SW7100904_APPROVED PLANS_20110131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
&o l 3
YYYYM M D D

m
SITE
PLAN
OF
PIN: 6992-00-12-3838
GREATER WELCH'S
TOWNSHIP 2, MIDDLE
1. THE ONSITE PAVEMENT DESIGN SHALL BE:
2.0" SP 9.5 BITUMINOUS CONCRETE
7" ABC STONE (COMPACTED TO 98% PROCTOR)
COMPACTED SUBGRADE
PARKING LOT SUBGRADE SHALL BE COMPACTED TO ASTM-D 698 AND PROOF
ROLLED TO DETERMINE STABILITY. IF PUMPING OCCURS, SUBGRADE TO BE
EXCAVATED AND BACKFILLED WITH SELECT FILL (MINIMUM CBR 20).
SPECIAL NOTES:
1. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY RELOCATIONS.
2. ALL PRIVATE UTILITY (IE. GAS, ELEC., COMM.) SERVICES SHALL BE INSTALLED UNDERGROUND.
3. THE WATER CONNECTION TAP AND METER INSTALLATION WILL BE PERFORMED BY THE
COUNTY OF CHOWAN AT THE OWNERS/DEVELOPERS EXPENSE. COST FOR THIS WORK
WILL BE PAID TO THE COUNTY OF CHOWAN. THIS MUST BE COORDINATED
WITH THE UTILITIES DEPARTMENT.
4. SEPARATE PERMITS ARE REQUIRED FOR FENCES, SIGNS, AND FLAGPOLES.
■
CHAPEL BAPTIST CHURCH
3250 VIRGINIA ROAD
CHOWAN COUNTY, NORTH CAROLINA
NOTES AND SPECIFICATIONS
GENERAL NOTES
1. ALL CONSTRUCTION, INSTALLATION, MATERIALS AND METHODS OF PRACTICE SHALL CONFORM
WITH THE CURRENT SPECIFICATIONS AND STANDARDS OF THE DEPARTMENT OF PUBLIC WORKS,
COUNTY OF CHOWAN, NORTH CAROLINA AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
COUNTY CONSTRUCTION STANDARDS AND TECHNICAL SPECIFICATIONS ARE SET FORTH IN THE PUBLIC
FACILITIES MANUAL. A COPY OF EACH MUST BE ON SITE AT ALL TIMES.
2. ELEVATIONS AS SHOWN HEREON ARE BASED UPON COUNTY OF CHOWAN DATUM (NAVD 88).
3. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME THE
RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT
MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN
ON THESE PLANS. UTILITY COMPANIES SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF
ANY EXCAVATION IN THE PROXIMITY OF THEIR UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY UTILITIES DAMAGED DURING
CONSTRUCTION, PRIOR TO EXCAVATION, CALL ULOCO TO LOCATE UTILITIES AT
800-632-4949.
4. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE, SIZE, TYPE, LOCATION,
ALIGNMENT OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES.
WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR
INCONCLUSIVE, INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR
ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR
SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATIONS NECESSARY TO
VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY
ANY DISCREPANCIES,
5. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, THE CONTRACTOR
SHALL OBTAIN ALL NECESSARY PERMITS FROM THE COUNTY OF CHOWAN.
6. TEMPORARY DRAINAGE DURING CONSTRUCTION TO BE PROVIDED BY THE CONTRACTOR
TO RELIEVE AREAS THAT MAY CAUSE DAMAGE TO ROADWAYS, AS DIRECTED BY THE
DEPARTMENT OF PUBLIC WORKS, COUNTY OF CHOWAN.
7. ALL CONCRETE TO BE CLASS "AY AIR ENTRAINED 000 PSI). (3, S ).
8. ALL STORM SEWER PIPES SHALL BE CONCRETE. PIPES NOT SUBJECT TO TRAFFIC
LOADING MAY BE NON -REINFORCED PIPE AND SHALL CONFORM TO THE SPECIFICATIONS
FOR CONCRETE SEWER PIPE ASTM C14, CLASS II. PIPES SUBJECT TO TRAFFIC LOADING
SHALL BE REINFORCED PIPE AND SHALL CONFORM TO THE SPECIFICATIONS FOR
CONCRETE SEWER PIPE ASTM C76, CLASS III. THE MINIMUM COVER OVER DRIVEWAY
SHALL BE 0.75' (9").
9. WHEN MATERIALS ARE UNSUITABLE FOR SUBGRADE OR OTHER ROADWAY PURPOSES
WITHIN THE LIMITS OF STREET CONSTRUCTION, THE CONTRACTOR SHALL BE
REQUIRED TO EXCAVATE SUCH MATERIAL BELOW THE GRADE ON THE PLANS, AND
THE AREAS SO EXCAVATED SHALL BE BACKFILLED WITH APPROVED SUITABLE MATERIALS.
THE EXTENT OF UNDERCUTTING AND BACKFILLING TO BE DETERMINED BY THE DEPARTMENT
OF PUBLIC WORKS.
10. CURBS AND GUTTERS SHALL BE CONSTRUCTED IN SECTIONS OF UNIFORM LENGTHS,
APPROXIMATELY 10 FEET, AS NECESSARY TO FORM CLOSURES. PRIOR TO INSTALLATION,
ALL ROUGH GRADING MUST BE COMPLETED IN THE RIGHT-OF-WAY.
11. ALL STORM SEWER PIPE, DROP INLETS, AND CURB INLETS SHALL BE CLEANED OF DEBRIS
AND ERODED MATERIAL AT LAST STAGES OF CONSTRUCTION.
12. ALL UNDERGROUND WORK SHOULD BE COMPLETED PRIOR TO PAVING.
13. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL SIGNS, MARKINGS AND ROADWAY LIGHTING.
14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO ALL OWNERS AND RESIDENTS OF
PROPERTY ADJACENT TO A DEVELOPMENT OR OFFSITE IMPROVEMENTS, 30 DAYS PRIOR TO THE
COMMENCEMENT OF WORK UNLESS OTHERWISE DIRECTED BY THE COUNTY. CONSTRUCTION WITHIN
EASEMENTS OR ON PUBLIC RIGHT-OF-WAY NECESSITATES NOTICE WHETHER ADJACENT TO OR
LOCATED ON THE ADJOINING PROPERTY. FAILURE TO PROVIDE THE MINIMUM NOTIFICATION TIME
WILL RESULT IN A SUSPENSION OF WORK.
15. ALL EXISTING ON -SITE UTILITIES ARE PRIVATE, NOT COUNTY MAINTAINED.
UTILITY EASEMENT
TREES, SHRUBS, LANDSCAPE BERMS, ETC. MAY NOT BE PLACED WITHIN THE UTILITY EASEMENT
SANITARY NOTES
1. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE COUNTY OF CHOWAN REQUIREMENTS.
LINE CROSSINGS MUST BE IN ACCORDANCE WITH THE PFM MANUAL.
2. PIPE MAY BE ONE OF THE FOLLOWING MATERIALS:
A. PIPE OF PVC, SDR-35 (ASTM-3034), PVC C-900, ABS TRUS (ASTM-D-2751) OR DUCTILE IRON
SHALL BE USED.
B. OTHER MATERIALS AS PERMITTED IN THE PUBLIC FACILITIES MANUAL VOL. III.
3. SEWER TAP TO BE INSTALLED BY THE CONTRACTOR WITH COUNTY INSPECTION.
WATER DISTRIBUTION
1. ALL WATER CONSTRUCTION IS TO BE IN STRICT ACCORDANCE WITH THE COUNTY OF CHOWAN
SPECIFICATIONS. LINE CROSSINGS MUST BE IN ACCORDANCE WITH THE DENR STANDARDS.
2. MATERIALS FOR WATER SERVICE LINES ON THE COUNTY SIDE OF THE WATER METER SHALL BE COPPER
TUBING TYPE "K". WATER MAINS IN THE RIGHT-OF-WAY SHALL BE DUCTILE IRON (AWWA C-151) OR
PVC C-900. MATERIALS FOR WATER SERVICE ON THE DEVELOPER'S SIDE OF THE WATER METER MA'i
BE COPPER TUBING TYPE "K", PVC C-900 OR DUCTILE IRON.
3. ALL WATER LINES SHALL HAVE A COVER OF THIRTY-SIX (36) INCHES.
4. WATER AND SEWER LINES SHALL BE SEPARATED BY A MINIMUM OF TEN (10) FEET
HORIZONTALLY FOR PARALLEL INSTALLATION AND EIGHTEEN (18) INCHES VERTICALLY
WITH WATER ABOVE THE SEWER FOR CROSSOVERS.
5. WATER SERVICE MUST BE EQUIPPED WITH AND APPROVED REDUCED PRESSURE PRINCIPLE
BACKFLOW PREVENTER. THE PREVENTER MUST BE INSTALLED ON THE WATER LINE IMMEDIATELY DOWNSTREAM
OF THE WATER METER, ON THE CUSTOMER'S PROPERTY OUTSIDE OF ANY EXISTING OR PROPOSED PUBLIC UTILITY
EASEMENTS ACCORDING TO MANUFACTURE'S INSTRUCTIONS AND INTERNATIONAL PLUMBING
CODE REQUIREMENTS. PREVENTER MUST BE INSTALLED A MIN. 12" ABOVE GRADE IN A STRUCTURE TO PROTECT
THE DEVICES FROM WEATHER, SUBMERGENCE, VANDALISM, ETC. AND INSTALLED IN AN EASILY ASSESSABLE
LOCATION. PREVENTER MUST BE TESTED BY A CERTIFIED TECHNICIAN AND DOCUMENTATION
ONSTRUCTION SEQUENCE
1. INSTALL CONSTRUCTION ENTRANCE
2. INSTALL EROSION PROTECTION MEASURES
3. INSTALL STORM DRAINAGE
4. ROUGH GRADING
5. FINAL GRADING AND INSTALL SIDEWALKS
6. INSTALL LANDSCAPING
7. REMOVE TEMPORARY SEDIMENT AND EROSION
CONTROL MEASURES
SITE STATISTICS
OWNER GREATER WELCH'S BAPTIST CHURCH
3250 VIRGINIA ROAD
TYNER, NC 27980
PHONE: [phone]
DEVELOPER: S CONCEPTS C/O HAROLD BARNES
P.O. BOX 517
EDENTON, NC 27932
PHONE: [phone]
LEGAL REFERENCE: DBH/126
PIN #: 6992-00-12-3838
SUBJECT PROPERTY IS IN FLOOD ZONE "X"
MAP # 3720698200K DATED: JULY 20, 2009
DRAWING INDEX
1. COVER SHEET
2. SEDIMENTATION AND EROSION CONTROL / DEMOLITION PLAN
3. SITE PLAN
4. LANDSCAPE PLAN
5. NOTES AND DETAILS
6. NOTES AND DETAILS
LEGEND
EXISTING PROPOSED
FLOOD ZONE INFORMATION SHOWN HEREON IS SCALED
FROM F.I.R.M. (F.I.R.M. MAPS ARE AT APPROXIMATE
SCALE) AND DOES NOT IMPLY THAT THE PROPERTY
WILL OR WILL NOT BE FREE FROM FLOODING. FOR
FURTHER INFORMATION, CONTACT THE COMMUNITY
FLOOD OFFICIAL IN THE AREA. CAE, INC., IS NOT
RESPONSIBLE FOR DETERMINING THE REQUIREMENTS
FOR FLOOD INSURANCE ON THE SAID PROPERTY
SHOWN HEREON.
PROPOSED BUILDING FOOTPRINT TO BE CONSTRUCTED: 11,498 SQ.FT. (0.26 ACRE)
SUBJECT AND ADJACENT PROPERTY ZONED: R-6 (TO BE REZONED 1-2)
PLANNING DEPARTMENT REFERENCE
USE: CHURCH
ZONED: Al
SITE AREA: 172,688 SQ.FT. / 3.96 ACRES
EXISTING IMPERVIOUS AREA: 10,592 SQ.FT. (0.24 ACRE)
EXISTING BUILDING FOOTPRINT: 7,839 SQ.FT. (0.18 ACRE)
EXISTING CONCRETE AREA: 2,753 SQ.FT. (0.06 ACRE)
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VICINITY MAP - SCALE 1"=3000'
BITUMINOUS CONCRETE PAVEMENT
OR CONCRETE PAVEMENT
SPOT ELEVATION
CONCRETE CURB
STORM DRAIN
POWER POLE
SILT FENCE
DIVERSION DIKE
TEMPORARY CONSTRUCTION ENTRANCE
COURTESY: USGS
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INLET PROTECTION V_ /�
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SEDIMENT TRAP is dt A+ : e+ GA a I t
SEDIMENT BASIN i �I
PERMANENT SEEDING G $4 • w w jk Co.
TREE PROTECTION
EROSION CONTROL
IMPERVIOUS AREA PROPOSED: 77,128 SQ.FT. (1.77 ACRES) CONSTRUCTION PLAN ASSIGNMENT
TOTAL PROPOSED BUILDING FOOTPRINT: 18,054 SQ.FT. (0.41 ACRE) RE: SITE PLAN FOR GREATER WELCH'S CHAPEL BAPTIST CHURCH
PROPOSED CONCRETE WALK: 5,509 SQ.FT. (0.13 ACRE)
PROPOSED ASPHALT PAVEMENT: 53,565 SQ.FT. (1.23 ACRES) THE UNDERSIGNED ENGINEER/FIRM AGREES THAT THE COUNTY OF CHOWAN AND/OR
TOTAL LOT COVERAGE: 44.67% STATE OF NORTH CAROLINA SHALL HAVE THE RIGHT TO USE THESE PLANS TO COMPLETE
THE PERMANENT PHYSICAL IMPROVEMENTS IN THE EVENT THAT THE DEVELOPER DEFAULTS
PERVIOUS AREA PROPOSED: 95,560 SOFT. (2.19 ACRES) IN HIS OBLIGATIONS TO COMPLETE THESE FACILITIES AS REQUIRED BY THE COUNTY CODE.
IMPERVIOUS AREA PROPOSED: 77,128 SOFT. (1.77 ACRES) THE UNDERSIGNED ENGINEER ALSO AGREES THAT THE COUNTY MAY USE THESE PLANS FOR
TOTAL DISTURBED AREA: 105,974 SQ.FT. (2.43 ACRES) 'AS -BUILT" RECORDS AS NECESSARY. THE ENGINEER/FIRM FURTHER AGREES THAT THESE
RIGHTS TO USE THE PLANS SHALL BE PROVIDED WITHOUT COST TO THE COUNTY.
BUILDING HEIGHT: 35' MAX. (PER CHOWAN COUNTY ZONING SECTION 6.01) NAME: HOLLIS D. ELLIS, P.E.
BUILDING CONSTRUCTION: NC BUILDING CODE (TYPE III)
PARKING REQUIRED:,/;,
ONE SPACE PER EVERY FOUR SEATS IN MAIN CHAPEL SIGNATURE: �'LSWV� �G DATE: 12$ tl
398 FIXED SEATS HOLLIS D. ELLIS, P.E.
= 100 PARKING SPACES
1 SPACE PER 4 SEATS
PARKING PROVIDED:
TOTAL NUMBER OF EXISTING PARKING SPACES: 0
TOTAL NUMBER OF PARKING SPACES: 103
NUMBER OF REGULAR PARKING SPACES: 98
NUMBER OF HANDICAP PARKING SPACES: 5
BUILDING WILL NOT BE EQUIPPED WITH SPRINKLER SYSTEM
FIRE ALARM TO BE INSTALLED
DOMESTIC WATER DEMAND:
COMBINED FIXTURE VALUE = 160 (USING AWWA)
DEMAND = 55 GPM.
USE 2" DOMESTIC METER
STORMWATER RUNOFF (Q10 VALUES)
PRE -DEVELOPED FLOW = 5.66 CFS (CN 71; 55.8 MIN TC)
POST -DEVELOPED FLOW = 0.27 CFS (CN 84, 20.0 MIN TC)
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VrA i ER QUALITY
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56'-27"RCPOO.15%
B6 -OUT: 49'-DITCH@1.06%
7T(% 2ED
END SECTION
OUT(B)
INV 28.00
15"FFlLAAIEUU END SEC110N W/ RIP -RAP (3 CY)
INV 32.01
98
105 FUIRBED END SEC110N W/ RIP -RAP (3 CY)
INV 32.01
35 35 35'26
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SHEET 3 OF 6
0

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1 7
3? 68 '
47
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37
37 A9
/ 3717'
APPROXIMATELY 440'
TO NC STATE ROUTE 1305 (RYLAND ROAD)
38-
6.%
c� i6
35 zKP(`)) 6
35 9
36 53
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36 26 33
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59 IO' ROADSIDE BUFFER Y
EX 10"W
KP(3) 3
IC(37)
36 58 36.15
N/F
JOSEPH H. WARD
D.B. 192 PG. 224
PARCEL ID: 6992-00-42-3489
ZONED: Al
LJ t r.M'f
Nl[
36_91 3579
NC STATE ROUTE 32 (60' R/W)
GRAPHIC SCALE
( IN FEET )
1 inch = 25 ft_
LI(6)
6�
10' ROADSIDE BUFFER YARD
3a36
KP(3) 3625
IC(37)'
35 6C
DENOTES AREA OF
ENGINEERED FILTER STRIP
(SEE FERTILIZER APPLICATION,
SHEET 6 OF 6)
35.46 35.35 35.76
PLANT
SCHEDULE
00�
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�J�
SIZE
COMMON NAME
BOTANICAL NAME
HEIGHT
COMMENTS
KP
8
2" - 2 1/2" CAL.
GOLDENRAINTREE
KOELREUTERIA PANICULATA
8' MIN. HT
PM #6 & B - 61 O.C.
1
LI
32
1" - 1 1/2" CAL.
TUSKEGEE CRAPE MYRTLE
LAGERSTROEMIA INDICA
8' MIN. HT
BM&�,B
`
= s
ZS
9
2 1/2" - 3" CAL.
GREEN VASE ZELKOVA
ZELKOVA SERATA
12' - 14' HT.
B & B
'Green Vase'
PM # 1
{
IC
94
30" - 36" (MIN.)
BURFORD CHINESE HOLLY
ILEX CORNUTA
36" MIN. HT
B & B - 4' O.C.
'Burfordii'
30" SPREAD
PM # 2
LJ
47
18" - 24" (MIN.)
JAPANESE PRIVET
LIGUSTRUM JAPONICUM
36" MIN. HT
B & B
PM #2
SLF
356
4.5 CF PER CONTAINER
SWAMP SUNFLOWER
HELIANTHUS ANGUSTIFOLIUS
4.5 CF PER CONTAINER
SHALLOW LAND FLOWERS
PLANTING AT S O.C. (1 PER 2 SF)
SLG
SAWGRASS
CLADIUM JAMAICENSE
PIANTNC AT 3. OC (i PQ2 2NSF)
830
4.5 CF PER CONTAINER
SIMTCHGRASS
PANICUM VIRGATUM
4.5 CF PER CONTAINER
SPEDES SHALL � RANOOiCIIMALY PLAN7B1.
WOOL GRASS
SCIRPUS CYPERINUS
AT 277 UNITS PER SPECIES
SWEET FLAG
ACORUS AMERICANUS
SHALLOW WATER PLANTS
:•:•
SWP
410
4.5 CF PER CONTAINER
ARROW ARUM
BULLTONGUE
PELTANDRA VIRGINICA
SAGITTARIA LANCIFOLIA
4.5 CF PER CONTAINER
PLANING AT 4- O.C. (1 PER 4 $F)
SOUTHERN BLUE FLAG IRIS
IRIS VIRGINICA
SPECIES SHALL BE RANDOMLY HAPLANTED
WATER MILLET
ZIZANIOPSIS MILIACEA
AT 82 UNITS PER SPECIES
m
N/F
JOSEPH H. WARD
D.B. 192 PG. 224
PARCEL ID: 6992-00-42-3489
ZONED: Al
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fie® ®��-p----p1p
- PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE
• DO NOT OVERTIGHTEN GUY WIRES. 6
ALLOW SUFFICIENT SLACK PERMIT ® 0
DE
E �� g®�
2" LATERAL TRUNK MOVEMENT IN �•u®[ „p� y�
ALL DIRECTIONS -
)A �A05 J�"-e�
STAFINIKE FIRST BRANCHES
OR AS NECESSARY FOR DESIRED
! ♦
• RUBBER HOSE SECURED WITH N! i pt��A
�®
j
SUPPORT
GAUGE PLIABLE GALVANIZED �a 6
AFTER INSTALLATION. CUT STAKE
M
WIRE - ®! %0AW0 %
SQUARE 3" ABOVE WARE
®Y
t fA
MINIMUM BRANCH HEIGHT
AA.N. STANDARD
• HARDWOOD STAKES
2 EVENLY SPACED STAKES
(2" X 2") DRIVEN (MIN. 180 FIRMLY
3" MULCH (MINIMUM DEPTH)
INTO SUBGRADE PRIOR TO 3ACKFILUNG
nR. ENTIRE SAUCER--
(WIIHHOLD 6" FROM TRUNK)
• COMPACTED EARTH SAUCEF
_FINISHED GRADE
• UNAMENDED SOIL -
WATER & TAMP TO -
PLANTING BACKFILL
REMOVE AIR POCKETS
(
)
MIN. 12' ALL SIDES
• UNDISTURBED EARTH
° CUT & REMOVE TOP 1/3 OF BURLAP,
NOTE:
LACING AND WERE BASKET AFTER
PLANTING PITS IN SUBSTANDARD SOILS
PLACEMENT. LEAVE BALANCE INTACT
SHALL PROVIDE MINIMUM 2• WIDE BACKFILL
OF PREPARED SOIL MIXTURE ON ALL SIDES
2 X BALL DIA
OF ROOT BALL
TREE
PLANTING METHOD (NOT TO SCALE)
• PLANT SO THAT TOP OF ROOT
WHERE A SHRUB BED OCCURS THE
BALL IS EVEN WITH THE
ENTIRE BED SHALL BE BACKFILLED
FINISHED GRADE
t�"
WTH REARED SOIL MIXTURE
AS SPECIFIED3"
MINIMUM DEPTH SHREDDED
HARDWOOD MULCH OVER EN71RE
BED/SAUCER. WITHHOLD FROM
'O o
CROWN
FINISHED GRADE
o •.f
COMPACTED EARTH SAUCER
CUT & REMOVE TOP 1/3 OF BURLAP.
UNAMENDED SOIL -
qNG AND WIRE BASKET AFTER
WATER & TAMP TO
PLACEMENT. LEAVE BALANCE INTACT
REMOVE AIR POCKETS
PLANTING BACKFILL -MIN.
2 TO 3 TIMES THE SIZE NOTE
OF ROOTBALL, ALL SIDES UNDISTURBED EARTH PLANTING PITS IN SUBSTANDARD SOILS
SHALL PROVIDE MINIMUM 18" WADE BACKFILL
i 2 X BALL DIA , OOf F ROOTRED SOIL MIXTURE ON ALL SIDES
2 SHRUB
PLANTING METHOD (NOT TO SCALE)
II �ON ALLOR SIDES
— USENGATE ONEFRONTPSIDE II
6"x6"—W1.4xW1.4 WWFJ
6" AGGREGATE BASE 6" CLASS A-3 3000 PSI
8" COMPACTED SUBGRADE
APRON DUMPSTER PAD
DUMPSTER PAD
NOT TO SCALE
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SHEET 4 OF 6

�P SILT FENCE DROP INLET
PROTECTION
2 X 4' WODD FRAME
DROP INLET
WITH GRATE
1.5' MAX. FRAME
3' MIN.
U
GATHER
U ��ti EXCESS
�� AT CORNERS
�� /�
PERSPECTIVE VIEWS
1' MIN.
IIII�
ELEVATION OF STAKE AND 1,
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET BRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
70' (MIN.)
MOUNTABLE EXIST.
EXIST. GROUND, 6" (MIN.) -I (OPTIONAL) BERM _ 3 . 5:1 `PAVEMENT
FILTER CLOTH) I
(SEE NOTE #2)
SIDE
ELEVATION
12' (MIN., SEE NOTE #1)
REINFORCED CONC. 6•_7*
WASHRACK
3" (MIN.)
II-
3" (MIN.)
FILTER CLOTH
(SEE NOTE #2)
SECTION A -A
FILTER CLOTH --'DRAIN SPACE / /��
(SEE NOTE #2)//\//\//\
70, (MIN.)
NOTES: SECTION B-B
VDOT #1 COURSE
AGGREGATE
1. MUST EXTEND THE FULL WIDTH OF!!
7A
INGRESS/EGRESS OPERATIONS
I
WASHRACK I
2. FILTER CLOTH SHALL BE TREVIVA SPUNBOND 1135,
'O
(OPTIONAL)
I I
z MIRAFI 60OX OR EQUIVALENT.
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(M .)
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- POSITIVE DRAINAGE TO
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CONSTRUCTION ENTRANCE DETAIL
SEDIMENT TRAPPING
DEVICE
\ A
NOT TO SCALE
PLAN VIEW
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL & ALL PERMITS
2, HOLD PRE -CONSTRUCTION MEETING ONE WEEK OR MORE PRIOR TO THE START OF CONSTRUCTION.
3. DO NOT BLOCK DRAINAGE. WHEN NECESSARY INSTALL CULVERT IN CONJUNCTION W/ INLET/OUTLET
PROTECTION WHILE INSTALLING THE TEMPORARY CONSTRUCTION ENTRANCE.
4. INSTALL SILT FENCING AND TEMPORARY DIVERSION DIKES IN AREAS AS SHOWN ON PLAN, AND OTHER
AREAS AS REQUIRED TO PREVENT SEDIMENTATION IN WETLAND AREAS IF ANY.
5. EXCAVATE TEMPORARY SEDIEMENT BASIN TO REQUIRED INVERT AND INSTALL OUTLET RISER AND SKIMMER
TO INVERT AND RIM ELEVATIONS AS SHOWN.
6. CLEAR AND GRUB IMPERVIOUS AREAS, REMOVING TREES, VEGETATION, ROOT AND OTHER MATERIAL
FLARED END SECTIONS
I
scum TLC. 1iM PUTS &09-1
THAT MAY AFFECT BUILDING AND/OR PARKING LOT STABILITY.
PROJECT NOTES:
7.
INSTALL CULVERTS, DROP INLETS (AS REQUIRED),AND CONSTRUCT SWALES & DITCHES. MAINTAIN
MINIMUM SIDE SLOPES AS SHOWN IN DETAILS.
1)
Owner & Developer: GREATER WELCH'S CHAPEL BAPTIST CHURCH
8.
CONSTRUCT STONE SILT (CHECK) DAM AS REQUIRED TO BREAK HIGH VELOCITY FLOWS, PLACE CLASS
3250 VIRGINIA ROAD
A STONE RIP -RAP AT ALL CULVERT OUTLETS. PROTECT CULVERT ENDS WITH FILTER CLOTH AS REQUIRED.
TYNER, N.C. 27980
PHONE:[phone]
9.
ALL DISTURBED AREAS MUST HAVE TEMPORARY VEGETATION IN PLACE WITHIN 21 DAYS OF LAND DISTURBANCE.
PIN # 6992-00-12-3838
2.)
Survey Data provided by BEN PURVIS, PLS
10.
CONSTRUCT PARKING LOT AND BUILDING FOUNDATION, UNDERCUTTING AND REPLACING UNSUITABLE SOILS WITH SELECT FILL.
2004 B EAST 3RD STREET
(MIN CBR 20)
GREENVILLE, NC 27858
Datum: Horizontal- NAD83
11.
COMPLETE FINAL GRADING, TOPSOIL CRITICAL AREAS, PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH.
Vertical- NAVD88
3.
Nearest Receiving Stream: INDIAN CREEK
12,
REMOTE AN REMAINING SEDIMENT FROM CULVERTS, STORMWATER STRUCTURES, AND OUTLETS.
4.
Soils are Conetoe Loamy Sand, Portsmouth Loam, Tomotley Fine Sandy Loan
5.
There are no 404 wetlands on this site.
13.
EXCAVATE SEDIMENT BASIN TO AND GRADE TO ESTABLISH TOP OF BANK ELEVATIONS AS SHOWN FOR PERMANENT
6.
Watershed Classification: B: NSW
STORM 'ATER FACILITY.
7.
Total Tract Area = 172,688 sq.ft., 3.96 acres
Tt
Total Wetlands = ii0 sq.ft., 0.00 acres
-
ID't bdA 9613 ft 275
11
14
. AFTER SOIL IS STABILIZED, REMOVE TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES.
0 a s ur e rea I sq. . . acres
EROSION AND SEDIMENT CONTROL PLAN NOTES
PROJECT NARRATIVE:
The project is the construction of a residential development containing single family housing
Public water is being installed in sections as the real estate is developed and the roads are constructed.
Soils in this area have been moped by N.R.C.S. as Conetoe Loamy Sand, Portsmouth Loam, and Tomotley Fine Sandy Loam.
SOIL STABILIZATION:
All disturbed soils shall be stabilized by seeding and/or sodding within 15 working days or 30 colender days (whichever is shorter)
of construction completion or the completion of the land disturbing activity.
It is the contractors responsibility to establish a dense ground cover capable of stopping erosion. The Erosion and Sediment Control
measures that follow are intended to be minimum standards. When erosion persists other more stringent measures may be necessary
to control erosion.
Apply fertilizer, and agricultural lime as required by soil test or as a minimum follow this schedule:
Apply fertilizer in the amount of 500 pounds per acre of 10-10-10 fertilizer.
Apply 2,500 pounds/acre of agricultural limestone.
Where possible scarify soil to work the fertilizer and soil into the soil.
Mulch the area to be stabilized with wheat straw at the rate of 2 tons/acre. Anchor straw when necessary with netting or asphalt. In some
instances it may be necessary to use pre -manufactured erosion control mats like the excelsior mat.
Seeding:
1) If Temporary Vegetation is to be established in winter/spring/fall apply 125 pounds/acre of annual rye grain. If Temporary Vegetation
is to be established in the summer months apply 25 pounds per acre of Bermuda Grass and 25 pounds per acre of German Millet.
2) Permanent Vegetation shall be established with a mixture of 40 pounds/acre of Bahiagrass, 10 pounds/acre of Bermuda, and 10 pounds/
acre of German Millet. When top seeding over Temporary Vegetation containing a good stand of Bermuda and Millet, only Bahiagrass will
be required.
3) Sodding may be required when slope stabilization is difficult to establish. Select a sod species compatible with the application and apply sod
strips down the length of the slope. Fasten sod as necessary to prevent slippage.
4) Final slopes in all graded areas shall not exceed a slope of 3:1.
5 Geotextil f should be r e fabrics or special mulch protection ' n such as fiberglass roving or straw and netting sh d provided until vegetation is full
P P e tlo 9 9 9 P 9 Y
established; this must be used whenever the design velocities exceed 2.0 ft/sec for bare soil conditions.
MAINTENANCE:
Erosion control devices are to be checked after significant rainfall events but not less than twice monthly. Remove sediment and repair
erosion control devices as necessary.
Check slopes being stabilized for signs of erosion after all significant rainfall events and repair as necessary. Reseeding and mulching of
erosion damaged areas is required.
Perform routine maintenance and mowing of stabilized areas, including ditches and swales.
Temporary or permanent groundcover shall be provided on all exposed slopes witnin 21 calendar days following
completion of any phase of grading; and a permanent groundcover for all disturbed areas within 15 working days
or 90 calendar days (whichever is shorter) following completion of construction or development.
INTENTION OF THIS EROSION AND SEDIMENT CONTROL PLAN
Protect disturbed areas from erosion.
Stabilize disturbed areas as soon as possible.
Minimize the length of time disturbed soil is exposed.
Minimize the velocity of stormwater runoff.
Retain sediment on site with silt check dams and silt fencing.
SOURCE: VA. DSWC
PLATE. 3.20-1
EXTEND THE APRON FILTER FABRIC
TO TOP OF PIPE
SECTION C-C
SPECIFICATIONS:
NCDOT 840.01 W/O 840.03 (TRASH RACK OVER OUTLET)
RIM 32.00
INV 26.45
N/ TRASH RACK
INV 30.00
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DETENTION BASIN OUTFALL STRUCTURE DETAIL
(SEDIMENT BASIN OUTFALL RISER STRUCTURE DETAIL
N.T.S.
\ptz; SKIMMER SIZE = 2" DIA.
\ptz; ORIFICE SIZE = 2" DIA.
PVC EN'
PVC
I1. SET PUPSLOPE ALONG WE LINE OF POSTS. TM POPSTS.
TRENCHFENCING TO
yrx 12-1/2 GAUGE MIN. EXTENSION OF FABRIC AND
MESH SPACING WIRE INTO THE TRENCH.
6 MAX. WIRE
FILTER
FABRIC GROUND LINE
STEEL OR WOOD
POST -IMBED 3' 4
3. ATTACH WE FILTER FABRIC TO THE 4. SACKFUL AND COMPACT THE
WIRE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SUL SOW,
3' MAX
PUNTS 'A" SHOULD BE HIGHER THAN POINT 'W
FABRIC HEIGHT LESS DRAINAGEWAY INSTALLATION
THAN 36• ABOVE GRADE (FRONT ELEVATION)
1EMPORARY SEOIIAENT FENM (W)
NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE EfG `M (NTH U �Ers�
ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. �,••�� E11,'
NOT TO SCALE
PEKSPEU I IVE VIEW
PVC VENT
END VIEW FRONT VIEW
SKIMMER
NOT TO SCALE
ENCLOSURE
ENTRY UNIT
40
PIPE
TB 36.0 IS WX
M 36.0
Itl-10;11FLETARD 9Eif X000T 6QM '/7D MITI
RIM 32.00 \�--
- - _ _ _ tOD-YEAR SipRM POOL ELEVAIXYN. ,3N.16' (STORM VOL: 69,589 CF; TOTAL T01: IC6,194 CF Tq; 20.52 9 6IANFACE AREA) INV 26.45
- - - - - - - - - - - - - - -
- - - -
-YEAR STORM POOL ELEVATI - - TO-rEra SmRu PaOL aEVAnoM: 3j.5S (STORM VOL: s6,si9 CF: TOTAL VOL: 93,124 CF VOL: 19.3n s SURFACE AREA) r -
-- - - - - - 2-YEAR STORM POLL EIEVAIONN32.20_(STORM VOL_32,239 CF_TOTAL VOL: 6AeN CF VOL. 17,123 SF SURFACE AREA) r
10-YEAR STORM _ _ _ _ _ _ _ _ _ -WATEA auul Poo E E N 3D77 (S O M MO : 9,]66 U; O A VOL. N6361 T q ; 11,059 SF SURFACE taEA) - - - - J
17'_rDV®Ar PLBIAIEI POOL EL[VIIIOM: 30a ' K16PI ObC70 - - - - - - - - - - L15 90. DWI:FJ2-YEAR STORM POOL ELEVATI ourF°Ljsz - �1L ne xi3ABSFaWXEAEA �1O"" cmA o sn- - - -MAN Patio: PERUAM>rPowEEVAnoN: s - - _ Wwm _� a Zzo� -
_ -' ) 3.+ iA¢rArED 30l fl➢a[ (24,&T2 OF VOL 1.615 SF YJFdACE AREA) I L-263 =15 RhALL)
_ - WATER QUALITY POOL ELE-
_ 1 LTL�' p0
17"- _ ' '- Hv zaoo �WDR arAxuoT DEVAIIDI: z2o' 2 I L-
27" FOREBAY: PERMANET POOL ELEVATION: 30.0' I .sn ° ° �o g N,N_Aa_ M6y I
S971--Rf/--Uf-- 2----Wl_- 34-FAa__ JI
INV 26U 3
(OUTFALL)' 15% \ (11,773 CF VOL: 3,835 SF SURFACE AREA) 0.1 INV 2F.0 3
BE VE( SECTION A -A (N.T.S.)
BETWEE -rT1YV rvn�on,
1 ELEV 30.0
SEDI OUT ELEVATION: 27.0' J
NV 28.00 _ 1 CF VOL2,507 SF SURFACE AREA) 2 1 SEDIMENT CLEANOUT ELEVATION: 25.0' (2,218 CF VOL 2,529 SF SURFACE AREA) 1
-- ------------- ----- 3 INV 26.0 3
INV 24.0
SECTION A -A (N.T.S.)
CULVERT INLE
T SEDIMENT TRAP
y CLASS RA HEADWALL I
ro YR,.r a WIeaRAAr MNNBIi
mu, s1R a mac. aIa
a.r./aac vn smAw
a SVE)
0 G C.Y.Mtt aIRMZ
1eA55 Ci STpE 10 ttP Cf SIRE E1Y)
PERSPECTIVE VIEW
NCDOT #3, #357, OR
#5COARSE AGGREGATE
IIAMY
A... ,EI➢RV.
SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION Plate 3.08-1
TB 33.0 TB 33.0
-�
TEMPORACDOSAV 0 W/SO 840 033
1(�� W/ SKIMMER (INV 29.05)
RIM 32.00
INV 26.45
77 _2�„RCP - _ 10-YEAR STORM SEDIMENT BASIN POOL ELEVATION: 31.43' (17,75' CF VOL: 9_499 SF SURFACE AREA _
(OUTF @ 015q'\, I _ -(�
- - - _ - SEDIMENT BASIN TEMPORARY POOL ELEVATION: 29.0' (8,166 CF VOL: SF SURFACE AREA) L` 253 -1(OUTPALL)
INV 26.5-
INV 28.00 SECTION B-B
(N.T.S.) -
MAINTENANCE (CULVERT INLET PROTECTION)
1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.
2. AGGREGATE SHALLBE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED
VOIDS ARE CAUSING PONDING PROBLEMS WHICH INTERFERE WITH ON -SITE CONSTRUCTION.
3. SEDIMENT SHALL BE REMOVED AND THE IMPOUNDMENT RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. REMOVED SEDIMENT
SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND
CAUSE SEDIMENTATION PROBLEMS.
4. TEMPORARY STRUCTURES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE,
BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
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