NCC215564_Site Plan or Location Map_20211007

Seeding Schedule and Seedbed Preparation Notes
5EEPING 50HEDULE FOR ALL ORA55ED AREAS
PLANTIN& DATES
SEED MIX:
RATES: LBS/ACRE
March I - June I
Sericea lespedeza
50
(scarified)
KY-51 Fescue
1-75
June I - September I
KY-31 Fescue
1-75
Sorghum - Sudan hybrids
50
September I - March I
KY-51 Fescue
250
Fertilize seedbeds with 2 tons/acre lime and 500 IbsJocre 10-20-20.
Mulch with 2 tons/acre clean straw or hay.
Tack with rapid setting emulsified asphalt at 10 gal./1000 so,. ft., or other tacking agent approved by
Owner.
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I. Surface water control measures are to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with topsoil (if available), 3" deep. Total seedbed
prepared depth shall be 4" to b" deep.
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they will not
interfere with establishment and maintenance of vegetation. Surface for final seedbed preparation, at
finish grades shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime shall be applied according to the seeding specifications
above. In addition, provide 15 IbsJl000 sq. ft. of superphosphate.
5. If soil test is taken, provide lime and fertilizer according to the soil test report. A soil test is
recommended.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
TEMPORAR`I' ER051 ON CONTROL 5EED I NO
SEEDING 50HEDULE/5EEDBED PREPARATION FOR ALL GRASSED AREAS TO BE
USED FROM JANUARY I THROUGH DECEMBER 51
SEED MIX:
RATES: LBS/ACRE
Hybrid Turf -type Tall Fescue Blend. A minimum of (5) 250
varieties of Turf -type Tall Fescue shall be used. All seed
must be certified with a minimum germination rate of 55%.
All seed must contain no noxious weeds.
Fertilize seedbeds with 2 tons/acre lime and 500 lbs./acre 10-20-20.
Mulch with 2 tons/acre clean straw or hay.
Tack with rapid setting emulsified asphalt at 10 gal./1000 sci. ft., or other tacking
agent approved by Owner.
SEEDBED PREPARATION NOTES
1. Surface water control measures are to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with topsoil (if available), 5"
deep. Total seedbed prepared depth shall be 4" to b" deep.
5. Loose rocks, roots and other obstructions shall be removed from the surface so
that they will not interfere with establishment and maintenance of vegetation.
Surface for final seedbed preparation, at finish grades shown, shall be reasonably
smooth and uniform.
4. If no soil test is taken, fertilizer and lime shall be applied according to the
seeding specifications above. In addition, provide 15 lbs.11000 sci. ft. of
superphosphate.
5. If soil test is taken, provide lime and fertilizer according to the soil test report.
A soil test is recommended.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during
seedbed preparation.
PERMANENT 5EED I NC 5CHEDULE
NGDENR- NEW 5TAB1 L I ZAT1 ON TIMEFRAME CHART
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SHALES, DITCHES AND SLOPES
-i DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
-i DAYS
NONE
SLOPES STEEPER THAN 5:1
-i DAYS
IF SLOPES ARE 10' OR LE55 IN LENGTH AND ARE NOT STEEPER THAN 2:1,
4 DAYS ARE ALLOWED
SLOPES 5:1 OR FLATTER
14 DAYS
-i DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT PERIMETERS AND HDW ZONES
Narrative
THE 5555 ZINFANDEL STREET PROPERTY 15 CURRENTLY VACANT/UNDEVELOPED LAND THAT 15
ZONED FOR 51NOLE FAMILY RESIDENTIAL. PROPOSED IMPROVEMENTS INCLUDE CONSTRUCTION OF
A 51NOLE FAMILY RESIDENCE, INSTALLATION OF PAVED DRIVE FROM ZINFANDEL STREET, AND
CLEARING/DISTURBED LIMITS ARE AS SHOWN ON THI5 PLAN. THE STORM WATER WILL SHEET FLOW
ACROSS THI5 PROPERTY WITH NO CHANNELING. SHEET FLOW OF 5TORMWATER WILL CONTINUE INTO
AN EXISTING DRAINAGE EASEMENT AND 5WALE AT REAR OF PROPERTY.
Legend Deta i I Key
7ci0 EXISTING CONTOUR SF SILT FENCE
• - - • - - LIMITS OF D 15TURBANCE C ] ? STONE GONST . ENTRANCE
- - mm
PROPERTY LINE W 31. GRAVEL OUTLET
BROOKBERRY FARM
PHASE IV, MAP I I I
PLAT BOOK 65, PAGE 147
DRAINAGE ARROW
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THE ARBORS AT MEADOWLARK- •- - DES
PLAT BOOK 68, PAGE I L C = J
/�C5LOT 14 /----
MEADOWLARK DEV. LLG
\ • / _ _ - DEED BOOK 5540, PAGE 5-15 L C
THE ARBORS AT MEADOWLARK
GRAVEL OUTLET WITH , J PLAT BOOK 68, PAGE 1 /
6'xl2' x 2' DEEP 15,142 50. FT.t
EXCAVATED SEDIMENT _ - - - - 3 &RAVEL OUTLET WITH 6'xl2' x 2'
STORAGE AREA (TYP) Gi 2 "� - - - - - - - - - - •/ G1.2 DEEP EXCAVATED SEDIMENT
:F_\ %�-4A
STORAGE AREA (TYP)
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\ / I
i •------------------ -----J I N N
03
vN
SILT FENCE (TYP)
LOT 15
THE ARBORS AT MEADOWLARK
PLAT BOOK 68, PAGE I
PROP05ED
FOUNDATION
INSTALL PROPOSED �•:.....::.....
CONCRETE WASHOUT PIT
IN THIS AREA, SEE NCDEQ
DETAIL, SHEET 01.2
PROPOSED DRIVE
LIMITS OF DISTURBANCE (TYP)
Zinfandel Street
(50'R/W Public)
I O •
-I Q
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IN
0
0
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I
864,
-'°217
4'7 \
SILT FENCE (TYP)
LIMITS OF DISTURBANCE (TYP)
TY BOUNDARY (TYP)
LOT 15
THE ARBORS AT MEADOWLARK
PLAT BOOK 68, PAGE I
SILT FENCE (TYP)
• 2 TEMPORARY CONSTRUCTION
G1.2 ENTRANCE, MIN. 25' x 50'.
� c
6.0. TO KEEP CONSTRUCTION
I ENTRANCE AREA GLEAN OF
MUD/ROCK AND DEBRIS AT
ALL TIMES
w ifil • i,� t U. wi�
1. OWNER/DEVELOPER:
DREAM BUILDERS H5 CONSTRUCTION, LLG
8605 N. NC HWY 150
CLEMMON5, NC 27012
556.462.2105
DREAMBU I LDER5W5@ &MA I L.COM
2. LANDSCAPE ARCHITECT:
MLA DESIGN GROUP
ADDRESS: 120 CLUB OAKS COURT, SUITE 100, WI N5TON-5ALEM, NC 27104
CONTACT/PHONE NUMBER: 5COTT MILLER, RLA, PRINCIPAL, (33(o) 765-1a25
5. PROPERTY LOCATION 4 ZONING:
PROPERTY ADDRESS: 5858 ZINFANDEL ST., HIN5TON-5ALEM, NC
TOTAL ACREAGE: APPROX 0.42t ACRES
PARCEL ID NUMBER: 58a6-54-CIO1a.00
WATERSHED: THI5 SITE 15 NOT LOCATED WITHIN A WATER SUPPLY WATERSHED
EXI5TING/PROP05ED ZONING: RSa EX./PROP LAND USE: SINGLE FAMILY RESIDENTIAL
4, 51TE SIZE 4 COVERAGE:
51TE TOTAL ACREAGE = 0.42t ACRES (15,142 S.F.)
EX. IMPERVIOUS SURFACE AREA = 0 5.F. (00.0%)
TOTAL NEW IMPERVIOUS SURFACE AREA = 5,6150 S.F. (21.7%)
TOTAL PROPOSED BUILDING TO LAND = 14.5%
TOTAL PROPOSED PAVED SURFACES TO LAND = 5.0%
TOTAL PROPOSED OPEN SPACE TO LAND = 77.5%
PROPOSED DISTURBED AREA = 12,38a 5.F.
F-ros ion Control Notes
I. MAINTENANCE: QUALIFIED PERSONNEL (PROVIDED BY GENERAL CONTRACTOR) SHALL INSPECT
AT LEAST ONCE EVERY SEVEN DAYS AND WITHIN 24 HOUR5 OF THE END OF A STORM THAT 15
0.5 INCHES OR GREATER THE EROSION CONTROL STRUCTURES INSTALLED. GENERAL
CONTRACTOR (&.C) SHALL INSPECT OVERALL PERFORMANCE OF EROSION AND SEDIMENT
CONTROL FACILITIES AND AREAS DOWNSTREAM. IF SILT 15 APPARENT DOWNSTREAM FROM
STRUCTURES, SOME FAILURE HAS OCCURRED. IF SEDIMENT 15 OBSERVED DOWNSTREAM, TAKE
CORRECTIVE MEASURES AS NECESSARY. FOR MAINTENANCE OF INDIVIDUAL EROSION CONTROL
STRUCTURES, SEE APPLICABLE DETAIL.
2. ALL DEMOLISHED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 DAYS. GROUNDCOVER
SHALL BE INSTALLED ON ALL EXPOSED SURFACES WITHIN 14 DAYS FOLLOWING COMPLETION OF
ANY PHASE OF DEMOLITION.
5. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 15
MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
4. PERMANENT &ROUNDCOVER MUST BE INSTALLED FOR ALL DEMOLISHED AREAS WITHIN 14
WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
5. G.G. 15 RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES REQUIRED TO MINIMIZE EFFECTS
ON ADJACENT PROPERTIES.
6. G.G. 15 RESPONSIBLE FOR COMPLYING WITH ALL CITY AND STATE EROSION CONTROL
REQUIREMENTS.
7. THE OWNER 15 RESPONSIBLE FOR THE LONG TERM MAINTENANCE OF THE GROUND COVER ON THE
PROPERTY. &ROUND COVER MUST BE MAINTAINED TO A DEGREE THAT PREVENTS SOIL EROSION
AND SEDIMENTATION AT ALL TIMES. ACCEPTANCE AND APPROVAL OF THI5 PLAN 15
CONDITIONED UPON THE PROPERTY OHNER(5) COMPLIANCE WITH FEDERAL AND STATE HATER
QUALITY LAWS, REGULATIONS, AND RULES. IN ADDITION, LOCAL CITY OR COUNTY ORDINANCES
OR RULES MAY AL50 APPLY TO THI5 LAND-DI5TURBIN& ACTIVITY. THI5 APPROVAL DOES NOT
SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
5. FOR EROSION CONTROL DETAILS AND SEEDING SPECIFICATIONS SEE THI5 SHEET 6 SHEET C1.2.
a. MAINTAIN RAINFALL LOG AS MAY BE REQUIRED BY TOWN/STATE IN ACCORDANCE WITH
REGULATIONS. SEE NOTES BELOW.
EC Maintenance Man
I. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTION
EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS REACHED
50% CAPACITY.
5. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTH
EXCEEDS APPROXIMATELY 05. REPAIR AND REPLACE SILT FENCE AS NECESSARY.
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION
INCLUDING "GLEAN" HATER DIVERSION BERMS. RE-&RADE/REPAIR BERMS AS REQUIRED.
5. CONTRACTOR SHALL APPOINT AN ON-51TE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS
IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDE5 5TORMWATER DISCHARGE
PERMIT FOR CONSTRUCTION ACTIVITIES.
City of Winston-Salem Construction 5equence
I. OBTAIN 6RADING/ERO51014 CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF
HINSTON-5ALEM INSPECTIONS.
2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-00145TRUCTION CONFERENCE AND INSPECTION
SCHEDULE.
SELF INSPECTION -----EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND-D15TURBIN6 ACTIVITIES, LARGER
THAN ONE (1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE
INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF KN15TON-5ALEM INSPECTIONS OFFICE.
THE PHASES ARE AS FOLLOWS:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
4. INSTALLATION OF STORM DRAINAGE FACILITIES.
5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
6. ESTABLISHMENT OF PERMANENT 5ROUND COVER SUFFICIENT TO RESTRAIN EROSION.
3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS:
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
B. TEMPORARY SEDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET STRUCTURES H/ SKIMMERS THAT
ONLY WITHDRAW HATER FROM THE SURFACE OF THE BASIN, SHALL BE UTILILIZED. NO SEDIMENT TRAPS
OR ROCK DAMS ALLOWED.
G. TEMPORARY DIVERSION BERMS
D. TEMPORARY SILT FENCING
SEED EMBANKMENTS AND DISTURBED AREAS OF DEVIGE5 (INCLUDING "GLEAN" HATER DIVERSION) UPON
COMPLETION OF CONSTRUCTION. SEE &ROUND STABILIZATION CRITERIA ON PAGE #2 FOR MORE INFORMATION.
4. BEGIN CLEARING, GRUBBING, AND 5TRIPPING OF SITE A5 REQUIRED. EARTHEN -MATERIAL STOCKPILES ON-51TE
FOR LATER DISTRIBUTION AND/OR REMOVAL, AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND
DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC HASTE, AND HAZARDOUS OR TOXIC HASTE SHALL BE
LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE HATER5 (UNLESS IT CAN BE
SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN AREAS PROTECTED BY
ER05ION CONTROL MEASURES.
5. BEGIN 51TE GRADING. MAINTAIN ER05ION CONTROL DEVIGE5 IN ACCORDANCE WITH THE MAINTENANCE PLAN.
INSTALL ADDITIONAL ER05ION CONTROL MEASURES AS REQUIRED.
6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE INSTALLED TO THE POINT WHERE IT
ENTERS EACH DEVICE. COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED
STABLE BY THE ER05ION CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL INLETS AS STORM DRAIN
SYSTEM 15 INSTALLED.
GROUND STABILIZATION CRITERIA
7
9
9
SITEAREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, & SLOPES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 1V OR LESS IN
LENGTH & ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
FOR SLOPES > 50 FEET
IN LENGTH
EDAYS
ALL OTHER AREAS WITH
14 DAYS
NONE
SLOPES FLATTER THAN 4:1
PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE 51TE (AT APPROXIMATELY 45 DAYS PRIOR TO
DEMOBILIZATION), THE FINANCIALLY RESPONSIBLE PARTY (OR THEIR DESIGNEE) WILL NOTIFY THE DE516NATED
EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE THE SITE. AN ON -SITE INSPECTION HILL
BE CONDUCTED PRIOR TO THE LEAVE DATE BY THE DESIGNATED EROSION CONTROL INSPECTOR TO MAKE
CERTAIN ALL ACTION ITEMS HAVE BEEN APPRE55ED BY THE CONTRACTOR.
CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER
ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER
FINAL INSPECTION AND APPROVAL BY INSPECTOR.
AFTER SUBSTANTIAL COMPLETION OWNER SHALL BE RESPONSIBLE FOR LONG TERM MAINTENANCE OF &ROUND
COVER.
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Date: 24 August 2021
For Permitting
Revisions:
Drawn By NLH
Checked By GSM
Project #
Sheet Title
EROSION
CONTROL PLAN
0 20' 40' 60'
north scale: I" = 20'
Sheet C 1 • 1 of 2