20200850 Ver 1_F - Proposed Impacts_20200626

DESIGN COMPANY:
MERRICK & COMPANY
PLANS PREPARED BY:
ROBERT TRIPP, PE
EMAIL:
[e-mail]
ADDRESS:
301 S. MCDOWELL STREET, SUITE 300
CHARLOTTE, INC 28204
PHONE:
[phone]
DATE DESIGN COMPLETED:
SURVEY COMPANY:
SURVEYED BY:
MERRICK & COMPANY
EMAIL:
[e-mail]
ADDRESS:
301 S. MCDOWELL STREET, SUITE 300
CHARLOTTE, INC 28204
PHONE:
[phone]
DATE SURVEY COMPLETED:
FEBRUARY 2020
CHARLOTTE WATER REVIEWER.
INSIDE CHARLOTTE: ( ) YES ( ) NO:
TOPO NO:
SITE
s
VICINITY MAP
NOT TO SCALE
lu-
Know what's below.
Call before you dig.
CHARLOTTE
W6TER
CHARLOTTE, NORTH CAROLINA
ENGINEERING DIVISION
SANITARY SEWER COLLECTION SYSTEM
GOOSE CREEK SEWER EXTENSION
ISSUED FOR CONSTRUCTION MM/YY
7031440002
Scale: 1" = 300'
0 150 300 600 900 1200 Z
INDEX OF SHEETS
SHEET NO. 1
COVER SHEET
SHEET NO. 2
GENERAL NOTES
SHEET NO. 3
STA 0+00 TO 12+42
SHEET NO. 4
STA 12+42 TO 27+22
SHEET NO. 5
STA 27+22 TO 39+97
SHEET NO. 6
STA 39+97 TO 53+60
SHEET NO. 7
JUMPER DR
SHEET NO. 8
RANBURNE RD
SHEETS EC1-4
EROSION CONTROL
SHEETS 1313
BUFFER MITIGATION
SHEETS D1-D4
PROJECT
DETAILS
APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEW ER MAIN EXTENSION
CHARLOTTE WATER
NAME CREEK BASIN GOOSE CR
CLNJate, PROJECT NO.. 70314400ED
PROJECT TYPE. [D NFW CONSTRUCTION ❑RELOCATION []MODIFICATION OF PERMIT NOOTHER .
VOLUME OF WASTEWATER GENERATED BY THIS PROTECT : GALLONS PER DAY BASED
ON190GAL/DAY/SINGLE FAMILYHOUSEHOLDx HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT UNITS OR
IS BASED IN
ONS/DAY/UNIT PER HOME AND 100 GALLONRS S/PEON FOR GENERAL BUSINESS.
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
Q MCALPINECK NC00249]O) IRWINCR_ I NC0024945) MCDIAVELLCR_ (NCO036277)
SUGAR Cre.)NC0024937) MALLARD CR. EN000S0210) ROCKYCR(NC0036269)
NATURE OF WASTEWATER 75 %DOMESTIC 1INRUSTRIAL
2S %COMMERCIAL 56 OTHER
ORIGIN OF WASTEWATER XQ SUBDIVISION % M COMERCIAL
BSCHOOL INDUSTRIAL
APARTMENYI-DO'S �CHHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS'.
N/A
IF WASTEWATER IS NON DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT
N/A
IF.A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? E]YES ❑NO
HASENGIN EER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW' ❑YES DNO
PERMI T NO. Fore SEWERS IMMEDIATELY DOWNSTREAM
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM lfi"
HAS ENG THAT NC REM AND CLTW a[er MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT ❑YES �NO
COMPLETE NAME AND. ADDRESS OF ENGINEERING DA M
RRICK & COMPANY
CHARLOTTE SORT C FEEL
TELEPHONE -_-5-29 - 6500
PROFESSIONAL ENGINEER'S CERTIFICATION:
I, ROBERT TRI PP. PE , ATTEST THATTHISAPPLICATION FOR
E HE
E AND IS
ACCURATE
To T
BEST OF MV KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF
FMY KNOWLEDBET HE PROPOSED 0EESIGN HAS BEEN
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
PPCIF AY HAVE BEEN REV ELOPED BY OTHER PROFE
SSIONALS, INCLUSION OF THESE M.ATERI.ALS UNDER MY
SIGNATUREEDDESIGN.GNIFIESTHAT HAVE REVIEWED THIS MATERIALAND HAVE JUDGER IT TO BE CONSISTENT WITH
THE PROPOSED DESIGN.NORTH CAROLINA PROFESSION PIE ENGINEER-1 IEIL, SON ITURE, AND DATE,
FINAL DESIGN - 100% NOT
FOR CONSTRUCTION
MUNICIPALITY:
NCDOT ENCROACHMENT NO:
DISTURBED AREA:
NCDEQ PERMIT NO.:
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVALS SEAL
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
8 PVC
2913 LF
8 DIP
511 LF
16 PVC
2690 LF
16 DIP
562 LF
TOTAL NO. OF MANHOLES: 24
TOTAL NO. LOTS AFFECTED: 14
PROJECT NAME:
GOOSE CREEK SEWER EXTENSION
SCALE:
JOB NO: 7031440002
DATE OF ACTIVATION:
DATE AS BUILT: BY:

GENERAL NOTES:
CONSTRUCTION SEQUENCE - EROSION & SEDIMENT CONTROL
3
U
0
1. CONTACT CHARLOTTE WATER (CW) PROJECT MANAGER (JEFFREY
MCCLANAHAN) AND INSPECTOR BY PHONE OR IN PERSON A MINIMUM OF
48 BUSINESS HOURS PRIOR TO BEGINNING LAND DISTURBING ACTIVITY.
CHARLOTTE WATER TEL NO. IS 704-399-2221.
2. ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AND THE
SPECIAL PROVISIONS AS DESCRIBED IN THE PROJECT MANUAL, AS WELL
AS ANY OTHER APPLICABLE STANDARDS (CHARLOTTE WATER STANDARDS,
TOWN OF MINT HILL UTILITY STANDARDS & PROVISIONS, ETC.). IN THE
CASE OF CONFLICTING REQUIREMENTS, THE STRICTER SHALL APPLY.
3. CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE TO LOCATE
UTILITIES IN THE AREA BEFORE ANY EXCAVATION. ALL EXISTING UTILITIES
MAY NOT BE SHOWN ON THE DRAWINGS. DESIGN -BUILDER IS
RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES,
WHETHER SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTILITIES AT
HIS OWN EXPENSE. CONTACT NC ONE CALL AT 811 OR 800-632-4949.
DESIGN -BUILDER IS RESPONSIBLE FOR VERIFICATION AND RECONNECTION
OF ANY SANITARY SEWER SERVICES TO THE MAINS BEING REPLACED OR
REHABILITATED.
4. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY CONSTRUCTION
EASEMENT AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE BEEN
OBTAINED, AND STAGING AREAS PROCURED BY THE DESIGN -BUILDER.
LIMITS OF DISTURBANCE ARE THE PERMANENT CW RIGHT OF WAY IF NO
TEMPORARY CONSTRUCTION EASEMENT EXISTS. DESIGN -BUILDER SHALL
REMOVE ALL TREES WITHIN THE LIMITS OF THE TEMPORARY
CONSTRUCTION EASEMENT, EXCEPT WHERE TREE PROTECTION IS SHOWN
ON THE DRAWINGS.
S. LIMITS OF CONSTRUCTION (LOC) SHALL BE DELINEATED BY ORANGE
SNOW FENCE OR TO BE EDGE OF EXISTING CONSTRUCTION EASEMENT
(TCE), EDGE OF PAVEMENT EASEMENT (EDP) OR SILT FENCE LINE (OPEN
AREAS) AS INDICATED ON INDIVIDUAL DRAWINGS.
6. DESIGN -BUILDER IS RESPONSIBLE FOR PROCURING WRITTEN PERMISSION
TO USE ANY ADDITIONAL AREAS REQUIRED FOR CONSTRUCTING THE
PROJECT THAT ARE OUTSIDE THE EXISTING EASEMENTS AND
RIGHT-OF-WAYS PROVIDED HEREIN. DESIGN -BUILDER SHALL BE
RESPONSIBLE FOR REHABILITATING ANY ADDITIONAL AREAS UTILIZED
DURING CONSTRUCTION TO EQUAL OR BETTER THAN EXISTING CONDITION.
DESIGN -BUILDER SHALL INSTALL AND MAINTAIN EROSION CONTROL
DEVICES IN ALL AREAS UTILIZED BY THE DESIGN -BUILDER TO
CONSTRUCT THE PROJECT INCLUDING STAGING, STORAGE ONSITE
STOCKPILING AND OFFSITE STOCKPILING AND OFFSITE DISPOSAL AREAS.
DESIGN -BUILDER SHALL FOLLOW ALL LOCAL REGULATIONS REGARDING
THE WORK, INCLUDING KEEPING MUD AND DIRT OFF OF PUBLIC ROADS
AND PRIVATE ENTRANCES, AND REHABILITATING STAGING, STORAGE OR
STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING CONDITION.
DESIGN -BUILDER SHALL TAKE ALL REASONABLE MEASURES TO PREVENT
TRACKING MUD/SOIL ONTO ADJACENT ROADWAYS. ANY MUD/SOIL
TRACKED ON ROADWAYS SHALL BE CLEANED DAILY. FOLLOWING
COMPLETION OF CONSTRUCTION, RESTORE ALL CONSTRUCTION SITE
ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL.
7. AS PER NCDEQ CONSTRUCTION GENERAL PERMIT NCG01, PERIMETER
DIKES, SWALES, DITCHES AND SLOPES, DISTURBED AREAS WITHIN HIGH
WATER QUALITY (HWQ) ZONES, AND SLOPES STEEPER THAN 3H: 1 V
FOLLOWING COMPLETION OF ANY PHASE OF GRADING, SHALL BE PLANTED
OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION
WITHIN 7 CALENDAR DAYS. ALL OTHER SLOPES OF 3H:1V OR FLATTER,
EXCEPT THOSE WITH SLOPES GREATER THAN 50 FEET IN LENGTH OR
WITHIN HWQ ZONES, FOLLOWING COMPLETION OF ANY PHASE OF
GRADING, SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY
OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT
TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS. CONTRACT
DOCUMENTS SUPERCEDE CW DESIGN STANDARDS.
8. SOIL EXPLORATION WORK (IF APPLICABLE) MAY BE PROVIDED FOR
INFORMATION ONLY AND IS SOLELY TO ASSIST BIDDERS IN ASSESSING
THE NATURE AND EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE
THEIR OWN DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS THAT
WILL BE ENCOUNTERED DURING THE COURSE OF THE WORK. NO
REPRESENTATION IS MADE OR WILL BE GIVEN BY THE DESIGN -SUB
CONCERNING ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED.
DESIGN -BUILDER SHALL CONDUCT ALL INVESTIGATIONS AND TESTING
THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS
REGARDING SUCH CONDITIONS PRIOR TO CONSTRUCTION. SOIL BORING
PROFILE ELEVATIONS ARE APPROXIMATE.
S. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES, OR
EQUIPMENT SHALL BE FENCED WITH TEMPORARY SAFETY FENCING AT
LEAST 4 FEET HIGH AT END OF EACH WORK DAY.
10. WHEN DEWATERING TRENCHES, TURBID WATER SHALL BE PUMPED
THROUGH A FILTER BAG.
11. ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS MAY BE
REQUIRED BASED ON FIELD CONDITIONS AS DIRECTED BY DESIGN -SUB.
12. DESIGN -BUILDER SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS
ASSOCIATED WITH THE MAIN ALIGNMENT OR ASSOCIATED BRANCH
ALIGNMENTS THAT OCCUR AS A RESULT OF CONSTRUCTION ACTIVITIES
AND ASSOCIATED FINES FROM STATE REGULATORY AGENCIES.
13. ANY LAND CORNER, PROPERTY MONUMENTATION, OR BENCHMARK WITHIN
THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER
MONUMENT IS IN DANGER OF BEING DESTROYED, THE DESIGN -BUILDER
SHALL NOTIFY THE OWNER IMMEDIATELY. ANY CORNER MONUMENT
DISTURBED OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND
SURVEYOR REGISTERED IN THE STATE OF NC AT THE DESIGN -BUILDER'S
EXPENSE. DESIGN -BUILDER TO PROTECT OR REPLACE NCDOT
RIGHT-OF-WAY MARKERS OR MONUMENTS PER NCDOT 806.01.
14. CONTACT CW PROJECT INSPECTOR IMMEDIATELY REGARDING ANY
CONFLICTS THAT ARISE DURING CONSTRUCTION OF WORK SHOWN ON
THE DRAWINGS.
15. FOR ALL TIE-IN PIPING OR CROSSINGS, DESIGN -BUILDER SHALL VERIFY
ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND
MATERIALS PRIOR TO SHOP DRAWING SUBMITTALS, NOTIFYING THE
DESIGN -SUB OF ANY CONFLICTS.
16. ALL DRIVEWAYS, DRAIN PIPES, HEADWALLS, AND OTHER PHYSICAL
FEATURES SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING
CONDITION, IN BOTH NEW AND EXISTING RIGHTS -OF -WAY AND WITHIN
ANY TEMPORARY EASEMENT AREAS. ANY STRUCTURES OR DRIVEWAYS
DISTURBED OUTSIDE THE RIGHT-OF-WAY OR EASEMENT SHALL ALSO BE
FULLY RESTORED TO THE OWNER'S SATISFACTION AT NO ADDITIONAL
COST TO THE OWNER.
17. PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION. MAINTAIN
PROTECTION UNTIL DISTURBED AREAS ARE STABILIZED WITH GROUND
COVER SUFFICIENT TO RESTRAIN EROSION.
18. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH LINES OR
OTHER AREAS OF CONCENTRATED FLOW WHERE SLOPE IS GREATER THAN
2%.
19. DESIGN -BUILDER TO DIG TEST PITS AND DETERMINE ELEVATION OF ALL
KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE OR CASING
INSTALLATION.
20.ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS
ARE CRITICAL TO THIS SEWER INSTALLATION. DESIGN -BUILDER'S
REGISTERED LAND SURVEYOR SHALL VERIFY LINES AND GRADES
THROUGHOUT THE INSTALLATION PROCESS AND DOCUMENT ON
AS -GUILTS.
21. EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF AT AN APPROVED AND PROPERLY PERMITTED OFFSITE
LOCATION. CONTRACTOR SHALL PROVIDE TO DESIGN -SUB PROOF OF
PERMIT.
22. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTION HAS
CLEARED THE FENCE LINE. TEMPORARY FENCES THAT PROVIDE EQUAL
SECURITY SHALL BE ERECTED UNTIL THE EXISTING FENCE CAN BE
RESET.
23. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE
WORKING AREA AND ADJACENT AREAS AND REQUIRED UNTIL THE SITE IS
FULLY STABILIZED.
24. DESIGN -BUILDER TO SUBMIT TRAFFIC CONTROL & SAFETY PLAN FOR
APPROVAL PRIOR TO SHUTTING DOWN ANY PORTION OF ANY ROADWAY.
CONTACT AUTHORITY HAVING JURISDICTION TWO WEEKS PRIOR TO ANY
CONSTRUCTION. ONE LANE MUST BE OPEN AT ALL TIMES ON QUAIL
PARK DR.
25. THE DESIGN -BUILDER SHALL ADHERE TO ALL CONDITIONS AND
REQUIREMENTS OF ALL PERMITS THAT HAVE BEEN OBTAINED AND ALL
AVAILABLE LOCAL, STATE AND FEDERAL REGULATIONS. SEE SPECIAL
PROVISIONS.
26. EXCAVATED MATERIALS SHALL NOT BE PLACED ON ROADWAY OR
SIDEWALK.
27. DESIGN -BUILDER SHALL BE RESPONSIBLE FOR MAKING SITE AND
ADJACENT PROPERTIES ACCESSIBLE FOR EMERGENCY VEHICLES AT ALL
TIMES.
28. DESIGN -BUILDER SHALL AVOID EXISTING SEPTIC TANKS AND WELLS,
INCLUDING ANY REQUIRED SETBACKS OR BUFFERS.
29. DESIGN -BUILDERS ENTRY/EXIT TO PROJECT IS LIMITED TO THERE
DIFFERENT ACCESS POINTS. ONE TEMPORARY ACCESS OFF BAIN
SCHOOL RD ONTO AN EXISTING PRIVATE DRIVE, ONE ACCESS OFF OF
QUAIL PARK DR AT PROPOSED PERMANENT EASEMENT, AND ONE
TEMPORARY ACCESS AT THE END OF QUAIL PARK DR ONTO PARCEL
1970115. PERMISSION MUST BE OBTAINED FROM ALL IMPACTED
PROPERTY OWNERS BY THE DESIGN -BUILDER. DESIGN -BUILDER MAY, AT
THEIR OPTION, OBTAIN ADDITIONAL ACCESS AND WORK AREAS FROM
PRIVATE PROPERTY OWNERS AT NO ADDITIONAL COST TO THE OWNER
AND WHILE ADHERING TO ALL CONTRACT REQUIREMENTS.
1. OBTAIN EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION
CONTROL INSPECTOR FROM NCDEQ TO DISCUSS EROSION CONTROL
MEASURES. DESIGN -BUILDER SHALL CONTACT THE NCDEQ DIVISION OF LAND
QUALITY AT LEAST TWO (2) WEEKS BEFORE CONSTRUCTION ACTIVITIES
BEGIN AT [phone].
3. INSTALL PERIMETER SILT FENCE, SILT FENCE OUTLETS, TEMPORARY
CONSTRUCTION ENTRANCES, AND TREE PROTECTION FENCE AS SHOWN ON
EROSION CONTROL PLAN.
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, CLEARING
AND GRUBBING MAY BEGIN. CLEARING AND GRUBBING SHALL FOLLOW LIMITS
OF CONSTRUCTION (LOC). LIMITS OF CONSTRUCTION IS TO BE EDGE OF
EXISTING CONSTRUCTION EASEMENT (TCE), EDGE OF PAVEMENT EASEMENT
(EDP) OR SILT FENCE LINE (OPEN AREAS) AS INDICATED ON INDIVIDUAL
DRAWINGS.
5. THE DESIGN -BUILDER SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES. CONTRACTOR SHALL
STABILIZE ANY DISTURBED AREAS PER NCDEQ CONSTRUCTION GENERAL
PERMIT NCG01. SEE GENERAL NOTE 7 OF 30. (THIS SHEET)
6. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES.
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
8. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION IS COMPLETE, PERMANENT VEGETATION IS ESTABLISHED ON
ALL DISTURBED AREAS, AND APPROVAL BY NCDEQ AND THE DESIGN -SUB IS
GIVEN FOR REMOVAL.
SURVEY NOTES:
1. PROJECT CONTROL
LEGEND
SYMBOLS
ACCESS EASEMENT
AC AC
BOREHOLE
B5
GROUNDWATER
Q
ROCK CORING OR BORING TERMINATED
BUILDING
I I
BUSH
DITCH OR CREEK CENTERLINE
-
EDGE OF ROADWAY
- - - - - - - -
FENCE (LABEL TYPE)
x x
GROUND PROFILE
�-
DITCH OR STREAM CENTERLINE
OVERHEAD ELECTRIC
of
PROPERTY UNE
PROP. WATER OR SAN. SEWER EASEMENT
SSE
PROPOSED DIP SANITARY SEWER
PROPOSED PVC SANITARY SEWER
PROP. SAN. SEWER MANHOLE STRUCTURE
ROAD/STREET R/W
J3�
SHRUBS, WOODSUNE
TEMPORARY CONSTRUCTION EASEMENT -
TOE OF CREEK
-'-
TOP OF BANK
CONSTRUCTION ENTRANCE / ACCESS ROAD -
FORESTED/HERBACEOUS WETLANDS
GROUND CONTROL FOR SURVEY PROVIDED BY MERRICK & CO, INC.
CLASS OF SURVEY: CLASS "A"HORITZONTAL CONTROL SURVEY & CLASS •C•.VERTICAL CONTROL SURVEY
HORIZONTAL ACCURACY (MO68): 0.048, HORIZONTAL ACCURACY (NELSON): 0.074, HORIZONTAL ACCURACY (UNION/HM88): 0.153
VERTICAL ACCURACY (M068): 0.148, VERTICAL ACCURACY (NELSON): 0.030, VERTICAL ACCURACY (UNION/HM88): 0.247
TYPE OF GPS FIELD PROCEDURE: SURVEYING WAS PERFORMED UTILIZING TRIMBLE R10 RECEIVER AND REAL TIME KINEMATIC (RTK) RESULTS OBTAINED UTILIZING
NC VRS NETWORK. DATA WAS POST PROCESSED UTILIZING TRIMBLE BUSINESS CENTER.
DATES OF SURVEY: OCTOBER 2019
DATUM/EPOCH: NORTH AMERICAN DATUM 1983 EPOCH 2O11, (NAD83 (2011)), NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88), NORTH CAROLINA STATE
PLANE COORDINATES
PUBLISHED/FIXED-CONTROL USE: NC49 BASE ARP
GEOID MODEL: NATIONAL GEODETIC SURVEY GEOID 12B MODEL
COMBINED GRID FACTOR(S): 0.999844491
UNITS: US SURVEY FEET IN LOCALIZED GROUND COORDINATES
LOCALIZATION POINT: #106(1" REBAR W/CAP) NORTHING = 521.893.438 FEET, EASTING = 1.511,718.012 FEET, ELEVATION = 706.45
2. TOPOGRAPHIC SURVEY
TOPOGRAPHIC SURVEY COMPLETED BY PHOTOGRAMMETRIC METHODS AND SUPPLEMENTED WITH CONVENTIONAL GROUND SURVEYING METHODS.
PHOTOGRAMMETRIC SURVEY WAS PERFORMED BY AVIOIMAGE TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR DIGITAL GEOSPATIAL DATA (EDITION 1,
VERSION 1.0, DATED NOVEMBER 2014); SURVEY WAS PRODUCED TO MEET A 10 CM (0.33 FT.) RMSEX/RMSEY HORIZONTAL ACCURACY CLASS WHICH EQUATES
TO POSITIONAL ACCURACY = + /- 24.5 CM(0.80 FT.) AT 95% CONFIDENCE LEVEL AND A 10 CM (0.33 FT.) RMSEZ VERTICAL ACCURACY CLASS EQUATING TO
NV A =+ / -19 .6 CM 0.64FT) AT 95% CONFIDENCE LEVEL: AERIAL IMAGERY WAS OBTAINED ON JANUARY 16, 2019; THAT THE PHOTOGRAMMETRIC SURVEY
WAS COMPLETED ON DECEMBER 16TH, 2019. TOPOGRAPHIC SURVEY WAS COMPLETED BY MERRICK & CO. AND WAS PERFORMED AT 95% CONFIDENCE
INTERVAL TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS A AND VERTICAL ACCURACY WHEN
APPLICABLE TO THE CLASS C STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED FROM APRIL 15, 2019 TO APRIL 17, 2020; THAT THE SURVEY WAS
COMPLETED ON APRIL 17, 2020.
3. BENCHMARKS AND ELEVATIONS
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL BENCHMARKS AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE INSPECTOR OF
ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS.
FINAL DESIGN - 100Y
NOT FOR CONSTRUCTION

685
680
675
670
665
660
655
650
645
640
635
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19705102
19705104 Grace Property Holding LLC
Beulah Mae Luker DB 23594/PG 463
12429 Bain School Rd
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W4 -Temporary Clearing: 0.02 ac. tB9
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'�'—Bz � B4\,� 19705113 O
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MN-1
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PO BOX 131298 CARLSBAD CA 92073
Scale: 1" — 60'
0 30 60 120 180 240 (�)Z
FINAL DESIGN — 100%
NOT FOR CONSTRUCTION

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705
700
695
690
685
680
675
670
665
660
655
12+41 13+00
14+00 15+00 16+00
17+00 18+00
19+00
Wetland FF - Herbaceous
7 - Temporary Construction
Wsturbance: 0.01 ac.
0
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CD
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-
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DB 23594/PG 463
12429 Bain School Rd
3.18LF 0-
18" DIP
Charlotte NC 28227
TEMPORARY STREAM FORD
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D3. STABILIZE STREAM BANKS PER�•\I
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WETLANDS CONSTRUCTION
/ EASEMENT
v, TEMPORARY STREAM FORD
CROSSING. SEE DETAIL 9, SHEET
D3. STABILIZE STREAM BANKS
PER DETAIL II, SHEET 02.
19705115
James Sr Black and Norelli Law
1340 Harding Place NC 28204
A-
O
Scale: 1" = 60'
0 30 60 120 180 240
TOE OF CREEK / k \ °
19704136
and Kathy C Hucks
Bail School Rd
lotte, NC 28227
27+00
705
700
695
690
685
680
675
670
665
U
FINAL DESIGN - 100%
NOT FOR CONSTRUCTION

705
700
695
690
685
680
675
670
665
660
27+21
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
Wetland DD - Forested
W8 - Permanent Conversion: 0.001 ac.
W9 - Temporary Clearing: 0.03 ac.
0
HH-9
0
N5T_ A:27+21.09—LINE A—
1� ! 1972410
N °ass ° James W III and Judy W McWhider
�a oo a 12307 Bain School Rd Charlotte, NC 28227
� F
LA'^tee MH-10
STA:29+49.51—LINE A— O
QJ O f 30+00 E ss
(� FORESTED ' P � +0pE 302.37 � of E
WETLANDS �sE 4 16"
sEo a S10- 31. 34-W 32+pp e0+00
EXISTING
\�
WOODEN BRIDGE EXISTING FENCE REMOVE MH-11 — 5' dtam�fir
AS NECESSARY (TYP) < STA:32+51.96—LINE A—
STA:0+00.DO—LINE C-
19704136
Matthew T and Kathy C Flocks � \ 40U PUBLIC
821 50 TEMPORARY
Char Bain School27 CONSTRUCTION aSANITARY SEWER
Charlotte, NC 28227 EASEMENT EASEMENT
FDB
v V
19703133 a
o A� ichael Edward Allen q/
9665/PG 448 Lot 27 _ °
^ N
705
700
695
690
685
680
675
670
665
660
39+97
a PB 17/ PG 406 _ / 19703140 o I a ��
David B Sikes
F 9 12237 Ranburne Rd n C� �
\\\ CharlotteNC 28227 DB 30140/PG 182, Lot 26,
PB 17/ PG 406 �O
s \ ° 1a 25 Ranburne Rd
° Charlotte NC 28227 Tk
19704199 19704145 \,
i L Trust A CADD
Robyn Rebecca Allen A,�r 7226 Quail Park Dr DB 28230/PG 598
Nlatchltne �i l Charlotte, NC 28227 7201 Quail Park Dr \
Sheet g \ Charlotte NC 28227 /
-281 9 30' PUBLIC
33+00 47 LF-of _ SANITARY SEWER \
e SE0,651 3 Oq+ SSE= STA:35+1135—LINE A—� EASEMENT
35+00 ssE SSE=462.42 LF o}—
SSE 36+00 37+00 e
6" PVC 38+00 �S SSE —��-
e E 53- 24' 36"W o $ 39+00 Aa.pO
..� ... SSE e SSE Q Co
e SSE a SSEe SSE ss
ME 13
A—.
., � •, -- STA:39+95.77—LINE A—
19704121 19704105 TOE OF CREEK
0 40' TEMPORARY
Carol McWhiter Sloan and a William Alexander Jr McWhirter �B23 TOP OF BANK CONSTRUCTION
Janice N1 N'hirter a DB 239701PG 865 Tract 1 PB 501 PG 242 EASEMENT %
xac , 19704199
8901 Silas Ed Ln 7005 Quail Park Dr Charlotte NC 28227 L Trust A CADD
Charlotte, NC 28227
7226 Quail Park Dr Charlotte, NC 28227
Scale: 1" = 60'
0 30 60 120 180 240 GZ
FINAL DESIGN — 100Y
NOT FOR CONSTRUCTION
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7031440002
GOOSE CREEK
Job No. He No.
scalar
PLAN
SEWER EXTENSION
PROFILE
1"=60'
Hor.
vaa. 1"=6
STA: 27+22 TO 39+97
MH9- MH13
Aa Built Date
JED
BET
RRH
BET
6/1 /2020
Sheet
Date
By
Revlslon
—yed By
Deelgned By
Drawn By
Protect-Engr
Approved By
Date
5

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NONE
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NONE
NONE
■■
■■■■■■■■
■■■■■■■■
■■■■■■■■
■■■■■■■■
■■■■■■■■
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■■■■■■■■
■■■■■■■■
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■■■■■■■■
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■■■■■■■■■■■
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■■■■■■■■■■■
■■■■■■■■■■
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■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■
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■■■■■■■■■■■■NEE■■
No
MEMEME
MENNEN
�MMM
MEN
No
11
19703138
Donald James Spiker
DB 8912/PG 911, Lot 24,
Pit 17/ PG 406
12209 Ranbume Rd
Charlotte NC 28227
10 \
STA:41+7
19703139 \
Roy Ruffin Perry
DB 4157/PG 828, Lot 25,
PB 17/ PG 406
12217 Ranburne Rd
\ Charlotte NC 28227
B2
MH-13
STA:39+95.77—LINE A—
715
710
705
700
695
690
685
680
675
670
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+60
Wetland CC - Forested 2087
W 10 - Permanent Conversion: 0.09 ac.
,. W11 - Temporary Clearing: 0.08 ac.
,i
--LAYDOWN YARD /
TEMPORARY STREAM FORD 19720 14
40' TEMPORARY
CROSSING. SEE DETAIL 9, SHEET JamesH Black CONSTRUCTION
D3. STABILIZE STREAM BANK / M
EASEMENT // /
PER DETAIL 11, SHEET D2. DB6960/ G325 \/ \/\\\/ ; +89.OB-LINE A- 19720112
8612 Fairveiw Rd Cl rlotte NC 28227
Wetland AA - Forested
MN-15 30' PUBLIC \ \ // 36x12 /
4.05-LINE SANITARY SEWER LAUNCH PIT
EASEMENT W 12 - Permanent Conversion: 0.01 ac.
Ee�7.00 LF • sa SSE sE r435.03 CF o SSE
ss
43100 a DI 46+00 4700 6• Pvc 48+00 p Qexo ,�, W 13 -Temporary Clearing: 0.01 ac.
619' 01' 2+ssE 520' 28' 02'W - 0 8�(pc 10 z10
SSE /sSE �e e B29e SSE � ' !is, I RECEIVING PIT /
�/,•�\� FORESTED / �L u W o /
B2e- WETLANDS/ • 50' TEMPORARY 9 x
CONSTRUCTION / $ �B31 B32
'�_ Q�627 `�-/... EASEMENT 40' PUBLIC Q� m
" fir. SANITARY SEWER
�... �i.. EASEMENT
Stream D - Perennial - _
— f B30 3�<
/
S3 - Temporary Construction Disturbance: 641f - /// \
CULVERT
.,r F: 25' PUBLICJ
O
19704145
Robyn Rebecca Allen
DB 2S230/PG 598
7201 Quail Park Dr
Charlotte NC 28227
E ORARY STREAM FORD
OSSING. SEE DETAIL 9 SH ET D3.
TdBILIZE STREAM BANK PE DETAIL
t, SHEET 02
-FORESTED
WETLANDS
n
°� sse •1 •
v 35' TEMPORARY 2*00 - 8" WC• 3+• e- e
CONSTRUCTIe
/ EASEMENTOT SSE HZ='EssE 53+57
Stream C - Intermittent
/ � MH-19
S4 - Temporary Construction Disturbance: 401f STA:53+56.91-LINE A-
Z L Trust A CADD
�j Quail Park Dr
Charlotte, NC 282222
7
Scale: 1" — 60' A
0 30 60 120 180 240
No. Date By Revision
FINAL DESIGN — 100%
NOT FOR CONSTRUCTION
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
Job No. File No. GOOSE CREEK
J d1e5 SEWER EXTENSION
PLAN 1"=60'
PROFILE
H11. 1" = 60'
vea =aSTA: 39+97 TO 52+93
MH13- MH18
As Built Date
JED RET RRH RET .11-020
SL_,dB By Designed By Drawn By Project-Engr Appruvetl By Date

710
705
700
695
690
685
680
675
670
665
0+00
o ° 19705119
Benjamin Carlisle Brown
DB 32048/PG 246
12435 B S 1 1 Rd
710
705
700
695
690
685
680
675
670
665
6+00 6+40
0 5 alln c l00
o ° Charlotte NC 28227 ° " / Nancy CElliott / m e .0 / o DB 30356/PG 652, PB 56/PG 421 �s_1A
oa ° ° 12309 Bann School Rd m O
m 5
o Charlotte NC 28227
197 ' � � 05111 �
Thomas A Pritchard
Wetland EE - Forested DB3234/PG114
W 14 - Permanent Conversion: 0.01 ac. TEEXISSTING DRIVE 12303
2Charlotte3 BaiSchool
c s 27d
o W 15 —Temporary Clearing: 0.01 ac. TEMPORARY ACCESS �B 2A
STA:0+00.00—LINE B— 19724137
EXISTING
-
GOOSE CREEK_________. CULVERT RT m Basil A Al Taber
—TRIBUTARY DB 32799/PG 959. PB
_ 48 PG 249 /
sse e MH-10 i /
S A f e 1+06S N30' 16' 8, "W +�o a STA:3+63.43—LINE B— — � 12217 Jumper Dr
6s 43 Se Charlotte NC 28227
3
q�1r s e SSE O/ SSE 4.00 e.pµ6, fs� �e 19724135
SeE
o O�/• o a �_ "ws+oo SSE s o +o7 19724136 LONNIE C LAWSON
HERBACEOUS I ' o g-3A ' ers MH-2B Earl D RO
WETLANDS J — 'SSE STA:8+06.88—LINE B— �' DB 33384/PG 607, Lot 45
,c /
WETTLANDS y5' TEMPORARY MH 2B INSTALL DB 25446/PG 403, Lot 46 PB 44/PG 535 /
s CONSTRUCTION FLUSH & CENTERED PB 44/PG 535
IN DRIVE. REPAIR 12745 JUrilpCT Dr
>>` EASEMENT / - PER SPECIFICATIONS 12207 Jumper FIT
35TEMPORARY I Charlotte NC 28227
CON EASEMENT TRUCTIO 10' BYPASS ROAD Charlotte NC 28227
s\� -\
�—
� \\ Robert T Flocks and
d K Kathy T Hucks
15210 Sharpe Rd Charlotte NC 28227 /
1+00 2+00 3+00 4+00 5+00
/ D.5 AC e \�
LAYDOWN YARD
19705120
Scale: 1" — 60'
0 30 60 120 180 24
No. Date By Revision
FINAL DESIGN — 100%
NOT FOR CONSTRUCTION
CHARLOTTE
CHARLOTTE WATER
W.,,jTER
CHARLOTTE, NORTH CAROLINA
7031440002
Jnn N, File N,
GOOSE CREEK
scab
PLAN ,.=eo
SEWER EXTENSION
PROFILE
vee ,=s
STA: 0+00 TO 9+70
Ae -Built Date
JUMPER DR
JED
RET
RRH
RET
6/1/2020
sneer
Surveyed By
Designetl a`/
Drawn By
Project-Engr
Approved 6)�
Date
7 _

U
O I S
M = v
�v a
n
730 IVY^ I+NP--730
NN nno
I <Z» NC=
r�jrcZ z
725 725
720 720
�m
715 ` o�� ° 715
Nn= O A
710 710
A
A
705 °11 1 1 1 1 B-aA 705
_S
= v Ell-705.75
v 15' Auger Refusal
v N 17.1' Boring Term.
700 x 700
I +-:m'R H
NMZZ�
M --O
I ate» >
695 _ _ = 695
690 690
e
B-5A
Elev=688.00
685 20Boring Term. 685
680 680
Tie into Goose Creek Main Line
675 675
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40
MH-3C EXISTING POWER POLES /
MH-3C FLUSH W/EOP STA:7+11.62-LINE C- /Jqa
MH-2C - 5' diamN�r e e
STA:5+64.58-LINE C- ssE 7+00
EXISTING DRIVEWAY REPLACE 6+00 51 g' 35' 07"W 7+14 RANBFNE p
DRIVEWAY AT COMPLETION OF 127,D4 LF of /
WORK PER SPECIFICATIONS
PowEa Po O m dt 6' PVC
acv,Erraa[F OE B-
O a
Q O
7 40' TEMPORARY � 40.0' m o AEXIST ING STREET
CONSTRUCTION 30.0' EDGE OF PAVEMENT.
19724105 EASEMENT O PER PIFICATIONS REPAIR DAMAGED ASPHALT
SEC
James i4' III and 30' PUBLIC / tix o
Judy W McWhirter SANITARY SEWER
12307 Bain School Rd EASEMENT
Charlotte, NC 28227 9�N I I oa o1\0
19703140
I n 19703D3 David B Sikes
�O Michael Edward Allen DB 30140/PG 182, Lot 26,
NI DB 9665/PG 448, Lot 27, PB 17/ PG 406
PB 17/ PG 406 12225 Ranbu ne Rd
12237 Ranburne Rd Charlotte NC 28227
50' TEMPORARY ° ° ° o I I Charlotte NC 28227
CONSTRUCTION
EASEMENT J
B-5n g 19704145
MH-Robyn Rebecca Allen /
sTA:ziC+76.71-uNE D- DB 28230/PG 598
40' PUBLIC so 19704199
SEWER7201 Quail Park Dr FINAL DESIGN - 100%
SANITARY 1,\\�0o- \ Charlotte NC 28227 NOT FOR CONSTRUCTION
I EASEMENT % o L Trust A CADD
35 TEMPORARY j" /o{ y5�` 7226 Quail Park Dr \
CONSTRUCTION </� o �„ Charlotte, NC 28227 CHARLOTTE
EASEMENT , ti9 CHARLOTTE WATER
25' PUBLIC ti�%b O W6TER
,$ CHARLOTTE, NORTH CAROLINA
SANITARY SEWER
y
EASEMENT moo Scale: 1" = 60' Z 7031440002
MH-11,{-'{5' di am I. 2s y Job Na. File Na. GOOSE CREEK
STA:0+00.00-LINE C- Soo 0 30 60 240 s°aIPS SEWER EXTENSION
PLAN 1"=60'
PROFILE
Matchlihe sheet
1"=fi' STA: 0+00 TO 7+12
RANBURNE RD
y001- Meet �/ Ae Built Date Sheet Of
—�_` `F FIE. RET RRH RET 6/1/2020
No. Date By R—ipn Surveyed By Designed By Drawn By Project-Engr Date 8 17

- _V11-
19724137
Basil A Al Taher
DB 32799/PG 959. PB >';
48/PG 749 /
Charlotte
Jumper 22 I ME 28
—
Charlotte NC 28227 >8.86—LINE B-
19705111 \ o
Thomas A Pritchard I I \�. �. =C'
19705101 DB 3234/PG 114 U
Ascension Saavedra Hernandez
DB 32023/PG 585 12303 Bain School Rd
Bain School Rd Charlotte NC 28227
Mint Hill NC 28227
s
�� m MH-1 B
STA:3+63.43—LINE B—
Jumper Dr. Temporary Access and
Laydown off Bain School Rd
I 14 e e I
C.3 AC
LAYDCWN
O e e —_ 19705120
Scale: 1" —60' N e e e I —III I Nancv C Elliott
Ln
01 III I m DB 30356/PG 652, PB 56/PG 421
15 --III 12309 Bain School Rd
0 30 60 120 180 240 197as1o1 Charlotte NC 28227
� —III �—
Ascension Saavedra Hernandez I -- —
DB 32023/PG 585 }-�
Bain School Rd I� ee 147 6' ]
Mint Hill NC 28227
0
19705115 A
James Sr Black and Norelli Law
1340 HardingPlace NC 28204
4
ti
a
19704130
�B ms William A McIATirter
f\ 6941 quail Park Dr ��� Main Line Temporary Access and
e °o Charlotte NC 28227 �ou
i � � Laydown off Quail Park Dr.
�MH :1O DU I
STA:19+26.87—LINE A—
Scale: 1" = 60'
o e / 0 30 60 120 180 240
19705115
James Sr Black and Norelli Law
Dv dy oo� ov 1340 Harding Place NC 28204
I•rolm e e e e
OFINAL DESIGN — 100%
od�R s.o NOT FOR CONSTRUCTION
h500,—t CHARLOTTE CHARLOTTE WATER
���III Wt)TER CHARLOTTE, NORTH CAROLINA
7031440002
MH-6 �� kb Ns. Rue Ne. GOOSE CREEK
STA:16+88.33—LINE A—
I I I scalar SEWER EXTENSION
PLAN 1 fifi
PROFILE
Hor. 1"=60'
VON. 1"=6' TEMPORARY ACCESS
Hs Built Date
Of
JED I RET RRH RET 6/1/2020 Sheet 9 17
No. Date By R-san Burveysd By Deslg-d By Drawn By Projsct-Engr I Appr—d By Date

I%
)
\� ---------------------- ----------- --
I
197as1o4
` Beulah M, Linker
-12601 Rain Sch o Cha -C 28227
I , - -
D ----- -
J ___ __ -
_ _
DOUBLE HIGH HAZARD SILT FENCE ___-- --- ,
-
ON CREEK SIDE TYP). SEE
DETAIL SHEET D4
l'A, \\ - SILT FENCE OUTLET \
__.TOP OF BANK (TYP) (TYP). SEE DETAIL
23227 1 '` -`,� ____ - t I ___,_ _ ____, ____ �___ _ SHE 04.
i f -- _ ` TOE OF CREEK (TYP)
SILT FENCE OUTLET
(TYP). SEE DETAIL
000s8 / --- - -- -- --- 0SHEET a
v
, care¢ ..�. _ __ _
------ : -,.�' --- -----
_ -
\ ---'
19703102
Grace Pmpeety Hl IdmgLLC ' /; ----______-
--__ - \/ \_'�` _ _ ' DB 73544/PG 463 j,
'
CLEAR ZONE
"\-�� < < 4 = _.CLEARING LIMITS (TYP)
4+00 SS A:8+02.38-LINE A- _
"+c7'yT HH-2 SSE COLLAREAT STAT17530. '� --- _ --- -
`_ $TA:1 +32.47-LINE A- 3+00 `` SE DETAIL 5 SHEET D3 = `�--------`
_ DOUBLE HIGH HAZARD SILT FENCE
BEGIN ANTI -SEEP COLLAR < < 2+00< < SSE MH-3 -^ •/ BOTH SIDES OF WETLANDS. -
AT STA: 0+40. DETAIL 5. « < « WETLANDS. BEGIN TIMBER MATTING SEE DETAIL SHEET D4
STA:3+72.51-LINE A- - /-- _ __
SHEET D3. O0« FROM STA: 7+32 TO 8+35. ll _ . /
<
Ne < < < ♦ ' / DETAIL 2 & 4. SHEET D2 = / _ - ____-
< < < < < < TREE PROTECTION AT _ _ '
MH-1 \ 1 FORESTED WETLANDS � -_ - `_...........
_____ - _ _ _ _ '
STA:0+00.00-LINE A- _ (TYP). SEE DETAIL 6 _ /l = _____ -
-` - 3 < < < < < _; BOTH/SID HIGH
H WETLANDS. _ - 705113 _- ' / '
<SEE DETAIL SHEET _ - - / 13TI)ntM Rlack andC ONor,,lll la«r _ i / , '---'-- - "`-
` DOUBLE HIGH HAZARD SILT FENCE �
3
` - - rc (harl..........
___ -
,
04`
dingy Pla.. _ _
---_ __
I lar nHe VC lirlN
WETLANDS. BEGIN TIMBER MATTING ---
FROM STA: 0+45 TO 2+50.
STST R�E REEK � /-�--� '- -`_
SILT FENCE
NH-5 J OUTLET (TYP). SEE
STA:12+41.04-LINE A- DETAIL SHEET D4
A C / DETAIL 2 & 4. SHEET D2 "= = __ `
LINE. TIE INTO STEVEN'S -- - ___ -' - ---- '-- `, % --�-_ `` I
CREEK MANHOLE?1'7 .......
= - --- - / '' -
06115
Br;d Baal Mini Hill u \ _
J_ _ --U-- _ ----------------
�,�N DB277/84/1'GI4-', c,Po iRnD C/92013ROa 131298 CARL
\ I
00
-----'
F
=
19705102
a
-' ce Property Holding LLC I1
W
'�-
DR 3594/IX; 463
Z
-�
_
12429 Bain School Rd Chatlope NC 28227
LU
TEMPORARY STREAM CROSSING PER DETAIL
----
- 9. STABILIZE STREAM BANKS PER DETAIL
-
1. RIP RAP SHALL BE REMOVED ANO AREA.
RESTORED AFTER CROSSING IS COMPLETE.`
-
DOUBLE HIGH HAZARD SILT FENCE --\
_
(TYP). SEE DETAIL SHEET D4.1
16+00
_ _ /�---
4 _
-
-/&6
_-, -- 1970a119
Benjamin Carlisle Broi,m 11
DB 3204./PC, 24
12435 Rain SC 28 Rd oxlutl '
NC21R 0 [
'TREE PROTECTION AT
FORESTED WETLANDS
(TYP). SEE DETAIL 6
BEGIN ANTI -SEEP
✓- ��� --_ COLLAR AT STA: 20+15.
DETAIL 5 SHEET D3 -
i
... Copse... ...
L MINI
STA:16+58.53-UNE A- '
---------------- 19705115
-- ----- JarnCSSr BI do ,dNa..1, Lan• _-__-- f
---�` 1340Ilarding Place NC28204 \\
\ ilil
--------' __---'-----'_ -----` HIGH HAZARD SILT
_ ------`---------- FENCE ON LOW SIDE
--' ----_ OF ENTRANCE DRIVE. i
-- `,SEE DETAIL SHEET D4
ON ACCESS.
EC4 FOR
J
f
HH-8 - S' dia. r--
STA:22+20.05-LINE A-
STA0+0�0.000--UNEE 6-
I'1WETLANDS. BEGIN TIMBER
MATT I NO FROM END OF
LAUNCH PIT TO STA: 0+40.
5 AND TO STA 22+70. DETAIL 2
& 4. SHEET D2
DOUBLE HIGH HAZARD
SFENCE. `
SEEEE DETAIL SHEET 04
E55 355 -
23+00 24+00
19704120
Robert T Hpcksand KAW T Hu,ks O
1 5210charPe ad chadmle Ne _s_ ,
-CLEARRG. LINKS (TYP)-
'YTEMPORARY STREAM CROSSING PER
TREE PROTECTION (TYP).
SEE DETAIL 6
--�
- DETAIL 9. STABILIZE STREAM BANKS
- PER DETAIL 1. RIP RAP SHALL BE
_ - --REMOVED AND AREA RESTORED AFTER
TOE OF CREEK (TYP)
_ ------ ,
CROSSING IS COMPLETE.
------------
---- =----- `-
DOUBLE HIGH HAZARD SILT FENCE
--- i
--, '
BOTH SIDES OF WETLANDS. _ - --------'-_,
- _ SEE DETAIL SHEET 04. -`-- -_--'-
WETLANDS. BEGIN TIMBER
_ MATTING FROM STA: 20+25
%TO BORE PIT. DETAIL 2 & 4.
SHEET 02
�_--
1
_ _
-- -`-
.
i
' 19701,111
i
-`
87-LINE A- lameF s, of k ,d Mrelh La.,
- - __
/ 1340 Hardmg Place NC 28104-------
SILT FENCE OUTLET
(TYP) SEE DETAIL
SHEET D4
-TOP OF BANK T1
(
19705115 - `�
Jamey Sr Rlack.d No IJLmr ,___
1340 Hardlna Place NC 2N2H = _ '
0
aF-
LU
(n W
W 2
Z U)
J !2
_ H
U)
Gt\\�'� v
t�
1E A-_0
BEGIN ANTI -SEEP
COLLAR AT STA: 27+94."-
DETAIL 5 SHEET D3
MH-10
WETLANDS. BEGIN TIMBER \ - STA:29+49.51-UNE A -
MATTING FROM STA +�
28+00 TO STA: 29+00.' <
DETAIL 2 & 4. SHEET D2
`1 DOUBLE HIGH SID SILT
OF
_ FENCE BOTHTH SIDES OF
WETLANDS. SEE DETAIL SHEET D4
EXISTING FENCE
(TYP), REMOVE
AS NECESSARY
---- 197P1136 -_
d C A
M tth I- ti thy Huck,
1'13 . Bzfi, Rd Charlotte, NC 28227 -`
'
JI
19icu121
Carol \4eN hirer 5I.-,d Janice\4eNhirler
spas Rd In ClhrAe, NC2R229
0 U ------------
Scale: 1" = 60'
0 30 60 120 180 240 �Z
Construction Entrance
Forested I Herbaceous
Wetlands
Streambank Stabilization
Loydown Space
No Clear Zone
Silt Fence Stone Outlet
-
Access Easement Ditch
Tree Protection Fence
Double High Hazard Row
Silt Fence
- Q
Snow Fence, Clearing Limits
Property line
Goose Creek, Bottom of Creek
- -
Goose Creek, Bottom of Creek
Temporary Construction Easement
SSE
Permanent Sewer Easement
-ACAC-
Permanent Access Easement
Vegetation
Tree/Shrub
0
Notes
LO
o
1. Pol ace lamides PAM shall be used to reduce
Y Y ( )
co
turbidity and suspended solids whenever a sediment
H (Nj
trap, basin, pit, hole or building foundation is being
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pumped out to remove sediment laden water. This
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activity must be inspected and approved by the
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City/County erosion control inspector.
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2. Double row of high hazard silt fence with wire backing
W
and stone shall be used along wetlands, streams, or
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other surface water bodies, as well as adjacent to
S.W.I.M or other Water Quality Buffers. Single row high
hazard silt fence can be used elsewhere.
3. A ground cover sufficient to restrain accelerated erosion
must be provided within 7 calendar days of the date of
last land -disturbing activity on any portion of the project.
See planting detail on Sheet D2.
4. All diversion ditches and interior basin slopes must be
matted. See detail 30.20 on Sheet D3.
5. All plans carry a "performance reservation".
6. Area of Mitigation is 3:1 to impacted area.
FINAL DESIGN - 100%
NOT FOR CONSTRUCTION

0
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19724105
d-S, 11 Ill ui 1 Judy W MC,�211rt,,
12307 Bai, School Rd CMdott,, NC 28227
—n
v `.o D \
f o `�-
197031 0 , , O
Daeid BSlkcs
DB 30140/PG 182,Lot26,FI317/PG406 0
l:d Chmlotb, 6121127
SEE_SH� NE�C3 +00
MN-11 - 5' dlameter
STA:32+51.88-LINE A-
5TA:0+00.00-UNE
C-
199 9. 197a415 4
sALTutCAD
- D3W"/PC598 ------ -- -- ------
7216(/nail Park Dr Char:oLle, NC1S227 `- __ PLYI Q-1 Pork Dr 0-1,,dc NC 28227'---- —
0 ---- —�- . -_-_-----------------_-- \
8 \ _
MH-12 ----- _------- CLEARING LIMITS (TYP)
34+00 SSE `STA:35+13.35-LINE A- _ ----____� - _
SILT FENCE OUTLET
SEE DETAIL SHEET 04
1970410�
' William Alexandx)r MclMhirter
D823970/1PG86o,'1t 11,1'1350/PG 242
7ois Qdall re,knr ch,dolte Nc lszz .- ----------
5 SHEET 03
F 44+04.05-UNE A-
' ' DOUBLE HIGH HAZARD
\ SILT FENCE ON EITHER
S1DE OF WETLANDS
SILT FENCE OUTLET
(TYP) SEE DETAIL
SHEET Da
WETLANDS BEGIN
TIMBER MATTING FROM
\ STA: 43+60 TO 46+40------
-�-- �� TREE PROTECTION AT
FORESTED WETLANDS'".
(TYP). SEE DETAIL fi\
197(414,,
R,,b- Rebecca Allen
` DB 282-,0/Pc 59B
72111Qdoi1Park Dr Charloft NC28227 �\ `
_ 1 '
Lr0)
TO
! -i
w =
.__'_
19704139 \\
D Denny& Carolyn Sing Allen ---
722b Qoil Parlc Dr Charloac, NC 28227
I rt\
OF B8FIR/(TYP) \
TOE OF CREEK (TYP)
------------
--------------
I \ A
—: ARK1p
i nKlAtL
1
J
�1
19703I39
Fa Rdt1)u Pdn1
1
DB 4157/PG S28, L,,t 25, PB 17/ PG 406
11217 Rd 0-1,,ttc NC 18227
i
TO
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- D nal19703138 d
U)
- DB8917/PG911 L t 4PBD/PG406'
(� H
12209 R---- e Rd C,radotte NC28227
o)
' p MH-14
/1 STA:41+77.05-LINE A
SILT FENCE OUTLET (TYP).
\ SEE DETAIL SHEET D4 \\
ti•. STA:39+95.77-UNE A_--��
\ r' NO CLEAR ZONE
TEMPORARY STREAM CROSSING PER
- DETAIL 9, STABILIZE STREAM BANKS (TYP)
ISLE HIGH HAZARD `'U'"fir
•L�- SILT FENCE SEE PER DETAIL 1. RIP RAP SHALL BE\ `- ---<
<� ' ' REMOVED AND AREA RESTORED
DETAIL SHEET 04 AFTER CROSSING IS COMPLETE \
I
�� off, '
- . • r'.;:, -
TEMPORARY STREAM CROSSING PER- _ ---`
DETAIL B. STABILIZE STREAM BANKS
PER DETAIL 1. RIP RAP SHALL BE '�
REMOVED AND THE AREA RESTORED r
'-___-,, AFTER CROSSING IS COMPLETE
\
WETLANDS. BEGIN 1
TIMBER MATTING STA:-_-_
50+80 Ti 51+50. SEE
DETAIL SHEET 04.
` 19704106
LT1,11ACADD
-
7226 Qd,,d Park D1 Chulolte NC 28217
MH-18
STA:51+72.85-UNE A-.-------
A-
Jomes HSH5,B
Black 12
DI 6960/I'G 325
8611 Fai,� i. Kd Charlott, NC 2S127
RD. 1 ACRC
PARK ROAD.
OFF DQUAILETAIL
SEE DETAIL ARK R
-'•"i�
SHEET 04.
DOUBLE HIGH HAZARD
\� 0
SILT FENCE BOTH _
-
SIDES OF EASEMENT.
SEE DETAIL SHEET 04.
DETAIL 5 SHEET 03
LW
19720112
` 13 T:�„�ndensnrr>;B(rhe)
` DB '285/PG 9&6
Rc`"ti 8800 F,d,v iRd Charlotte VC 28227
--_______,`-
7-
I _ \ -`2.
EXISTING TRAILS, NOT . \
TO BE DISTURBED y `_
� -- _ \\ \r
i
i I
i
STA:53+56.81-UNE A-___________
Scale: 1" - 60'
0 30 60 120
180 240
GZ
EROSION CONTROL LEGEND
Construction Entrance
Forested I Herbaceous
Wetlands
Streambank Stabilization
®
Loydown Space
No Clear Zone
Silt Fence Stone Outlet
— — — —
Access Easement Ditch
,Ai
Tree Protection Fence
0 ------- 0--
Double High Hazard Row
Silt Fence
--0
Snow Fence, Clearing Limits
Property line
Goose Creek, Bottom of Creek
— —
Goose Creek, Bottom of Creek
Temporary Construction Easement
SSE
Permanent Sewer Easement
—AC—AC—Permanent
Access Easement
v rt
Vegetation
Tree/Shrub
Notes
1. Polyacrylamides (PAM) shall be used to reduce
turbidity and suspended solids whenever a sediment
trap, basin, pit, hole or building foundation is being
pumped out to remove sediment laden water. This
activity must be inspected and approved by the
City/County erosion control inspector.
2. Double row of high hazard silt fence with wire backing
and stone shall be used along wetlands, streams, or
other surface water bodies, as well as adjacent to
S.W.I.M or other Water Quality Buffers. Single row high
hazard silt fence can be used elsewhere.
3. A ground cover sufficient to restrain accelerated erosion
must be provided within 7 calendar days of the date of
last land -disturbing activity on any portion of the project.
See planting detail on Sheet D2.
4. All diversion ditches and interior basin slopes must be
matted. See detail 30.20 on Sheet D3.
5. All plans carry a "performance reservation".
6. Area of Mitigation is 3:1 to impacted area.
FINAL DESIGN — 100%
NOT FOR CONSTRUCTION

I I I ICI I h
III=III
I
P I-III-11
II
EXISTING DRIVE T
� AS TENPoRAI
DOUBLE HIGH HAZARD SILT FENCE.
SEE DETAIL SHEET 04.
G I 0-1d 95ik,s
d DB 30140/PG 182, Int 26, PB l7/PG 406 rf`
1222_1Rib— Rd C'w,k t, NC 28227
EROSION CONTROL LEGEND
Construction Entrance
Forested I Herbaceous
Wetlands
Streambank Stabilization
®
Loydown Space
No Clear Zone
Silt Fence Stone Outlet
—
Access Easement Ditch
Tree Protection Fence
Double High Hazard Row
Silt Fence
—Q
Snow Fence, Clearing Limits
Property line
Goose Creek, Bottom of Creek
Goose Creek, Bottom of Creek
Temporary Construction Easement
SSE
Permanent Sewer Easement
AC—
Permanent Access Easement
vwt
Vegetation
Tree/Shrub
STA: 4+40. -DETAIL 2 &V4.V O 2i _ K /^��—� p?� Notes
HE D2
BEGIN ANTI SEEP , _ , 1. POlyacrylamides (PAM) shall be used to reduce
COLLAR AT STA: 3+44. `� - - turbidity and suspended solids whenever a sediment
DETAIL 5 SHEET 03
trap, basin, pit, hole or building foundation is being
// ! Scale: 1" = 60'
- "- � �� � TREE PROTECTION ' �`/ / \ ° � 2 pumped out to remove sediment laden water. This
TREE SEE DETAIL RANBURNE RD activity must be inspected and approved by the
CTYPi fi SHEET D3 0� I / City/County erosion control inspector.
1 0 30 60 120 180 240
2. Double row of high hazard silt fence with wire backing
i5 ; �O o I1I and stone shall be used along wetlands, streams, or
other surface water bodies, as well as adjacent to
S.W.I.M or other Water Quality Buffers. Single row high
ET NOS. BEGIN TIMBER I '197,04120 G o hazard silt fence can be used elsewhere.
MATTING FROM END OF R,b,rtT[I,,I,;und K,th,Tllud,, �`-f /I, \ 3. A ground cover sufficient to restrain accelerated erosion
LAUNCH PIT TO STA: 0+40. _ 15210 Sharp, Rd Ch"d,,* NC 28227
AND TO STA 22+70. DETAIL 2 -� - O/ �v - must be provided within calendar days of the date of
Y, a 4. SHEEP D2 - ` last land -disturbing acti ty on any portion of the project.
MH-B �J DOUBLE HIGH HAZARD I O See planting detail on Sheet D2.
STAG+DD.OD-LINE B- SILT FENCE. - - _ - _ 4. All diversion ditches and interior basin slopes must be
/ SEE DETAIL SHEET D4 - _ _ matted. See detail 30.20 on Sheet D3.
1/ 5� - _ 'BEGIN ANTI 5 5. All plans carry a "performance reservation".
, I � 6. Area of Mitigation is 3:1 to impacted area.
FINAL DESIGN — 100%
NOT FOR CONSTRUCTION
Scale: 1" = 60'
JUMPER DR (E92
0 30 60 120 180 240

N
Scale: 1" = 60'
0 30 60 120 180 240
Notes
1. Polyacrylamides (PAM) shall be used to reduce
turbidity and suspended solids whenever a sediment
trap, basin, pit, hole or building foundation is being
pumped out to remove sediment laden water. This
activity must be inspected and approved by the
City/County erosion control inspector.
2. Double row of high hazard silt fence with wire backing
and stone shall be used along wetlands, streams, or
other surface water bodies, as well as adjacent to
S.W.I.M or other Water Quality Buffers. Single row high
hazard silt fence can be used elsewhere.
3. A ground cover sufficient to restrain accelerated erosion
must be provided within 7 calendar days of the date of
last land -disturbing activity on any portion of the project.
See planting detail on Sheet D2.
4. All diversion ditches and interior basin slopes must be
matted. See detail 30.20 on Sheet D3.
5. All plans carry a "performance reservation".
6. Area of Mitigation is 3:1 to impacted area.
EROSION CONTROL LEGEND
Construction Entrance
Forested I Herbaceous
Wetlands
Streambank Stabilization
—III—III
Loydown Space
+
No Clear Zone
Silt Fence Stone Outlet
Access Easement Ditch
,As 2�s
Tree Protection Fence
Double High Hazard Row
Silt Fence
Snow Fence, Clearing Limits
Property line
Goose Creek, Bottom of Creek
Goose Creek, Bottom of Creek
Temporary Construction Easement
SSE Permanent Sewer Easement
ACACPermanent Access Easement
Vegetation
Tree/Shrub
FINAL DESIGN — 100%
NOT FOR CONSTRUCTION

START OF GOOSE CREEK \
LINE, TIE INTO STEV_
19706115
BTidgea at Mint t Iill Llc
DB 27784JPG 430, Tract 1, PB 49/ PG 12
PO BON 131298 CARLSBAD CA 92013 \
\ \
11 3102
C .Prop 1 H Idiug LLC
DB 23511/PGt63
1 4 9 IMm Rhctl Fd Cl IRUE NC 2827
/9705104
Bcalah�Iae Linker
DB H35/11G333
12601 Bain School Rd Charlotte VC 26227
CONTRACTOR NOT TO
CLEAR 10 FT FROM
TOP OF BANK
TOP OF BANK (TYP)
Jill
e e e CLEARING LIMITS (TYP)
e �
e IMPACTED FORESTED WETLANDS OUTSIDE
e OF 20' PERMANENT EASEMENT SHALL
i� BE REFORESTED WITH NATIVE
SBARE—ROOT TREES OR LIVE STAKES.
�IDOBUFFER y
IMPACTED FORESTEO WETLANDS OUTSIDE
OF 20' PERMANENT EASEMENT SHALL
BE REFORESTED WITH NATIVE
BARE —ROOT TREES OR LIVE STAKES.
I
I
19 0�119
B IHP C 11 BE-Ir
DB 048'PG 246
12433 Bain School Rd Charlotte
NC IS227
f 1 \ rSWIM 50—FT BUFFER
(/1 '... ... ... ...
T y �.. .. ... ... .. ...—
n n
O 2
y m e
C ? y + e
Z e
2 e
(/1
(/1
I
2
y I I
SWIM 100—FT BUFFER f0
19705115 \ 1
Jamey Sr Black and Nnrel li Lax
1340 Harding III— NC'SPIN
O
1
19'05113
ClintM Black and C/0 Nr dli Ia`\•
1340Ilarding Plecc Charlotte, NC 28204
O
_�� ��//j
/
o
EUdM"T]luck and Kathy T d_tIt
Rd ClM20
li2105horpc Rd CLwelottc NC 28227
INPACTEO HERBACEOUS WETLANDS
OUTSIDE OF 20' PERMANENT EASEMENT
SHALL BE REFORESTED WITH NATIVE
NG LIMITS (TYP)
Lo BARE —ROOT TREES OR WE STAKES.
— e
r TOP OF BANK (TYP)
I �
I � "
197as1m
Grace Property l ].]ding LLC
DB T594/PC 463
Sch 12429B,h ool Rd Cl-10 NC 28227
0
1970i113
Jame= Se Bled<end VoreIL L.,
1340 Harding Placn INC _'8204
BUFFER REPLANTING AND RESTORATION SUMMARY
MINE
--------
TOTAL AREA TO BE R ED LANTER
WITH NATI VE HARDWOOD
BAR E R OOT
TREES: 1383
50.3 SF (3.18 AC)
RIPARIAN SEED MIX
�
IMPACTED FORESTED WETLANDS OUTSIDE
OF 20' PERMANENT EASEMENT SHALL
BE REFORESTED WITH NATIVE
BARE —ROOT TREES OR LIVE STAKES.
O
\}� z
/ \ TOE OF CREEK (TYP)J ' m
I \ \ —��ca
N
IMPACTED FORESTED WETLANDS 0 TSIDE
/ � �..-
OF 20' PERMANENT EASEMENT SHALL
BE REFORESTED WITH NATIVE -.
BARE —ROOT TREES OR LIVE STAKES.
JeT�S FI k dN'orolli l.aw 1970416 SWIM 50—IT BUFFER
II I1! II 1' . 0 cc NC' b l 2'214
\Iattl T d K tlry C Hucks
12375 Baui Srhool Rd UP RIM, .ETC 23227
/ 1171 121
Cnrol B4cYr7P_ Sloan and)arvm RkWIURr,
6 8901 Silaa Ed Ln Clwdottc, NC 25227
N
Scale: 1" = 60'
0 30 60 120 180 240
HATCH LEGEND
20-ITSABRISOR SHALL ED EASEMENT
CORRIDN SEED MBE REPLANTED WITH
RIPARIAN SEED MIX
EXISTING WOODEED EASE ENTCREAS OUTSIDERRIDOR OF 20
MAINTAINED EASEMENT CORRIDOR SHALLBE
REPLANTED WITH RIPARIAN SEED MI%AND NATIVE
HARD WOOD BARE ROOT TREES
DESIGFROM OB TO BUILDER
NOT TO CLEAR lOfT
FROM TOBTO TCE
POST CONSTRUCTION 100 FT BUFFER
— SWIM 100 FT BUFFER
SWIM 50 FT BUFFER
GENERAL N OTES
1. SEE ER OSION CONTROL SHEETS (EC I-4I FOR EROSION CONTROL MEASURES
2. SEE DETAIL SHEET D2 FOR SEEDING SCHEDULE AND MULCHING RATES.
BUFFER NOTES
1. ALL WORK WITHIN THE GOOSE CREEK POST CONSTRUCT ION BUFFERS SHALL COMPLY WITH
APPLICABLE PROVISIONSAND RECOMMENDATION S OF THE 401 & 404 PERMITSAND THE RIPARIAN
& WETLAND TREE PLANTING GUIDE.
2. THE DEOGN BUILDER SHALL SUBMIT VENDORS CERTIFICATION STATEMENTS FOR EACH TREE
REQUIRED, STATING THE BOTANICAL AND COMMON NAME.
3. THE DE 9 GIN BUILDER SIT
ALLSUBMITA CERTIFICATE GUARANTEE WORKTHROUGH THE SPECIFIED
MAINTENANCE PERIOD OFONEYEAR.
4. ALLAREAS B EINGRESTORED SHALLBE HAND CLEARED PRIORTO REPLANTINGTO REMOVE
CONSTRUCTION DEBRISAND ROCKSLARGER T HAN SIX INCHESIN ANY DIMENSIONS.
5. ALLPLANTSSHALLBE NATIVETOTHE NORTH CAROLINA PIEDMONT REGION.
6. INVASIVE SPECIESSHALLNOT BE USED IN ANY WATER QUALITY OR POST CONSTRUCTION BUFFER.
7. FOR DI STURBED AREASWITH SLOPES3:I OR GREATER SOIL SHALLBE STABILIZED WITH MATTING
OR OTHER APPROVED STABILIZATION METHOD UNTIL PERMANENT VEGETATION IS ESTABLISHED.
ONLY 100%BIODEGRADABLE MATERIALSHALL BE USED.
8. N O SEE D SHALLBE PLACED ON COMPACTED SOIL PRIOR TO SEEDINGTHE SOILSHALLBE
SACRIFICED TO A MINIMUM DEPTH OF 4INCHES. ALL SEEDING AREAS SHALL BE COVERED WITH
STRAW MULCH A RATE 1-2TONS PER ACRE.
9. TEMPORARY SE EDING SHALLBEAPPUED ON ANY DISTURBED AREASTO REMAIN UNTOUCHED FOR
MORE THAN 5 DAYS. PERMANENT SEEDING SHALLBE INSTALLED WITHIN 15 WORKING DAYS OF
THE CONSTRUCTION COMPLETION.
10. FOLLOW I NG BUFFE R RESTORATION, DIFFUSE FLOW WILL BE MAI NTAI NED THROUGH THE BUFFER.
11. IT ISTIFF RESPONSIBILITY OF THE DESIGN BUILDER TO MAINTAIN THE REVEGETATED SITE AND
REPAIR, PROTECT, AND ADD ADDITIONAL CONTROLS TO PROTECT THE BUFFER AS NECESSARY AT
THEIR SOLE EXPENSE DURING THE WARRANTY PERIOD.
12. ALL AREAS WITH A SURVIVAL RATE OF LESS THAN 320 PLANTS PER ACRE AFTER ONE FULL
GROWING SEASON SHALL BE REPLANTED.

3
U
BUFFER REPLANTING AND RESTORATION SUMMARY
®TOTAL
--_—_--
MINE
AREA TO BE REPLANTED
WITH N­ HARDWOOD
BARE ROOT
TREES 1381
1
--------
HATCH LEGEND
LAYDOWN YARD SHALL / \// e \ 12 20- FT MAINTAINED EASEMENT
BE SEEDED WITH \\ CO RR I D OR SHALL BE REPLANTS D WITH
m D RIPARIAN SEED MIX e \ 19720114 RIPARIAN SEED MIX
]ones H Sr Black
0\ \ \ \/ DB 6960/PG 325
O IMPACT FORESTED WETLANDS OUTSIDE \\/ 8612 Rairi•eiir Rd Ch,dRite NC2829 EXISTING ED EASE OUTSIDE CORRIDOR
SHALL FT
y — OF 20' PERMANENT EASEMENT SHALL / // MAINTAINED EASEMENT CORRIDOR SHALL BE
Z m BE REFORESTED WITH NATIVE REPLANTED WITH RIPARIAN SEED MIX AND NATIVE
yp ' BARE —ROOT TREES OR LIVE STAKES. \ /\\\/ / IT BARE ROOTTREES
DES NETTO CLEAR IO-FT
FROMLOS TOTCE
m Posr CONSTRUCTION loofT BUFFER
y
SWIM 100-FT BUFFER
SWIM 50-FT BUFFER
\ /
6SEENOTES
1. SEE
1. EROSION (EC
CONTROL
COSHEETS EROSIONCSURES
A. SEE DETAIL SHEET D2 FOR SEEDING SCHEDULE ANDMULCHING RATES. BUFFER NOTE
1. ALL WORK WITHIN THE 6005E CREEK POST CONSTRUCTION BUFFERS SHALL COMPLY WITH
y�N APPLICABLE PROVISIONS AND RECOMMENDATIONS OFTHE 401 & 404 PERMITSAND THE RIPARIAN
& WETLAND TREE PLANTING GUIDE.
19721T112
of NinCHil ('Lfie) A. THE DESIGN BUILDER SHALL SUBMIT VENDORS CERTIFI CATION STATEMENTS FOR EACH TREE
/ DB62&S�PGk16 REQUIRED, STATING THE BOTANICAL AND COMMON NAME.
1970414, RAOO Fam'i"Rd C-done NC Z8227 3. THE BEST GN-BU I LD ER SHALL SU BM IT A CERTI H CAT E GUARAN TE E WO RK T HE OU GH T HE SPECI FI ED
RREM, Rebecca All, // •/ MA I NTENANCE PERIOD OF ONE YEAR.
UN 28230/PG 598 \/ / 4. ALLAREAS BEING RESTORED SHALL BE HAND CLEARED PRIOR TO REPLANTINGTO REMOVE
/ / / \ CONSTRUCTIONLL B ISANDNATIVE
ROTHENORT THANSININCHESONTR REGION.
DIMENSIONS.
1201 Quail Park Ur Chprlotte NC 28227 / / / 5. ALL PLANUS SHALLBENATIVE ROCKS
LARGER
HANSIIXI PIEDMONT ANY
/ 6. INVASI VESPECI AREAS
REA WI OT SLOPE
USED I N ANVWATER QUALITY SHALL
POSTNSTR UCTIONBUFFER.
J. 1 FOR NVAS STURBEDAREALL NTH SLOPE53:l ANY GREAT ER, SOILS HALL BE ST COCOUSED CHI ON MATT IN6
OR OTHER APPROVED STABILIZATION METHOD UNTIL PERMANENT VEGETATION IS ESTAB IT SIT ED.
/ / \ ONLY 100% B I OD EGRADABLE MAT ER IAL SHALL BE U SED.
INPACTED FORESTED WETLANDS OUTSIDE
8. NO SE ED SHALLBE PLACED ON COMPACTED SOIL PRIORTO SEEDINGTHE SOIL SHALLBE
/ / \ OF 20' PERMANENT EASEMENT SHALL SACRIFICED TOA MINIMUM DEPTH OF 4 INCHES. ALL SEEDING AREAS SHALL BE COVERED WITH
BE REFORESTED WITH NATIVE STRAWMULCHARATEI-ATONSPERACRE.
BARE —ROOT TREES OR LIVE STAKES. 9. TEMPORARY SEEDING SHALL BE APPLE D ON ANY DISTURBED AREASTO REMAIN UNTOUCHEDFOR
MORETHAN 5 DAYS. PERMANENT SEEDING SHALL BE INSTALLED WITHIN 15WORKINGDAYSOF
/ / \ THE CONSTRUCTION COMPLETION.
/ \ 10. FOLLOWING BUFFER RESTORATION, DIFFUSE FLOW WILLBE MAINTAINED THROUGH THE BUFFER.
11. IT ISTIFF RESPONSIBILITY OF THE DESIGN AUILDER TO MAINTAIN THE REVEGETATED SITE AND
/ \ ` REPAIR,PROTECT, AN D ADD ADDITIONAL CONTROLS TO PROTECT THE BU FFERASNECESSARVAT
THEIR SOLE EXPENSE DURING THE WARRANTY PERIOD.
/ \ 12. ALL AREAS WITH A SURVIVAL RATE OF LESS THAN 320 PLANTS PER ACRE AFTER ONE FULL
GROWINGSEASON SHALL BE REPLANTED.
[9,104101, \ \ \ \
LT .. I A CARD \
7226 Quail Perk De Ch.lote., NC 28227
]9704139 \ e . �
Denny & C,n oho King Allen \
22,na,lPok C,28LI `""�`���° CHARLOTTE
Cho,I,e P���z �\ WJ)TER
CHARLOTTE, NOR'1
J
MH-19 \ 7031440002 GOOSECf
/ STA:53+56.81—LINE A— \ dobNo. Scales File No.
PLAN so SEWER EXTE
PROFILE
Scale: 1" — 60' H11.
BUFFER MIT/GAT
Z ven.
0 30 60 120 180 240 AS DUI¢ Date

19724136
\ EARL D R(7C ER5 /
DB 25446/PG 403 Lot 46 PB 44/PG 535
\ 1207)mprDr :<Z/ a
Charlotte NC _8227
)7241.17
B I 1 11 Tahcr
1_It]DB 3299/PC 9 9, '4B/I'G 249
Cr281,/ \'\
\ C/ ^
arlottcV'EC 22_27
R
JU ff, D \
i
/
/
i
D
Thouus A Pritchard
DB 3234/PC 114
1230J Bain School Rd
Carl,. NC28127
1970551120
TOE OF CREEK (TYP)
furry CElD tt
TOP OF BANK (TYP)
DB 30356/PG%2,PB56/PG 421
56
12309 Bah, School Rd Chadolte NC 28227
/
0 1970
m Robert T.",I, arhd Kedhr T Hucl<s
15210 S]V pc Rd Charlotte NC 28227
IMPACTED HERBACEOUS WETLANDS
OUTSIDE OF 20' PERMANENT EASEMENT
SHALL BE REFORESTED WITH NATIVE A� N N X /
BARE —ROOT TREES OR LIVE STAKES. // / /
N
Scale: 1" — 60'
0 30 60 12) 1 240
/
rRANBURNE RD19703133l PdI dnllcr,8, Lot 27, PB 17/ RG 406
Rd Charl rtte NC 2822U 0 1 TO1 IBsD13301411/PG18 L t 6, P1317/ PG 406
II2225Rarrburh R1 Cl aziatre INC 28227
OO IRobvn Rebecca Allen
DR zv21a/b, III
19724103 / O 72(110uail Park Dr Char;nUe NC 4R2,
JarnG W 111 mhd ludy W Mc187drlcr /
12307 Bain5 boot Rd C1acl0ltc, NC?82?7 /
L TrustACADD
7226 Quail Park Dr Charlotte, VC 28227
Scale: 1" —60'
0 30 60 120 180 240
--....
HATCH LEGEND
20-IISOR SHALL ED EASEMENT
CORRIDO SEED M BE REPLANTED WITH
RIPARIAN SEED MI%
EXISTING WOODEDED EASEMENT AS UTSIDE
OF 20SHALL
FT
MAINTAINED EASEMENT CORRIDOR SHALL BE
REPLANTED WITH RIPARIAN SEED MI%AND NATIVE
HARDWOOD BARE ROOT TREES
OSRNOT TO CLEAR IFT
FROM 0.
FROM TOBTOTO TCE
POST CONSTRUCTION 100 FT BUFFER
SWIM 100 FT BUFFER
SWIM 50 FT BUFFER
GE N E RAL N OTES
1. SEE EROSI ON CONTROL SHEETS (EC 14) FOR EROSION CONTROL MEASURES
2. SEE DETAIL SHEET D2 FOR SEEDING SCHEDULE AND MULCHING RATES.
BUFFER NOTES
1. ALL WORK WITHIN THE GOOSE CREEK POST CONSTRUCTION BUFFERS SHALL COMPLY WITH
APPLICABLE PROVISIONSAN D RECOMMENDATIONS OF THE 401 & 404 PERMITS AND THE RIPARIAN
& WETLAND TREE PLANTING GUIDE.
2. THE DESIGN BUILDER SHALL SUB M IT VENDORS CERTIFICATION STATEMENTS FOR EACH TREE
REQUIRED, STATING THE BOTANICALAND COMMON NAME.
3. THE DESIGN - BUILDER SHALL SUBMIT A CERTIFICATE GUARANTEE WORK THROUGH THE SPECIFIED
MAINTENANCE PERIOD OF ONE YEAR.
4. ALLAREAS BEING RESTORED SHALL BE HAND CLEARED PRIOR TO REPLANTING TO REMOVE
CONSTRUCTION DEBRISAND ROCKSLARGER THAN SIX INCHES IN ANY DIMENSIONS.
5. ALL PLANTS SHALL BE NATIVE TO THE NORTH CAROLINA PIEDMONT REGION.
6. INVASVE SPECIESSHALL NOT BE USED IN ANY WATER QUALITY OR POST CONSTRUCTION BUFFER.
7. FOR DISTURBED AREAS WITH SLOPES 3:1 OR GREATER, SOIL SHALL BE STABILIZED WITH MATTING
OR OTHER APPROVED STABILIZATION METHOD UNTIL PERMANENT VEGETATION IS ESTABLISHED.
ONLY TOM BIODEGRADABLE MATERIAL SHALL BE USED.
8. NO SEED SHALL BE PLACED ON COMPACTED SOIL. PRIOR TO SEEDINGTHE SOIL SHALL BE
SACRIFICED TO A MINIMUM DEPTH OF 41NCHES. ALL SEEDING AREAS SHALL BE COVERED WITH
STRAW MULCH A RATE 1-2 TONS PER ACRE.
9. TEMPORARY SEEDING SHALL BE APPLIED ON ANY DISTURBED AREASTO REMAIN UNTOUCHED FOR
MORE THAN 5DAY 5. PERMANENT SEEDING SHALL BE INSTALLED WITHIN 15 WORKING DAYS OF
THE CONSTRUCTION COMPLETION.
10. FOLLOWING B UFFER RESTORATION, DIFFUSE FIT W WILL BE MAINTAINED THROUGH THE BUFFER.
11. IT ISTIFF RESPONSIBILITY OF THE DESIGN BUILDER TO MAINTAIN THE REVEGETATED SITE AND
REPAIR, PROTECT, AND ADD ADDITIONAL CONTROLS TO PROTECT THE BUFFER AS NECESSARY AT
THEIR SOLE EXPENSE DURING THE WARRANTY PERIOD.
12. AL AREAS WITH A SURVIVAL RATE OFLESS THAN 320 PLANTS PER ACRE AFTER ONE FULL
GROWING SEASON SHALL BE REPLANTED.

DEPTH OF COVER
(PIPE BARREL O.D. TO
TRENCH BACKFILL
(CLASS II OR III MATERIALS)
GROUND AT TRENCH CENTERLINE)
TOPSOIL (12-)
/
- - -
\�
NOTES FOR BACKFILL MATERIALS
\�
GROUND SURFACE
1. CLASS I MATERIALS SHALL BE NCDOT No. 67 STONE.
2. CLASS II MATERIALS INCLUDE COURSE SANDS AND GRAVELS ( MAX.
3. CLASS-IIINMAITERIALS INCLUDE FINE SANDS, CLAYEY GRAVELS AND
�/\ —III—III—III
III —III— /\�
SAND/CLAY OR CLAY/GRAVEL MIXTURES AND INCLUDE MATERIALS
EXCAVATED FROM PIPE TRENCHES
4. TRENCH BACKFILL INCLUDES MATERIALS EXCAVATED FROM PIPE
Pp�poSED / —III—III
III —III //
TRENCHES EXCEPT ROCK LARGER THAN SIX (6) INCHES
SEWER \\\ II II II II III
II II / 12-INCH MIN.
5. TOP TWELVE (12) INCHES OF BACKFILL SHALL CONSIST OF TOPSOIL
STRIPPED FROM TRENCH PRIOR TO EXCAVATION IN ALL LANDSCAPED OR
MAINTAINED AREAS.
INITIAL BACKFILL(SE>%/\
TABLES
FOR MAY S) •\ PIPE ID /
PIPE SPRINGUNE
(MID -DIAMETER) r. 1/3 PIPE O.D.
HAUNCHING -
FSEE TABLES
OR MAT S) _ _ - _ _ 6-INCH BELOW PIPE BARREL (MIN.)
BEDDING
(CLASS I MAIL) LIMIT TRENCH WIDTH TO
NOMINAL PIPE DIAMETER
PLUS 30-INCHES
INSTALLATION REQUIREMENTS — DUCTILE IRON PIPE (SEWER)
NOMINAL PIPE
DIAMETER (IN)
DEPTH
OF COVER (FT)
PRESSURE
CLASSIFICATION
FOUNDATION
BACKFILL MATERIALS
BEDDING
HAUNCHING
INITIAL BACKFILL
8
16
3-34
350
250
NOT APPL
NOT AP PL
CLASS I
CLASS I
CLASS I, II OR III
CLASS I
CLASS I, II OR III
CLASS I, II OR III
INSTALLATION REQUIREMENTS — POLYVINYL CHLORIDE PIPE (SEWER)
NOMINAL PIPE
DIAMETER (IN)
DEPTH
OF COVER (FT)
PRESSURE
CLASSIFICATION
FOUNDATION
BACKFILL MATERIALS
BEDDING
MUNCHING
INITIAL BACKFILL
8 & 16
3-20
AWWA C-900
DR25
NOT APPL
CLASS I
CLASS I
CLASS I, II OR III
TRENCH DETAIL
NTS
Si itF.EI VI-G RAVI IY SE W.N I H CEH WINE �•+
r101N naerr
-------
-_ _ _ r ___ ---e_=
_ -
r
TRACER WIRE FOR GRAVITY SEWER 8EEFE� R4A4 FFS'�
TRENCH DETAIL
SP
G mrtg n �. II
� � T a�a m w�. rc"ami ico caaYdi'mwav�.
k axa A ex
�uvEu rar rim iaiauc av c�o�
xravcmn caraa ev exa
axg�r.ummwez�mv mvm. s,„eus �OF xo'u"rc'ouA Flx5 axo ortHA
,a a'6 com 5E'Crays reE M�Ssw wm�t'Sr
CHAR TTE-MECKLENBURG
UTIIdTY DEPARTMENT
ENGINEERING DNISION
CHARLOTTE, NORTH CAROLINA
STANDARD D£TAR
m
GRAVITY SEWER MAN A MANHOLE MMUR GROUND ROD CLAMP SFRy1[x C[3NNF(:T m
TRACER WIRE DETAILS
FOUMDRY6 CTARR.
eAer,rpRD.w NPar✓ WCIaAa
_
,raceasm FLU4a e1
.m.L ,c<r4�, „ecal... SOW 1ACii TeH
` `+ec
4
fs Two�[LQrv_ rLLTTDa cYa
' F•a �AsT
Iv: _� ..... r {UFWaHI L
L
s
54w�
DO76;rT EN R - '
D
aW wP1 SAN TARY•
n88FiM5T SEWER
1
w-NOMAF+QTTµ1N6
__
�
tur rcn HdrEs
i Y5•fETTi!!s
_
NC IE•H:.D 90.T
Rl•LFTFq SaM �•� �9'%
11,6'aE!'a1,R' TxK aN M.E. F' Y
g6BBpq �1•Q-o�%o�
, Iia BP69
=
� 'r`�
� 171
t FIB 1N C� T YC
I ,ar
11'FE A 9�.41NNf 10�� S11R
MV HI 16L H
1u xv
~ ul
y
,M-
sw ar �
aL+]^P
Z
+tY�
1fR ` I•�Einw YIP
rTla' Oa OF r>M [IItmE 6.9�TS2
' L-�•
affn +--1 + _L
me
ivy �7
S 6.W0� 1R'
�
C
»mow
3
USF NIL o
r°°
DATE
arr � � 71K•
+^^' +
i
OTMQAMLOf�f CLASS 36 y1P
'Cow
T1w 2�
raw �'• ..�.�wu
w
J
i
G
WEIGHT- I50 LB. MIN., a% MINUS TOLERANCE
Plo,r,olt aET^a WEIGHT~7e5 LB MIN "D%MINAS TOLERANCE
NOTES:
F
LOAD RATlNO. WAVYDURI' USE WITH TYPE A B, OR FRAME
g
MATERIAL• ASTM ms- CLASS 35 CLAY IRON COVER SHALL ODNFORM TO DIMENSION MI WEIGHT REOLII REMENTS.
COATING, • HNDI"ED COVER SHALL NQT IlE QJTOF RWND
u3'
TYPE 3 MANHOLE COVER DETAIL
FOR USE OUTSIDE OF PAVED ROADS
Y.SS
WON WQRAS
I''�M
I�H.,ialq ,c'WARNING
il
lJI
DO NCT ENT R I R1•MfTMID a^RS
Na[HOLFS , tR.
� pI CO^[G
c
7J
7
^ p1•Nd,PdCIaATW
a x� .IGi HOLE,
rcr
r1 r z
IRrtalp H.e
CD p
i♦ -� Ilfr as
«[3333
W
nix' 1511d�11 7F!'
181,d fR'
U
�1
xLY as
3Iw
i 1shr
31317� Tom. 8711{' IrZ
Ty1 P
a176'
a 71
yT• T7,+E 301 Ili'
a. e,Roa
rr
W T3PE Goa
wlcHr® aa.Rm
auRFACE ,a .r.,,�--,
x
� w
rsScmNEo
u3FNR suRSACE
DATE r M.
I CLASS Sy
a+r rmr
&
i
�F
7PT
w ]Gf - 15D LB. MIN., D%MNDS TOLERANCE
WEIGHT • t45 LR MIN, 0%MINU5 TOLERANCE
a
NOTES_
LOAD RATIN3 - HE4Y1• DIM DSE WITH TYPE A S. OR C RIMEI
MATERIAL - ASTM Aga -CLA33 35 GRAY IRON COVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
{ $3
000.71N6- uHDIPFED COVER SWILL NOT BE OUT OF CAt1ND
TYPE 2 MANHOLE COVER DETAIL
FOR USE IN PAVED ROADS
FINAL DESIGN — 100%
NOT FOR CONSTRUCTION

Malenal
Ogpnlc MpiChas
Straw
Wood chips
Wood fiber
Barr.
Cgre stalks
aIaIMM
Maly snd Maly'
Jule net
INSTALLAFGN
I. NHERE FEASIBLE. PLACE MATS IN A LOCATION MAT WILL MININIZE THE AMOUNT
NEEDED FOR ME WETLANDS CROSSING.
2. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROLS AT APPROACHES TO MATS TO
PROMOTE A SMOOTH TRANSITION TO. AND MINIMIZE SEDIMENT TRACKING ONTO. MATS.
3. MATS SHOULD BE PLACED ALONG ME TRAMEL WAY SO MAT TIE INDI O TIMBERS
ARE RESTING PERPENDICULAR TO ME DIRECTION OF TRAFFIC. NO GAPS SHOULD EXIST
BETNEEN FINGERS.
9�
C
MAINTENANCE
+
8
M1I
MATTED MA S. IN CROSSINGS SHOULD BE . LOOK RE0 i0 ASSURE CORRECT FUNCTIONING
OF ME MATS. INSPECT MATS DURING USE. LOOK FOR ANY DEFECTS OR STRUCTURAL
PROBLEMS.
y
;
�`
2. MATS WMICH BECOME COVERED WTH SOILS OR CONSTRUCTION DEBRIS SHOULD BE
r.1
CLEANED AND ME NATERIALS RETIOVED AND DISPOSED OF IN AN UPLAND LOCAT H
ME MATERIAL SHOULD NOT BE SCRAPED AND SHOVELED INTO ME —ANDS AREA,
<
Z
3. MATS WIICH BECOME IMBEDDED MUST BE RESET OR LAYERED TO PREVIIJT MUD FROM
COVERING MEN OR WATER PASSING OVER THEM.
.�.
REMOVAL
1 MATTING SHOULD BE REMOVED BY eACKINC-BBUT OF ME SITE, RERONNG MATS ONE AT
FORESTED wE,LANos
BOUNDARY
S3
b
Q
A
A
CONDITION OF
TRAY
A TIME. MY RUTTING OR SIGNIFICANT INDENTATIONS IDENTAED DURING MAT REMOVAL
SHOULD BE REGRADED IMMEDIATELY, TAKING CARE NOT TO COMPACT SOILS. ELM
2. MATS SHOULD BE CLEANED BEFORE TRANSPORT TO MOTHER —AND LOCATION TO TIMBERS MAY BE SCL10
NVASIVE REMOVE SOIL AND ANY IPLANT SPECIES SEED STOCK OR PLANT MATERIAL. �ool
UP e 1CCEMFR ToMA
MANE lu r SECTIONS,
3. CLEANING NETHODS MAY INCLUDE BUT PRE NOT UNITED TO SHAKING OR DROPPING
MATS IN A CONTROLLED MANNER W M A PIECE OF MACHINERY TO KNOCK OFF
ATTACHED SQL AND DEBRIS, SPRAYING W M WATER OR AIR, AND SN£EPING. CTS= ro PoEm
O 9UPPatT THEIR 1111IPIENT.
56Ta1 A -A
TIMBER MAT FOR WETLAND CROSSING
M Vic hing Materials and Appl icati on R.Ie5
Role Per Acre
OualRy
Nolen
1-2loom,
Dry, wlchcppea,
Shwid come from w'ueat ar oft
mmnWpBIheNi,d. Ovoid
spmod by haEd or machine; mulct
weeds.
be lacked down
EI.6lorus
Air dry
Treal WV, 12 ms n,trogenTan. Ap*
mulch blower, chip helTd/K�Cir
Zh
nand. Nal �rmkFMtir1.
D.&1 k—
Also rammed b N refed OdAAM
May be hT'dr0008d00. 00"U10In
hot. dry Mludh L
35 Cubic yards
AN dry, shmedded or
ADpty w,M1 much bkaeer, chip
hammerHmllled, or chips.
handler, ar by hared. bo rot use
.5phall lack.
"I—
Cut or Whndded In 4-6
Apply wllh nai boner or by hared
in. IengHla.
Noe ror use Xn fine turf.
1.3long
Green or cry. should
Contain meltde seed
Corer area
Fiberglass net Corn area
EXoetslor Corer area
(Wood CIper]
III
Fiberglass ra,;ng 0.5.1 wn
Chmicel Smbilipar'
Heart', unionn; woven VJVharsrlds rre rllow. 13-1.1 e.
of sing4 pie yarn. Used whin o+panlc mulch,
59AUHLlands mciow. 6Brtwhen
eked Tblh cegarEio much.
VAHntands wal.,I
Con(nuoeo Users al Apply wlm a Compressed ae ejector,
drawn glass bound Tack rrilh L4mulslked esphalr at a
w4emec TNh a nen.Zcyc role of 2545 gal11,000 Me II
agilor
Apualan Igo— Not Dori he ptanl gro ylh
A& -pray mandach.rn
CU-WI AK WDeC1f"Icnss
Fei Se
Tana Tack
EFLFD(50o
Genagla 743
M•145
'Rater 10 PraO(icer NO- 6.30. grass t,ned Channels.
:Use all vade dames does ad mtply endorsarrlmt of product
w
o
o
a
U_
0
REMOVE Be RAP AFTER CROSSING IS
BACKFLL TOP OF BANK SECTION
COMPLETE AND RESTORE STREAM BANK PER
OF MATTING WITH MIN S' TOPSOIL
DETAIL ID
�Tpp OF BANK
RIPARIAN SEED MIX TO BE PLACED ON
STREAM SLOPE AND TOP OF BANK
SEED AND MULCH WITH
WOVEN CPR NET
OVERLAY (400 WEAVE) 1-11
INSTALL ANCHORS IN
ACCORDANCE WITH
_
MANUFACTURES
SPECIFICATIONS
SCOUR LINE
IIII I
���I
BMW PoP-RAP a
24' MIN
IIIIIIIIIIIIIIIIIIIIIIIIIII
;i
a III -III -I �
I -I � I -I
CLASS 1 PoPRAP MINIMUM OF 2e THICKNESS
CREEIC BED
FOR STONE SZE SEE SPECIFICATIONS.
,Te-mporary StreambankStabilization
Detail
SGale: NTs 1
RUN COIR ROLLS PARALLEL
TD THE STREAMBANK
NOTES:
1. Harvest and plant live stakes during the
dormant season
2. Livestakes should extend down into
mid -summer water table
3. Staggerlive stakes and space them 1'-3'
apart
4. Use a rigid steel pilot bar to prepare
planting holes in firm soils
o�
5. Soak live stakes for 24 hours prior to
installation
6. After installing, tamp soil securely around
the stake
7. Side slopes not to exceed 2:1.
11-
TRENCH AND BURY EDGES
rOF COR FABRIC
'
RIPARIAN
BE PLACED
S® MIX E
ON STREAM SLOPE
AND SE OF BANK
I
—
I I I 11 I I I
SEED AND MULCH WITH
I I I I I I I I I
WOVEN CDR NET
MAIM ((100 WEA�E1
MATCH E)dSIING GRADE
SECURE MATTING
HARDWOOD
I I
ST11112
CRUX..'
BED
urE srAla•s - PaLTnLE
Live taking Detail
8c91e NTs 10
I. ALL IMPACTED WETLAND AREAS WILL BE RETURNED TO THEIR ORIGINAL PRE-CONSTRUCTUION GRADE; THERE WLL
BE NO PERMANENT FILL IN JURISDICTIONAL AREAS.
2. ALL PAClE0 FORESTED NETLANDS MILL BE SEEDED WM THE PERMANENT RIPARIAN SEED MIX. SEE SEEDING
SCHEDULE, THIS SHEET.
3. TIMBER MATS SHALL BE USED FOR EQUIPMENT CROSSING FORESTED NERANDS AT THE FOLLOWNG LOCATIGNS:
FROM STA. 0 + 45 TO STA. 2 + 50 (SHEET ECI) FROM STA. 43 + 60 TO STA 46 + W (SHEET EC2)
FROM STA. 7 + 32 TO STA. 8 + 35 (SHEET M) FROM STA. 50 ♦ 80 TO STA 51 ♦ 50 (SHEET EC2)
FROM STA. 22 + 20 TO STA. 22 + 70 (SHEET EC I) FROM STA. 0 + 10 TO STA O + 40 (LINE 8 SHEET EC.3)
FROM STA. 28 + 00 M STA 29 + 00 (SHEET ECI) FROM STA. 3 + 50 TO STA + + 40 (LINE 8 SHEET EC3)
SEE TIMBER MAT FOR MT AND CROSSING DETAIL (MIS SHEET).
PLL CLEARED FORESTED —ANDS, WM ME EXCEPTION OF ME PERMANENT EASEMDJT, MLL BE REFORESTED
M NATIVE BARE -ROOT TREES OR LIME STAKES AS APPROPRIATE. TREES WLL BE PLAN IE[I IN NATURALISTIC
DRIFTS AT AN AVERAGE SPACING OF 10-FOOT CENTERS FOR AN OVERALL AVERAGE DENSITY OF 4s0 TREES PER
ACRE. IF CONTAINERIZED PLANTS (I GALLON) PRE USED THEY SMALL BE A NININUM OF ONE YEAR OLD WITH A
HEIGHT OF 12-2+ INCHES TALL, WM A ROOT COLLAR DIAMETER (BASE OF STEM) OF 1/4 - 3/8 INCHES.
AREAS TO BE REFORESTED SHALL BE HAND CLEARED TO REMOVE CONSTRUCTION DEBRIS AND ROCKS (LARGER
MAN 6 INCHES IN MY DIMENSION). PLANTS SHALL BE PLANTED IN RANDOM MIXTURES OF SPECIES WMICH MAY
INCLUDE ME FOLLOWNG SPECIES:
IBEES S1113 e
NAPLE, RED (ACER RUBRUM) SIU(Y DOGWOOD (CORNUS AMOMUM)
BIRCH, RnAER (BETULA NIGRA) ELDERBERRY (SAMBUCUS CANADENSS)
SYCAMORE (PIATANTUS OCCIDENTADS) SILKY -OW (SALIX SERICEA)
OAK WLLOW (ODERWS PHELLDS) BEAUTY BERRY (CAWCARPA AMERICANA)
5. A NININUM OF FOUR TREE SPECES AND 2 SHRUB SPECIES SHOULD BE SELECTED TO REVEGETATE ME
APPROPRIATE AREAS. ALL AREAS WTI A SURNVPL RAZE OF LESS THAN 300 TREES PER ACRE PETER ONE
FULL CROWNG SEAS CH SHALL BE REPLANTED TO ACHIEVE MIS FINAL PLANTING DENSITY.
WETLANDS INVOLVEMENT CONDITIONS
TEMPORARY SEEDING
SEEDING DATES SEEDING MIXTURERATE
JAN. 01 TOMAY01 RYE GRAIN-120LBS/ACRE
KOBELESPEDEZA-50IF sXACRE
MAY 01 TO AUG. 15 GERMAN MILLET-40 LBS/ACRE
AUG. 15TOJAN. 01 RYEGRAIN-120LBS/ACRE
SOILAMENDMENTS
MATERIAL RATE
AGRICULTURAL 2,000 LBS.CRE
LIME STONE
FERTILIZER 750 LBS/ACRE
10-10-10
MULCH, SMALL 4,000 LBS/ACRE
GRAINED STRAW
PERMANENT SEEDING
SEEDING DATES SEEDING LOCATION SEEDING MIXTURERATE
MAR. 01 TO OCT. 01 LANDSCAPED AREAS BERMUDA GRASS, COMMON
(MATCH EXISTING) HULLED-40 LBS/ACRE
MAR. 01 TO OCT. 01 LANDSCAPEDAREAS TALL FESCUE, REBEL OR OTHER
(MATCH EXISTING) TURF TYPE -40 LBS/ACRE
AUG. 15TOJAN. 01 CLEARED EASEMENTS PERMANENT RIPARIAN
AND RIPARIAN AREAS SEED MIX-20 LBS/ACRE
PERMANENT RIPARIAN SEED MIX
COMMON NAME BOTANICAL NAME % MIX
VIRGINIA WILD RYE ELYMUS VIRGINICUS 20
PARTRIDGE PEA CHAMAECRTISTA FASICULATA 20
S TCHGRASS PANICUM VIRGATUM 20
SMOOTH PANIC GRASS PANICUM DICHOTOMPLORUM 15
BEARDED BEGGARTKS BIDENSARISTOSA 15
CUTLEAF CONEFLOwER RUDBECKIA LACNATA io
SEEDING SCHEDULE
FINAL DESIGN - 100%
NOT FOR CONSTRUCTION

U
t
a
U
0
�' GENERAL NOTES:
1. USE MINIMUM 12 INCH OV AEIER FBER IVITILL
30' ACCESS EASEMENT - '�*" 3. ONLYxMS,ILLL WAMLE(S TO A HEIGHT H CRON SO FLOW WILL. NOT VASH IAIXNa
IK4TrIF ANO SCOUR Ol O SCOFFS AIA AR DIRECTED
4 AKTH1. A Ml�LIUM OF 2 UP%Cft SYAII IRO 4 OD,N 011 STASES tit AN ANGLE
TO WEDGE WATTLE TO mndl 6 WON.
SEED EXISTING ` S PRDNDE TrAPI.E3 MIOE OF 0.125 N. IIIHCIER STEEL WIRE IDRYNI WIG A U SIUPE
GROUND WHERE UmERT 1Nne 1NBaT FWUIITTH"H 12 HIEXTXTH.
4 RM) AT STMR,ES D TO SECUIIEY EKRr I Sli FOOT ON BOTH SOfi # TrATD,E
5'DITCH DISTURBED FOR 1qp AM) AT EACH END TO HIXINE ET TO 111E EOa.
CONSTRUCTION tNTrt ]. SPECIF wT1PWc R WGCDRUTTHCE WAIN SECR011 INf v THE HCDOr STA11D,1pp
M `-a M r� 1/2" / FT MAX PRIOR TO eOLTMXfLWIOE (>'/Y} wvLIGTgH. 08rAW A 50L AMPIE FROM PRG=
1 / Fi ryLgX
`lF-y `L/✓ O 0 FL[• tUR T T EIMM OFFSrTE wACH x0 IwAl2E FOR APPRDIMCrfE PIY
n FIilILLYAN1 TO 2L UNCEii TC FAUN kO111E.
REIWLT APPLY IL OFLOW OF M11101x OR NCUTRNLT CTWICm OE OAER WATTLE
`V I- 5 w L , /- 5 MA �1'� MA O O O C� rJ O 150METRN. NEW REMP ITER WILL Plp V R 1 OUNCE OR wT[wo ON F/,M ORE OF xr O
LITC1
EXISTINGSOIL REAPPLY PAY AERIL E1n1'r RunF EWF T MAi 6 T-0FMA f0 OR EtcOR15 Om w.
EXTEND MIRAFI 12EXISTING TEMPORARY SILT FENCEGROUND WHERE ON HIGH SIDE, PLACE MIRAFI 500X ALONG CREEK SIDE OR
DISTU R BED FOR AS APPLICABLE OR EQUAL. AS APPLICABLE.
CONSTRUCTION SEE SILT FENCE DETAIL. H 1
NOTES: GRADATION REQUIREMENTS rune- ..n w �•
/ .Fl.U..u..".,�..,�.,
,�.ITE.
2. BALLAST SHALL BE CRUSHED STONE WITH TWO BROKEN SURFACES.
NI, 11 Sieve Size
quare
(SOpening)
Passing " Weight
CROSS SECHON
YEi OTTCH
ANGULAR, ROUGH SURFACED, CLEAN AND FREE OF DUST, SAND, LOAM,
2-1/2 Hch
100
INCORRECT CORRECT
CLAY, FLAT, ELONGATED, SOFT OR DISINTEGRATED PIECES, AND OTHER
nnu0 wP�.
2 Hch
90-100
DELETERIOUS SUBSTANCES.
1-1/2 Hch
60-90
NOTE
3. UNACCEPTABLE MATERIALS. ROUND ROCKS, BOULDERS, COBBLES, OR
1 Inch
10-35
GRAVELS. UNACCEPTABLE PARENT MATERIALS INCLUDE CARBONATES,
�..
3/4 Inch
0-10
BARR R SHALL BE INSTALLED AT THE DRIP LINE OF
TREE BRANCHES OR A MINIMUM OF 10 FT FROM TRUNK
SEDIMENTARY ROCK, ALLUVIUM, SANDSTONE, AND SLAG.
3/8lnch
0-3
No.4
0-OS
4. BALLAST SHOULD BE OBTAINED FORM ONE QUARRY SOURCE.
maruhAll[
CROSS SECTION 'Ir 'F
5. CONTRACTOR TO FROM PROVIDEMATERIALTO
AND IN PECTORAND GRADATION TPAPF701OAI ORCH
TREE PROTECTION DETAIL VERIFICATION FROM SUPPLIER To ENGINEER AND wsPEcroR PRIOR
17
TO CONSTRUCTION OF PERMANENT ACCESS DRIVES.
0. USEWATTLEDITCH DETAIL AS NECESSARY. NOT TO SCALE
Tree Protection Detail Scale: NT5 6 Temporary Access Drive 6cale: NTs 7 t{jb CITY OF CHMUTTe TEMPORARY WATTLE CHECK DAM
Iarm DZYELUPUENT scnnnnRDs WITH MATTING AND OPTIONAL PAM
3�.10C 15
UNDSTURBED
� TRENCH W4<L ENERGY
DISSIPATION TEMPORARY ROW rSURFACE ROW
DIVERSION PIPE [DIVERTED DIVERTED BY SJ/ME^ �—
J// SURFACE FLOW
---- n
DIVERTED BY SWAGE
UTILITY UIliF+ERNDUS DINE
NE(DIAMETER VAPoES) DONEIE ORCOLLAR
T TGP Or BANK
� 5� PROJECT
SEED AND MULCH W/
NOT 70 EXCEED b FEETS. TRENCH OEWAIERINC DEMCE SURFACE BINDER
CLASS A RIP RAP BED OVER
GEOTEXTILE FILTER CLOTH
AGGREGATE APPROACH
SEMM pyy{ 1:5 (KH) MAXIMUM SLOPE ON ROAD
�.. WORK AREA
SURFACE FLOW DIVERTED BY SWALE SURFACE FLOW
NOTES: NOS: DIVERTED BY SWALE
I. CONCRETE COLLAR TO BE PLACED AT DOWNSTREAM (SEWER UNE GRADIENT) WETLAND 1. INSTALL SITE SEDIMENT AND EROSION CONTROL MEASURES
BOUNDARY AND EVERY 150 FEET UP THE GRADIENT UNTIL THE SEWER LINE EXITS THE 2. INSTALL TEMPORARY FLOW DIVERSION PIPE AND PUCE ENERGY DISSIPATION STONE AT -
vETLAnD. PIPE OUTLET TO MINIMIZE EROSION AT DISCHARGE LOCATION. _ _________ __ _ CLASS A RIP RAP
2. NANUALLY OVER EXCAVATE KEY INTO UNDISTURBED EARTH OR ROCK TO MINIMUM DEPTH OF 3. CONSTRUCT IMPERVIOUS DIKES TO ISOLATE WORK AREA AND DIVERT FLOW THROUGH
6" ON SIDES AND 12' ON BOTTOM. FORM CONCRETE SEAL TO PRESENT WATER FLOW AROUND TEMPORARY DIVERSION PIPE NEW ROAD
Co
4. INSPECT THE IMPERVIOUS DIKES REGULARLY FOR LEAKAGE GEOTEXTILE FLIER CLOTIi
5. INSPECT DIVERSION PIPE REGULARLY TO ENSURE INLET IS FREE FROM OBSTRUCTION ORIGINAL STREAM BED
3. FACES OF COLLAR TO BE MANUALLY FORMED w/WCOD AND LEFT IN PLACE. AND OUTLET IS FREE OF EROSION. AGGREGATE BED OVER
8. UPON COMPLETION OF WORK, REMOVE THE IMPERVIOUS DIKES AND TEMPORARY STREAM GEOTEXTILE In CLOTIi
4. PROVIDE 14 BARS 012- OC EACH WAY. FLOW DIVERSION PIPE
lAnti-Seep Collar ASC scale: Nis 5 Stream Flow Diversion Detail Scale: Nis $ Temporary Stream Ford Crossing Scale: NTs 9
KEY/ANCHOR MAl77tIAL AT
TOP OF SLOPE.
2' MIN.
SPACING YYP.•
r r r GENERAL NOTES:
.16' MIN. SPACING TYP.• rI t. LAY M.MDIETS LOOSELY AND
m Ew. pu •oaL W r
STAKE OR STARE TO THE Al. S F
yAr IOCG M KIRm r GO HOTECT
WITH[ THE
2- • gMEWS10NS SHOWN ARE
MINIMUM. MANUFAL'ilMm
PRODUCTS MAY HAVE AOOGpN•L
REQUIREMENTS THAT MUST BE
\� 6. MET.
T®A HE'Tl `r, RFAI!E 'SKA� OF FREE
IN $LICE a SLOPE OF ROCKS. WL GODS, STI]KS.
GRASS. wT/aNKf1'S scuL1
HAVE GOOD SOIL CONTACT.
�1E
4' Milli FOR DETAIL SHOWN
CHANNELLOOR BPPE FINAL DESIGN — 100%
I. Pli IO WyrrAIIATCRL TyVA/ACTURER SPECIFCK1nDHS DF FILTER MEDIA Si4V.1 BE PROVIDED TO r CUIFNL MATING 5PECIFCATIOYS.
NOT FOR CONSTRUCTION
TIE ON"cDHrRDL .aPEcrDR FDR APPXGMu AND USE.erscauPDE Ali rarpA MEW. s1aL r � PLEASE REFER TO F><'Es�DAT
MEIT OR F]C® THE PROYTSIDNS OF 111E dFA1W HATER ACT. .. r _ I WATER TAERZ sTmIuRG EUNUFA 00-t7 AMIC GUIDELINES.
I. ENSURE MAT RPF PRESSFNIE DOES NOT EXCEED FILTER MEDIA RATING.
S. FILTER MEDIA MAY BE. BUT NOT UBIEO TO, S A MEDIA FILTRATION DDACfS,
urm F.= FINK � OR NXIIMER RASED °EWAIKII D PTA CHRRLO 7TE = CHARLOTTE W AT E R
.. PUMP STRAINER SMALL NOT BE N CONTACT W11N BOTTOM OFPLIA W TER
FABRIC V'' ABOVE
SOURCE
WATER.
CLOTH CHARLOTTE, NORTH CAROLIL
FABRIC 4' ABOVE SOURCE WATER. --
E�EI
7031440002
Juh Ne. ON Ne. GOOSE CREEK
Sri SEWER EXTENSION
1(EY/AAICHOR MATERIAL. TO TOE OF SLOPE. PLAN 1°=60'
NOT TO SCALE: NOT TO SCALE PROFILE Uri.
v=so'
vea 1"=s' MISCELLANEOUS STANDARD
CI Y OF CHARLDTl6 �"�} LAD Crff O P CW Si'Al1DARD5 DETAILS
�[d1 IAHD DMOPMENT sural BUS EROSION CONTROL DEWATERING EMBANKMENT MATTING DETAIL ASBuilt Date
TuunxrETT:. �nUmCHOI.G=eE1 30:13 klMUur(r: 11#1LUI CHMURM 11i 3D.20 1 shel
JED RET RRH RET 6/1 /2020
No. Date By Rey+sion SurveyeU By Designetl By Drawn By Protect-Engr Approved By Date D,

GENERLL NO1S
I. Y MM IP•Ix W USED etEAf SAT IRK[ M m RENNN ACR A RDLGO a
�Il.wxr++H2
2 sTEa vela aHNL a e•-0- N IpEPIT ANNo eE oo iH[ aDF-FASTBDI ANpL nED.
rlPc
3 TUIa SLT ILNLL LIP SILPC Al pOa.
a_ eRYA¢ SAAEn - a Rf♦DRm A eRGP of -T - - wNwIF a
AANCmr m STEx 9u1EFfG. STR01N6 tar NEIUNI, NSTOI f0 SWN e11111R
CL JDJN5 DIM: pT.l1R nwlNt;{ a RE�.xvFn FOR YaaUlt LpnEIONroN of
Dw•dR.E.T Y Sd4lnE MD.N.
e IFIARIS F.w IIPT uA4L emIROA I/N .ArnE Pve Im n �1NOE
DI093H MO f6R�R fXNlTRvI PLMNIC 1/4.a NAlll
7. w e v TTsb" SEL oa FENCE AA meLNEf]i5, Tx100NNT5 w uNin
ARIAS K CONp GRAm R ..
WE�OT�S:-
1. FILM 10AE SWu. eE NSPCCTED If w RNM1C RESPNrSlHC NRD
OR HR M FMT R MAN. WC xT IEIBT PHLY MW^
FROA OIn s r-AN_ Art RD AM "I M SNLL BE NAIDE RR(pIA10.Y-
I JRlolaR WE FARRO OL00AM0eE ER I MWE IEnEORNE Aw2R TO NE wP
Of EIE EIwT'clm uSMIE UPI MO iK eAAI!_R STAL a l[04aAki. SHE
iATdPD SPAL eE efPIMDD PROIPIt'.
i �AIF/1T CFPOAIS 9EpMD BE RDW7h0 RHFN DEIV6R5 RFM.H ARFOL f1T1.F
TTE TepTI OF D[ eNOeER. SCOLUrt LN'J�IS RENMIANO N PUSS
AFIDH TIE ffi7 FENY a RER]Kn •]ORAL fiE AFL m cwioml m ifE
Fa>GIT10 LRNF, PNE Af[u IIIo aFtOFb.
• cm OF CHARL07T6
➢PTLOPMENT SrODARDS TFMPORARY Sil T FFNCF
171.UUATTE INCIUID&S CEA3D.(RTE EW 3D.06A 15
GENERAL Ie0FE5:
1. HMS FDA:11R PEDAL K A IY111N1R C< 02' N BOTH MC POLL INK A
-MUM W E U E RIMS " l r STAY SPAd16
7- TONEH OETTR FABRc eT INTENT MORE yyT ALKE C TO pEyINN A0A x
AFJeoo o Mae THNe 30 &Mrs
} AFLL P0515 SITYL BE 5'b' N HPMT P!A DE OF 1TL STLF-FAST[INER
ANIdE STET TERC
ATOLL t£ Ar LEAST At0 GAGE yTIN A MNMNM v e lES
TwEg - •TIN 6 ' STAY SPMlW.
a W MO wPpO.RT-T FR STOIC 6 RUMORED m e[ Gll SU RN NUY Ai IK TOE
eF aWAss WAN 10 TILT vpoclL p!1 swq
7. pRWLY ` FENCE 0 REOIFRN M O X OF w R1e LIEN MAONG
a A(APSEHT 10 ION BUFTrns. mRENeM Ot EN! UNAAS IRTFER TO SA.I
EIDA><iG TVN�I R 6PTNC A!¢u. FOR WSLUL
a TMC rvTFa [.LIP � Tc enuF[e 1ww y4 AnF Pu Tee Ai n
e SLOPE IFH.�16 CAI NOT FlC® C✓aTFTM 91gA1N N TIRE eA2A 11010N
oIWMN FFEGkn MO SEDEEHrt G}N7Rfx 0.AIIRIC Y• OEETOI IATARLIL
1 R N1 NOT NaTNl SEGNpIT PENCE ,STTI.NA1. OYTOI(a. NLTCANEa OR
ORFR MCG a>F COdOTFfMiFD PUbIFWa.
A1)�
1. FILTER �A9N1 ¢E FSPEGFn Hf THE FNNKNLLT RF9G16BIE PARTY OR
MI6 AmIE uNrM� rAdl RrA/N1 ADD AT LDar o.Lr &ANNm
FRDLONVF� PA•ALL IaPA.a I[LR➢ sNwL aL ATAIIE ..1:unILLr.
C. 9TJILV ENE ONIEIE 9ECOAvOR eR RLrrME FIETTE4 R/L PRpR 1p YI( FJO PF
11C DtPEEC7m utI•IE LR lVIO iK[ &HELD! ETA.L 6 NCpE9NY. MC IAMK
BEAR; eE A� 1� f1mIwTLY.
3. SFDUDe GEFO®TS SAIOAD aE wIDAm NHo1 ooEeaRa REeDx IALF TE TEA71T1
TI( 9UeeEN. MY �wwLL-rsTm�mS oexPnPA.I m �E.ml�iNo o¢�+aLRT
p�PIKO ANn YID[.
• cTr ota cxAaLosTE HIGH HAZARD
LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE ■■ll^•^' ININMES CHAALYM M30AfiB 15
mTN .�7
PAANLu.LT1 0LPm p w An r.TKp A
oni cwn
Rvo� TT.IeA TreTc 7` a, N.mel EP a EON]
I
I. 5[OepY1 nra ounu !ID WNNeTRA•[ LIOTN NIL M le ii C IICN BUr In
TALMR Nw Ie NNDNI_i
I NTAO•NC GUM &WL OF ARODK) TO TIC SEED. IDefE GCOAKUY T.e•10
APPVPIIWIE AAA NAep C CWPH SHALE K IZH50 N A -w V IZ wo
N ""IN M LIOMED PROPERLY AS SIATAN N ABM GETTER. HNNWNE 0. TO
K S x M 0IOAa [1R RALEL 1/A' SI%0W.
�. POM AMH BC AD RARE THN A 'LET APNn,
a, = 0NT61T3 AT AND POPT AMU. CAHCEIRIIMTED FI?S ME AHICPAT@ MN0 Ar OE
DINLTIbP OF NE �
1• IC LETS
r MT - F�W1 - AT =RESP F19R OR
PIDAgINLp RApFEAy ARP REyAa I{E0e0 9LRl eE MADE LLIE•W1LLY.
1 1F[ sidE - eL ixP1AATD PAmEPELY AFITR Arc Flvn DWt NAs mmm
DIP RENIAYD IT,
S 5EUE1R MDrsls slb.Tn eL itS101lo NPmI ow,Qls PTACH FIANt 11c N[Ax.T
., TIC BARRER SEPLNDNT EEPPAAS RPINNIG N PWS AFTEP nE SLT
MICE OUR.R 6 REMmED SPLL N PREMED TO CCRI[EW 10 w pffw
CRDC RRFyA 4B,APp; .
FOR LATE WINTER AND SOL
I16NNDUFNK,
EARLY SPRING: FOLLOW
RECOMMENWAARON$ OF SOIL TESTS OR APPLY 2,000 LA/ACRE OROUND AGA;CULTURAI uM[510NE
AND
750 IR/ACRE 10-113-T0 FERTILF2M
SE]MNC MDTNRE- Y41itl:
RYE (GIIAN) - 120 LB/AOTE APPLY 4,0100 LE/ACRE Sill". ANCHOR M" eY FACKIRO METH ASPEAiT. NErTNNS, OR A MULCH
ANNUALLE$PEDEIA (NOSE} - 50 L$/ACRE ANCHDINNC TOOL A DISH YIRH BLADES SET NEARLY SBWWF GW BE USED AS A MULCH AM IDNG
(OMIT AfNUAL P�cRPma WHER O RARON TOOL
OF TEMPORARY COYER 6 NOT TO EXTEND
BETOND JIME) �ERTUZE IF 0RCWTH IS NOT FULLY AIIEOMATEL PeESEEO, FERM2E AND MULCH MIMMATMY FT]LLONING
siouc oATEs. EROSION OR OMER DAHI CE
•IAA. I - MAY 1
FOR SUMMER: FOLLOWRECOMMENDATIONS OF SdL TESTS OR APPLY 2.000 LB/ACRE AROUND ArWMTUWa LIMESTONE
AND
7M LB/ACRE 10-10-T0 FEFrnL R
GERMAN MILLET - 40 LO/ACRE yULay-
(A SMALL -STEMMED SUDANCRASS MAY BE APPLY 4,000 LIB/ACRE SRRAW. ANCHOR STRAW BY TACKNG WITH ASPHALT. NETTING. OR w MMLOI
SUE} MUFEO AT A RATE OF SD CRR LB/AE) A/ICXpRIIEG TOOL A DN$N WTEH 9LWES SET NEARLY STRAIGHT ('All BE USED AS A MULCH ANCHORING
TOOL
3EEDING DATES:
ANT 1 -RUC. 15
-
KFERT1u2E IF GROIYM IS NOT FULLY ADEOIAATE RESEED. FEWTIRE MO MULCH WMEDATELY FOu.OWMG
EROSION OR OTHER ELMACE
FOR FALL: FOLLOW -M=O ENDATROWS OF SOL TESTS OR APPLY 2.000 LB/ACHE CRWND WWULTIJIUI LIMESTONE
S> Iffi. AND
I,00D LB/ACRE 10-10-10 FER11OZER
RYE (GRAN} - 120 LS/ACRE NILCdk
APPLY i.MQ LB/ACRE SRII ANCHOR STRAW BY TACKING WTM ASPHALT, NE INC. OR A MULCH
SEEDING DATES_
AUG. t5 - OEO ]O ANCIIMNE; TOOL A DISK WITH ELATES SET NEARLY STRAIGHT CM BE USED AS A MULCH ANCHORING
TOOL
MMNTLNNYTC{-
REPAIR AND RUWnLgE MMAGEB ARMNMEDATELY. TOPORESS WITH SO LB/ACK M NRRCM IN
MMCH_ IF IT 6 NCCESSNRY TO EIDEND TEMPOABT RF CMIER YO D JUKE 15, OVERSEE➢ WRIT 50
M/ACRE NOBS Lf EaIAiP A IN LATE FE RUARY OR EARLY LURCH
FOR ADDIDCNAL MFORmATrON. REFER TO NCDENR IMMON AND SEDIMENT CONTROL PS NING MO DESIGN MIHNAAL (ESCPDY), SECTION &10.
FOR PERMANENT SEEDTIG SPECIFICATIONS. INCLLIMNC SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS. THE KINDS OF CRADES OF
FERTILIZERS. THE KINDS -OF SEED. AND THE RATES OF APPJCATI" OF LNE=NE FERTLgER, AND SEED. REFER TO NCOENR ESCPOM SECTION 8.11 AND
THE CAAR40M LANDSCAPE CONSTRUCTION STANOAROR SECJO 04200 SEEDING Alp SOPPING OF TURFGRA55.
•
CITY OF CHARLOm
Lm1
LEND 13MLOPMENT STAAIDAR➢S
TEMPORARY SEEDING SCHEDULE
�30
[714MAI1TT•:.
RNC7ADj R CBkWDT1'E E17
STD. &
SPEC. #
TITLE
SPECIAL REQUIREMENTS & NOTES
6,11
PERMANENT SEEDING
-
6-17
ROLLED EROSION CONTROL PRODUCTS
6.51
HARDWARE CLOTH k GRAVEL INLET PROTECTION
-
6.60
TEMPORARY SEDIMENT TRAP
WEIR TOP WIDTH id MIN.. EIOTT0IA 7' mw.
6.61
SEDIMENT EASIN
FLASH 80ARD RISER NOT PERMITTED
IST RAFFLE: RIF RAF k WASHED STONE BERM
20D 6AFFLE: STANDARD RAFFLE
6.64
SKIMMER SFLILtFNT RLSIN
3R0 RAFTU: STAND.WiD RAFFLE
NCOOT
16061
SPECIAL SEDIMENT CONTROL FENCE
-
THE STANOMCS & SPET3F1CA110NF5 SHOWN ARE FROM WE 'NORTH GVRpJA EROSION AND SEDIMENT CONTRD4 PLANNING AND
DESIGM MANUAL' IN✓CESCPDW) PREPARED BY NC DEPT, OF EWRONMENT AND KARLAM RESOURCES (NCDERR} ALSO
REFERENCE NCOOT 'ROADWAY STANDARD OFAWMS,• LATEST EDRION.
THE CRY OF CHARLOTTE HAS ADOPTED THE $PECBTC STANDARDS & SPIN IFICAWKS SFICM ON THIS bETUL AS MANDATORY
WNWLMI UMUM STANDARDS & SPECIFICATIONS- SPECIAL REQUIRED- 75 & NOT[$' ARE INCLUDED WHEN THE CRY OF
CHNNLOTrE'S CRTTERM ARE MORE STRIMGENT THAN THE NGESCPDM OR NCOGT STANDARDS,
7alDss
L A STABL = DNTRAA.E PAID OF 2-3' OF NASED STONE AMI RASAOAO BAfIA.,T SIIAIL K LOCATED METE TRAFFIC NLL ENTER OR IEAIE THE CONSTRUCTION STE CNIO
A PE STREET.
i TITER Fw - COMPACTED G WU m RUN STONE SaMk1 K USED AS A RASE FOR 111E COTSRNNCTON ENTRANCE-
} TIE E NTRNKE SHALT, K MAINTAINED N A CCNDNION MIDI WILL PREWNT TRARNNG OR FLDMNG O SEDIMENT ONTO PU&AC STREETS OR EDS'TwD PAMWENT. THIS MAY
REp RE P[RH TOP GRE59NC WITH AOOiDd Sr xS COIODOfNS WAAANT AND AEPAR M CLEAnO1T C ANY ml! 9 S USED TO TRAP SCOmEmT.
A ANY SEDIMENT SAVAD. DROPPED. W&%a. CR TRAOCED ONTO PAiUC STREETS JUST BE RREMED DLIENATELT. ANY AGGREGATE TRACYLD NTO THE ROADIOY MUST BE
SLEPT 0 -ST ON A NGHMV SA9i
L TEEN APPRCPR�ATE. RHESUS MUST RE MEMO 10 REMDYE SEDIMENT PRIOR M EMTERNC A PURLIC STREET. ■DIN •,L M 15 RECAKI IT SHAL RE WNE N AN AREA
STABS® WTH CRUSHED STONE WCH MAINS MR) AN APPRD ED 4D10E04T BARN SE STD, N0. M11B,
WAT SIG. S
Mn)
THE WN5IINICPION ATE IF r1F 0I0YFwAY a M A n1ORUNOIFARFM M ANY , L eTTIEET WTTN M ppgTR1R mERALK ro ISMAFN 1024 & TO ACCESS oP6A
r. iw101' NE01RL AREA TRAFFIC OO TRDL HANDS" IM'A1CHi FOR SCEWAN CLOSURE M CETDUR/DNETISOL
SOL 5TATU2A
am 2-0' OF w
�CONt
Y l APRON
NRA SRER4x n1
RAC+P Cf GRAB
[F RELATED drwc
-------------
E
NOT TO SCALE
• CITY OF CRARLO7TD
[C� LARD DMLOPon SfAi DOM STABILIZEQ CONSTRUCTION ENTRANCE
DEW.017E DIUI=5 Cg,4Pwm rtj 30.11A 15
GENERAL NOTES:
T. CHECK DAMS MAY BE USED IN SLOPING ORCHES OR
Cw++NElS 7O SLOW VELODITY OR Tp CREATE SEOIuEHT 1TLIP5.
TA
d
3- 6
N
4. RI
TI
9
6. 0
RI
6. A
RI
7. SI
F
A AND B ARE AT EQUAL ELEVATIONS
INA
• CM OF CHAIMM SPECIAL J
• crrY OF CHAHLOM TEMPORARY ROCK CHECK DAM
�} LAND DEVELOPMENT SrANIfAR115 EROSION CONTROL LCI71 LAND DEVELOPMENT STANDARDS WITH MATTING AND OPTIONAL PANT
aLAR1AlETE DeumLs CEIFIAI7L eN REQUIREMENTS & NOT 30.0,: 4L5lS1ATlF
H1LTJ p8s cxAAnwTre eT+
NOTE:
1. DITCH SOLID AYE LONCIIIAWL SLOPE OF 1TG
R. SLY FV40E WY BE RECUMIJED 62H M BERM
FINAL DESIGN - 100%
NOT FOR CONSTRUCTION
API
CITY OF CHARLOTTE SILT FENCE
LAND DSYELOPI[BNT SCA1�i 8Ds OUTLET
�4311(4=kl LNnAm� clrArnnrta I tl 30.66C 15
■ CITY OF CHARLOTTE
� LArru DEYELOPNINr SrANDm TEMPORARY SILT DITCH
ITIALIYYPTR I%rmj 14R [`MLRTam RTS
AL_