ie'.W,Licn
Y, trio o:d:care fora: pteuvl t 43 ,rar
___
w ns:f u<l u,r Phase
c Gtas„d TMI"^
[ 1 wrcris Ir>cx5rd and it sta!:ci
1 .nest a:ui dare a wpy of the Opp: oved E85C
a[ „I r
[ • u n e [ 11 x r^ ruse a E&sc
' .P
i Iona wn, I •r da•r . u •� ,
9 r 2, di [[Ion
p bar it sire
p Ian.
jf n+Pl'• va
rc c[[m lnJ.ra[�m , �
T+eeritha ro.e4
E
•,nd cos ers ccf.adw,
__ v s- _ s7 u
I'C4nl Vfrte, date aM s,gn an m,picsoPn ki",r. •-
____
IJf rar Ins aria repae -' w
t
•r
ut
c fe, Dire„ 2 5 f
a0 E&SC :.a,u es I
t.,p c b wk •ulunnr d.
p
_
(.I c.,_ a tiae Mil l,s I:are L ii taken
h:dial,I Id LIME— eupY of llw 3pyruu¢d ESSC
No
n, iva de• P.daur � r n an in: radon u p g c
!
,e ur5luin?Iwlelheeom p e o e p
I
rurirrlier"Gois,
d' a l T Ad city a lip cvmell[alipn !D be Reptari Site
In Jdtllti011 to Il,e E&SC Alan documef+ts above, ti:e fu!iu,viag items snarl be kept on I:
5,1e and avails btt far in; rcwrs all [i n at I es durin normal bus; l:uss hOUTs u I P Hess tile,
C
Di•,i p1t f t -
s. avldes v s Ee s colic txua Swn has n , , P P P based u ul:iyue s�le col d�lions tllaL rraka;
this lei{Jar en,ent not Practical:
at Tlris Gcaemi Ye roil w •IIa - r r -
{ r as � s the Ce YC•cale of Cwera'e an-•r it i r , , s ece-ved.
b Records of ins eccons lnade durin Ew r { 1 t _ Lwivus twelve months. ih • u F E P L nnil[L'e 5'laa P
fora N- re
quired e aired vhseryJ[:vns on file ins • + R q ctir,f erard fvrfn rc.id Ylb [Ile
PL p Y
Dwi:ion or a sill:ilar it+s - f �ct'en Porn, that arc uJes a6 to t aired ]en•� P C � e ,_cis. vie a!
i
edectfolkfcall •JvailJble Feral in li h r ds eu of t e e ulred u'cr :a tus wilt � IPxu r Y boa ed f
q PP P
shaw'n iv prumre equal access and utill ly as the hard -copy records.
3. Docamea[ativn to beRetained for Three Years
A 1 data used W cant .ece tile -NU! and II i e a ns vlivn records shah Tau rna:n f Prained Ora ricJ
a} three peers after PrnjecI. cu•111p'e till and ntrde available upDll feyuesL (d0 CFR 1j2.41e
__.._r
PART 11 SECTrom G }
( ITEM 4
DRAWW F E DOWN O S DIMENT BASINS FOR MAINTENANC
E OR CLOSE OUT
Sod imenL basins and rr -
t s that receive• runoff from dl.]i1IJ ear areas f • n P g L u � e core or nwrc si:all use coder voucWres that withdraw water fete [he sir Face whin these device aced to be
drawn Jvwn
f-
c, maintenaur or epee out oral-•s h iI I _ 5 this is infeas 1 e. The circulnstJn[ s in wE+i E, it - -
e C s nuE feas�hle to •.virhdrJ•:J water from LI Surface h 'I ae s ce s � be rare for cram Ic• [irltu with x t
{ P s e tended cold wean ur .
}
Nan-sgrfa=e w:lfrdrawa[s [Ivan SCdin:t lit br5in5 51,.d1 ire allcss'ed Cnly wiled all of SfrC fO:Gwi11E [rltKfia l,a're been reel:
(a) The E&SC Pi an autl.Or i cy has hcelt plea' ided arch dactime ntalivrl of the non -;Or fa ce.vitfidrawal aP--d tlsu specific lime per lads or Conditiul:5 it, which it will occur. Ihe• run-sui Face witl[drawal
shviE no[ commence unu! the E&SC plan a5ltl:vrirr has appnoveJ Ii,eSe items,
(h1 Ti,❑can-surface nithdrawa! has Leon reported as an anticipated bypass in nmtdunee -,With Pa III, Section C, henl (21(r1 alsd [d of this pem,ir,
{cl Cexalering dsdwrgus are treated wile cvnlr�•Is to minimize discharges of puilu to rats bwn stormv:aler That is Iercuved ham the sediment hasn. Examples of apprcpriae controls ircfuJc
Pfoperiy ailed, des ;ced af:d Ill aintaired deviate; ing tanks, weir to n',s, and filtration systems,
{d1 Vegetated, upiard areas Of the Sites of P property designed stone pad is used 1. the i,,.W,%feasible at like outlet of Ili- cl v to ring heaUnIN'n de•rces d'Str bed ill Itein (=) above,
C VL'IOCiT di si i } s atian deyicu such as check darns stains Y P e1:t Ira s and ri ra are royidcd J[ [Ire disc Isar •e n f :k A. P A r of is o a dewa[er:r, • dcvicts and P 6 A M1
ill Sediment relr:vied ff om file Jr•:raluring treatfreltl devices described i111leni (rj abn•ru is discose[I of !n a manner that does I[ot cause de pesitiull of sediment into Waters of the L'n,led States,
PART III
SE E F-INSPECTION, RECORDREEPING AND RE PORTING
S ! ECF GH C: REPORTING
1. Occurrences that s r most Reported
Permiuees shall report lilt irtavang occurrences=
(a) Visible sediine11[ deposition In a stream pr w'e[tar;,l.
{b) p o: Rr if- ,s s
• They are 25 gallons or more,
. f II" ate I— D,an 25 galturls but can not be deaned up wi likin 21 hour 5,
• flley cause s11e2e11 on sue face walels (regaTdieS5 of vofunle}, Ur
• ]Ile are within ' i We Feet of ski rface orate rs rr ardlcss of vutu IIt • -
Y C
{ g }
Ic1 Releases of hats Wvus sul>slan[us ru excess of reppnah!e quantities under 5 uivn 311
Of lhv CEea It Water tut (heh 40 CFR 114.3 and 40 CM I17.3) pf Sectdcn 10d of LERCLA
(Ref: 40 CFR 302-4j of I .5. 143-215.9$5.
J Ant a n led b asses and una nisi aced u asses. I 1 P YP P yP
l e Ncnccln Hance with [ ,e cvnJliicns of iris ermit F. f { i t tat nla endar„cr hea lh yr the P A Y :.
envrrvnnlent-n8 s 2.Re wtiTimefram n
P e and Other Req uirernenis
Af
ter tree a arfci¢re becvrnes aware of an v � w •r h « rL set at mutt be re o1 [rd he sflall u eta[ A u P
lie : Di• i -
apprvpna e a SWn fegiv11a1 office tVi [f n the llmeframe5 and its aCC❑fdanCe V'rldl ti1C
other requ!renien IS listed betctu- O[=urre„ce5 outside normal business hours may also be
yr red tv Ehe De ru,,le It is Environitle ll t al Ercer e n f reP [ 1-❑ Ir[ erSL'nnC at ifEO Pa gnY P
{ 1
85 &L13Ed.
Occurrence - 1-pe .___- _ - i _ - ____ ___ ___ __ - -
}+Mu 1n TP?r ,emra(AI erfl-,*-", Yyand ❑the-Rrr�uIfe,-ants •_
Wl VktIes 1mlent �• W:Wr Ia berm, a n anal of e!ec[rook Paul icol ion,
de Pvsiri:, 'n • Wilber, ♦rofendar days, arc oath at con:a::+sr drSCr 't�in W LL,c Y. p'
sue and Of neua nJ
Sediment 3ud r[I UI,: Warn to ,dJress lire [.ate OI d i, the a•kL ona
ni•:is!Pn 51 r!F ma' •x .ru flat r • •. erne , 1 r r e L I! u a IJten 14 ct[cna 4' P
Case- ill '-fic boils.
u tie vra_ lhv urcms6 named cn the _1} ist as'm ti cd o
I
ela• .ed W:,Sr[ Rrr I • •nt'ueu m iced la •�e:foro, a1� uo ra ay cu rsata naE
rani Lol:1,F, u �t trans ur r••• r I ,t to 5lt h:'enr ,r:cl ices fslalr upc .d d 1 T '
cat •r, ,in she sddi:i : d � e 1 ., ,•eedeel :v assa[e[ n !Ix �: rrrlutru un .cc V
:vital d,e federal ❑r sWtcJnn •ra ed,..�. r [e . wrwi:ipas. I
k, Isis 1 and �id- n ,. 4 I p s W rvn N ors ail w oi[Fl orar t utdrtar'4 r..fv A-'u[:a K e,tx j
elwse of ! i,all itKiude in[unn vale '•xv i, J .[ taro• F_nc vatul n• rv.ufne m,J
irdeardoas Iuullron of d:e sealSir .I.-
%-DLta,lCrL PrF It in
1' oCw !u d
[Ali xed _ _ - -_-__ ____- ...
I n Are crt v[feust rend � � re I p C� o�c �kerw u Inca oar + PsS,are. ...�
P ❑. ! r YP • IF
h , ':d Ali area L i . h 5p rr lr wts ,B:nrrdr dadr,IpaC�n Ul lh a„u t d
V 4 J
12Jn1 rn 5 _ t .t 11 1 effect of [he b
-_____l,aess.
p Dna c aced k } p W,'4,in Z4 npvrs a1 a! or
e;ectr c r:ci,f -�iu rat •n,
b' a ,In LE li YV :s fj f d 1 • W,thrn 7ro en or dos uit riot a I,al' Orr, a, , �r f ,
r.
a reP K es [v •rati w u 11 s
iL'! i1 m 3 ( 1[ 1 r'nh[ a elf' c❑I h _
1 ••d v% t a o •.ws.
e NV0Cu:r-ri.nrr • 1 �f I 1 wm+nxarlp.rs a1 rralrrr;ecI,U,lircuthcni n.
0
wall the mod-rnrns
• Vvrhin7rdcmfpr d.ys, a report drat cr„rmiis r dk;{(p[:an ua d'•.`
of thisper,,1 that
andir. r.r,nr;kur .r;w❑rare.,-ntn Ii „ wmpl,ar a u
P p
+:ryr,Ygnder u,c.,.;,,exact dalyn 3r 1 ti. Ica, and d tl:v k,c acorn:lialxe Ills not
I.r,lldk ,r ,he been Cur front, kh,t mlkiaated :.,,'•a r lco nFleJrrr,S rwrL%d to
en.iltini1 r111lo I.,Itint,liod Alps utk or,Ill1_d W trvpre, dirlo i ly acd
GFR 122. 11i14r11 4 p, rr ant rrowvt rrtK: u! u:e nurxwngliaa-e- (av 08,12214 :[7:s}. I
• Pi'•iiunst,lllrtiy, ca that quer rat forawiiM, reo.1 vra:, i
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
s,:.
Noarlc CAiti7LINA
t.:
a � £nviror mere[ u 1 lit utft
4
k Y
=:r3`
EFFECTIVE: 04/01/19
DE1N1LR Mollituring Form L)EMLR Form Rev, 04012019 Page 2 of 2
PART 2A: EROSION AND SEDIMENTATION CONTROL MEASUR1=S: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 FICSIIRR nF A RAINPAi 1 T=V;=NT F11I IAT Tn C11? r-'MFAT17-{7 T"AA1 •f A ITd Y-•L3 sea h>4 LJnI In o=6l rin
Erosion and Sedimentation Control Measures Inspected . '
.
..
lnspeciion
Date `
; :.:. `
. f?escribe. Actions Needed
Corrective actions should be Performed as soon
_ , g to .
Noted as
Corrected
.
.
iAeasure ID or'
. :L_OCatIOn.and -
. Description. ::
.Operating
.Properly?
(YiN)
.:.:.. ... :..
'Any Repair ":
.:'or.:.
Maintenance
I. . . .. ...
Needed? .:%
YINtu
Nely Measures installer!
as ossib[e and before the next s#orm eVertt
Proposed
Actual
Dimensions
Slgnificanf
.. .
.
.• .... .... .:
.
,-t
Di enslons
Deviation from
Pfan _ (YIN
}xew erosion ants sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or
practice shown on a copy of the approved erosion and sedimentation control plan, List Dimensions of Measures such as Sediment Basins and Riprap Aprons
PART 2B: STORMWATER DISCHARGE OUTFALLS SDOs : SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOiIRS OF: A RAIAIFAI I PVPNT I=nl IAI Tn f1R f PPATC0 Tutu -f n tft[r'U pen 7A Lint ID 12e0rnrl,
StQ[ llifateF
m .
I
Q schtar a t7uifai!
9 S.
In e
. 5p .Cted...
.... .... .:
inspection
.. -
..
RepDrt VlSIbIL SedlnlBtt#atioh to streams or weflands t0
Date
Noted aS .
:.:..%
Any Visible
Any InLrease':
. . ...
:.
.. :... . .. ...
- .:
5toimwater
Dischar a
g
Sedim'entatio n.
in Stream
... sin .Visible..
�;
.Any
A�;yvisibleoil
Hate .
LandQLlalltyWltftlrt.24lour5
Corrected
Outfall ..:.
- in.Strearris, :
:: Turbidity
Erosion
sheen, floating or'.
Litt s:iiderx.ric:iibVfdontactfre focal -oilier s
�_k�-- _ -
.ID or
Wetlands,or :
from. :..:
below..
suspended solids.or
, .. .. . , :
, , . -' DosCribe Actions Needed :.: : :. ::
•Location....:
Outside Slte
Discharge?
5DO?
disooioration? {YIN}..
corrective actions should be' e ,formed as soon as assi6le and :
Limits? YIN
( )
..
YIN
{ )
YiN
{ ) :
.
. :
.
before the next storm event .
rAK I ZL;: t KUUNLJ Z5 1 A141LILA i.ION Must be recorded after each Phase of Gradin
,eas Where.LarEd �istidrbance Has Been:
:.Time Limit for .
is Ground Covey
-
. .. .;: ._ ...:.
`: .
- ..
ae
Completed ar T'emporarily.Stoppod '` .::
- .
.. -
Ground Cover:•
.. Suffleienrt to .
Inspection
�esCrli2e ACllptls NB+rded ': .
Npted as :
.:.:...
l ifays or 14 .2estrairi
Er6'sion�.
•,:
::- date .:
Corrected
:. .:..::...
da s
.... _(YIN}.
..:... .....
.. ..
:... :.:.::.. ..... `. . . .
.... .. .. . ..
..... . .
. .
ji
McAjjA7u15
The John R. McAdams Company, Inc,
3430 TOringclan Way
Suite
-110
Charlotte, NC 28277
p ri
hone 704. 527. p
Uo00
fax [phone]
IC - I erase nurriber: C 0293
www.mcadamsco.COtri
CLIENT
BROADSTREET HOMES M S
131
2 CAMP CREEK ROAD
LANCA TEr
S R SC 29720
:''G I NiE -' �
r r G. Ut'v1� V *,
i
REVISIONS
N0. DATE
1 07, 24. 2019 1ST ROUND OF COMMENTS
PLAN INFORMATION
PROJECT NO.
COU-15000
FILENAME
COU15000-EC3
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
04. 17. 2019
SHEET
EROSION AND SEDIMENT
CONTROL DETAILS
E C am 1 dgm'k
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION