SW3170701_APPROVED PLANS_20170829

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW 517z% 7d
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑. COMPLIANCE EVALUATION INSPECTION
DOC DATE�17Q���
YYYYMMDD

PROJECT INFORMATION
ENGINEERED
KELLY HEFNER
714 115 9'43
MANAGER:
KELLY HEFNER@ADS-PIPECOM
KEITH COEN
ADS SALES REP:
704466-0135
KEITH. COEN @ADS -PIPE COM
PROJECT NO:
IY7632
ADVANCED DRAINAGE SYSTEMS, INC.
SMG PROPERTIES
STATESVILLE, NC
STORMWATER CHAMBER SPECIFICATIONS
IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-3101SC-740 SYSTEM
1.
CHAMBERS SHALL BE STORMTECH SC-740. SC-310, OR APPROVED EQUAL.
1. STORMTECH SC 310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A
PRE -CONSTRUCTION MEETING WITH THE INS I ALLERS.
2,
CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.
2, STOFU,iTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE'STORMTECH SC-3101SG740/SC-789 CONSTRUCTION
3.
CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT
GUIDE".
WOULD IMPEDE FLOW OR Uh11T ACCESS FOR INSPECTION.
3, CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.
4.
THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE
STORMTECH RECOMMENDS 3 BACKFILL METHODS:
THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO _RFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: t)
STONESHOOTER LOCATED OFF THE CHAMBER BED.
LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION
' BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.
FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
' BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.
5.
CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE). "STANDARD SPECIFICATION FOR
4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.
THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
5. JOINTS BETWEENCHAMBERS PROPERLYSEATED PRIOR TO PLACING STONE,
6
.,NA i8ER5 SHALL BE DE_.CNE., AND LOADS _ # R PR
DESIGNED m . 6: S DETERMINED D ! WITH hST C99 PRACTICE
O E _.. NINE_.NACCORD
W.TO .M. T ACCORDANCE _.87 S ANDA..D..A. CE C
F OR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
C
_
6. iNAiNTAiiJ MINIMUM-6" ISO mm SPACING BETWEEN THE CHAMBER ROW-.
( ) J
7.
ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL
7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 314-2' 120-50 mm)
SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE
PROJECT SITE:
8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN
ENGINEER.
a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY
FACTORS ARE GREATER THAN OR EQUAL TO 1,95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM
ADSR RECOMMENDS
g ADS RECOMMENDS THE USE OF'FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE
F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.
MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
8. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD
NOTES FOR CONSTRUCTION EQUIPMENT
FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP
MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION
1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-3101SC-7401DC-780 CONSTRUCTION
TO VERIFY LONG-TERM PERFORMANCE.
GUIDE".
c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.
2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:
NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
S.
CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE
WITH THE "STORMTECH SC-3101SC-740/DC-780 CONSTRUCTION GUIDE".
• WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-3101SC-740/DC-780 CONSTRUCTION GUIDE".
3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN
ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH- METHOD ARE NOT COVERED UNDER THE STORMTECH
STANDARD WARRANTY.
AIR P
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT
ABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS
AASHTO MATERIAL
COMPACTION / DENSITY
MATERIAL LOCATION
DESCRIPTION
CLASSIFICATIONS
REQUIREMENT
Q
FINAL FILL: FILL MATERIAL FOR LAYERED' STARTS
'FRONT THE TOP OF THE C LAYER TO THE BOTTOM
ANY SORJROCK »ATERiALS. NATIVE SOILS. OR PER
PREPARE PER SITE DESIGN ENGINEERS PLANS.
D
OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
ENGINEER'S PLANS. CHECK P FOR PAVEMENT C K PLANS O
N/A
PAVED INSTALLATIONS MAY HAVE STRINGENT
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE
SUBGRADE REQUIREMENTS.
MATERIAL AND PREPARATION REQUIREMENTS.
MAY BE PART OF THE'D' LAYER
BEGIN COMPACTIONS AFTER 12" (300 mm) OF
AASHTO M145'
MATERIAL OVER THE CHAMBERS IS REACHED.
INITIAL FILL FILL MATERIAL FOR LAYER'C'
GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES <35°'o
A-2-4 A-1, , A-3
COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX
STARTS FROM THE TOP OF THE EMBEDMENT
FINES OR PROCESSED AGGREGATE.
LIFTS TO A MIN. 95%PROCTOR DENSITY FOR
C
STONE ('8' LAYER) TO 18" (450 mm) ABOVE THE
OR
WELL GRADED MATERIAL AND 95% RELATIVE
TOP OF THE CHAMBER. NOTE THAT PAVEMENT
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
AASHTO M
DENSITY FOR PROCESSED AGGREGATE
SUBBASE MAY BE A PART OF THE'C' LAYER.
OF THIS LAYER.
3, 357. 4. 467, 5, 56, 57, 6, 67,7, 68, 7, 78, 8, 89,
MATERIALS. ROLLER GROSS VEHICLE WEIGHT
9, 10
NOT TO EXCEED 12,000 Ibs (53 IIN. DYNAMIC
FORCE NOT TO EXCEED 20,0001Us (89 kN).
EMBEDMENT STONE: FILL SURROUNDING THE
CHAMBERS r FOUNDATION STONE(A
CLtgN .:RvHFD A.,ULRSTONE
AASH?D M43`
NO CC �ES;CTION REQUIREL'.
L0.YER) TO THE'C'LAYER ABOVE
C' LAY
3.357,4,467,5,56, 57
EA
FOUNDATION STONE: FILL BELOW CHAMBERSAASHTO
TO M43'
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)
CLEAN, CRUSHED, ANGULAR STONE
3, 357, 4, 5, 56, 57
SURFACE -
PLEASE
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY, THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: 'CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL
AROUND CLEAN CRUSHED ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
AL
PERIMETER STONE D / 'rCUTCM OFFLEXIBLE PAVEMENT . FcZ UNPAVED 8'
(BEE NOTE 6) INTPL ONY WHERE RUTTING ROM VEH LE5 MAY CENE 18,•
1 G. \ rtIRF0.,= c011H N,G, r,Y.rm, 12.4 m)
(450 mm) Ni MAX
6" (150 mm) MIN
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL) si';3 i I I'�i "' ® e
( l;
I
J760 Ruin)
1
n Syr
,
NV i ad xa '
A)
�L DEPTH OF STONE TO BE DETERMINED
SC-740 6" 8Y SITE DESIGN ENGINEER G" (150 mm) MIN
12" (300 ni MIN END CAP SUBGRADE SOILS (150 m) MIN 51" (1295 in 12' (300 mm) TYP
NOTES: SEE NOTE 4,
1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 *STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS-.
OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2. SO-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS".
3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT. AND FILL
MATERIALS.
4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE
WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
5, PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
6, ONCE LAYER'C' IS PLACED, ANY SOILIMATERIAL CAN BE PLACED IN LAYERED' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL
REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
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PROPOSED LAYOUT
60 STORMTECH SC-740 CHAMBERS NOTES
MANIFOLD SIZE TO BEDETERMINED Y B SITE DESIG
N ENGINEER. SEE TEC
H SHEET #7 FOR MANIFOLD 10 STORMTECH SG740 END GAPSOLD SIZING GUIDANCE.
6 STONE ABOVE (in) DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAYBE
NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD.
8 STONE rarLOW' ('m, _. - RING & COVER
49 %STONERI)( ELEy. - 878.50�
5181 INSTALLEDD SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
2,519 SYSTEM AREA Ft')
246 SYSTEM PERIMETER (ft)
PROPOSED ELEVATIONS 6' DIA PRECAST CONCRETE
CONE
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED): B80.24 - 6' DIA PRECAST
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC): 874.24 - : CATCH BASIN
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC): 873.74
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT): 873.74 _ /\
MINIMUM ALLOWABLE GRACE (TOP OF RIGID PAVEMENT): 873.74 vau
TOP OF STONE 872.74 .. ., =.r _��.�.�.� .-i'"-�.�^,-..'�[u ��\a
TOP OF SC-740 CHAMBER: _ 872,24 6 °IA PRECAST CONCRETE ' , w aw G rs.
CATCH BASIN - 12" BOi. CON.
12 TOP MANIFOLD INVERT 870.78 INV, 869,84
12" BOTTOM CONNECTION INVERT 869,84 - 6" BAFFLE WALL
CONCRETE BA
24" ISOLATOR ROW INVERT 869,75 CON
( SEE ONCIRET TBA SHEfT
BOTTOM OF SC 740 CHAMBER. 869.74
BOTTOM OF STONE: 86924 FLO O -
12" ADS N-12 -
INV IN - 869,74
�. -. =Pl
FLO r
SLOPE BOTTOM W/ GROUT
-- - 18' RCP Jr
/�� 'N�v9OUT
+-�.J-i-� t0 SECTION THROUGH BAFFLE WALL
vlIT.LET COrI T Q()! STRv ?-.I IQF NOT TO SCALE
1, I,V II�VL .� II\
97,46'
87.01'
24" PREFABRICATED END CAP, PART# SC740EPE24B n
PROPOSED 30" NYLOPLAST TYP OF ALL SC-740 24' CONNECTIONS AND ISOLATOR V PROPOSED 30" NYLOPLAST
MAXIMUM INLET FLOW 4.2 MAXIMUM INLET FLOW 6.2 CPS
(24" SUMP MIN)IN) ROWS INSPECTION PORT
1 (24' SUM MIN)
FROM J6-10 _
MY = 872.74 -
ISOLATOR ROW �yg. FROM JB-11
INV = 87P.74
PIS � i I
INVERT 12.5" AB
.,-. _.
12 X 12 ADS N i2 TOP MAMANIFOLD, , 12' X i, ADS N-12 TOP MANIFOLD
i�
V '\ � - O E CHAMBER BASE � r I INVERT 12.5"ABOVE CHAMBER BASE N �
(SEE NOTES) N
_ � (SEE NOTES} N
12" ADS N-12 BOTTOM CONNECTION I
INVERT 1.2" ABOVE CHAMBER BASE
(SEE NOTES) '
PROPOSED OUTLET CONTROL STRUCTURE
MAXIMUM OUTLET FLOW 4A ORB ^
SEE DETAIL ABOVE l _3\
1
V PLACE MINIMUM 12.S OF. ADS GEOSYNTHFTICS
315W'TK WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR
SCOUR PROTECTION AT ALL CHAMBER INLET
ROWS
COVER ENTIRE ISOLATOR ROW WITH ADS
GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE
8'(2.4 m) MIN WIDE
s- SC-740 CHAMBER
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATESY.,
r
ry
CATCH BASIN II+14
OR
I
MANHOLE I aa, E
I41 1� I I I Ahm I "I, I I
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24' (E00 mml MIN RECOMMENDED) I-
(600 HOPE ACCESS PIPE REQUIRED
USE FACTORY
RY PRE -FABRICATED END CAP
--- --"--- -. PART #: SC740EPE24B
SMG PROPERTIES SC-740 ISOLATOR ROW DETAIL
NITS
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
ESENT)
A. 1, REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING AFLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.A. LOWER,1 CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDINENT IS AT OR ABOVE 3" 80 mm PROCEED T STEP
( } OCE D O S E 2 IF NOT, PROCEED TO STEP 3,
8. ALL ISOLATOR ROWS
C
6.7. REMOVE AVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.Z. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
it) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3. IF SEDINENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2, IF NOT, PROCEED TO STEP 3,
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULJERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45' (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS, RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
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GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
BITS m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS o -
CONCRETE COLLAF
PAVEMENT
CONCRETE SLAB
8' (200 mm) MIN THICKNESS
FLEXSTORM CATCH II
PART# 6212NYF)
WITH USE OF OPEN GRATE
6" (150 mm) INSERTA TEE
PART# 6P26FBSTIP'
INSERTA TEE TO BE CENTEREC
ON CORRUGATION CREST
ij�G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NO 28625-8506
PHONE [phone] FAx [phone] EMAIL [e-mail]
Commercial and Industrial Construction Since 1945
`\\\1 \IIIIIIII"
CA
oRPORq JQ%OFE s
C, TF = a =
F 0267 0 " -
SEAL 17365
-
i GHQ 1996 \�' �on,.a•
Tti CARC '',, MARK
nn„' 'lll/III IIIU\\\\
8/21 /17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT2017
ISSUED DATE : 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
F? v a NORM WATER
Np P A-`
�� V DETAILS
20 0 10 20 40 60
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CONCRETE COLLAR NOT REQUIRED
°
48
FOR UNPAVED APPLICATIONS12"
g %
s i
°
(300 mm) NYLOPLAST INLINE
E a
DR
DRAIN BODY W(SOLID HINGED
COVER OR GRATE
PART# 27.2AGe1P`
4 S
'
S H COVER: "99CGC•
-
GRATE: 1299CGS
E
A
6" (150 mm) SDR35 PIPE
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SC-740 CHAMBER
Fit! G
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THE PART# 2712AG61PKIT CAN BE
USED TO ORDER ALL NECESSARY
COMPONENTS FOR A SOLID LID
SE
INSPECTION PORT INSTALLATION
a °
A
In
SC-740 6" INSPECTION PORT DETAIL
NITS SHEET
4 OF 6
C401
, I

y
0
1
4
I
I
CB - CATCH BASIN
CMP - CORRUGATED METAL PIPE
CO - CLEAN OUT
DB - DEED BOOK
DI - DROP INLET
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EN - EXISTING NAIL
EOG - EDGE OF GRAVEL
EOP - EDGE OF PAVEMENT
FH - FIRE HYDRANT
FP - FLAG POLE
FV - FIRE VALVE
GM -GAS METER
GV - GAS VALVE
GW - GUY WIRE
HDPE SMOOTH BORE HIGH DENSITY POLYETHYLENE PIPE
HVAC - HEATING/COOLING UNIT
LPST - LAMP POST
(M)-MEASURED
NCGS - NORTH CAROLINA GEODETIC SURVEY
PBX - POWER BOX
PM -POWER METER
POB - POINT OF BEGINNING
PP -POWER POLE
(R) - RECORDED
R/W • RIGHT-OF-WAY
RCP- REINFORCED CONCRETE PIPE
SDMH - STORM DRAIN MANHOLE
SSMH - SANITARY SEWER MANHOLE
SQ.FT. - SQUARE FEET
W V - WATER VALVE
LINE:
PROPERTY LINE
PROPERTY LINE (NOT SURVEYED)
EASEMENT
SETBACK
WATER LINE
SANITARY SEWER PIPE
STORM DRAIN PIPE
FENCE
TREE LINE
W
SS —
PROJECT REVISIONS
PROJECT TEAM MEMBERS
G.L. WILSON BUILDING COMPANY
General Contractor & Building Design
190 Wilson Park Road
Statesville, North Carolina 28E25
Tel.: [phone]
Email: [e-mail]
SMG LEASING, LLC
Owner
208 Old Mocksville Rd
Statesville, North Carolina 28625
Tel.: [phone]
Email: Lorraine.Lambert@piedmonthea:hcore.com
W SS
A PROPOSED MEDICAL OFFICE FOR
SMG LEASING, LLC
REV
DATE
BY
DESCRIPTION
SHEET(S) EFFECTED
0
4/19/17
PSB
INITIAL SUBMITTAL - COUNTY EROSION CONTROL
ALL
1
4/25/17
PSB
COUNTY EROSION CONTROL COMMENT RESUBMITTAL
C3.0, C3.1, C3.2, C3.3
2
5/2/17
PSB
COUNTY EROSION CONTROL APPROVAL
C3.0, C3.1, C3.2, C3.3
142 SHERLOCK DRIVE
STATESVILLE, NC
PARCEL ID: 4755875333 & 4755871399
VICINITY MAP
SCALE: NOT TO SCALE
I o.0
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—
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I REV I DATE I BY I DESCRIPTION I SHEET(S) EFFECTED I
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DENR-LAND QUALITY
STORMWATER PERMITTING
INDEX OF DRAWINGS
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Sheet No.
Sheet Title
C0.1
COVER
C0.2
EXISTING CONDITIONS
C0.3
DEMOLITION PLAN
C1.0
SITE PLAN - PHASE 1
CIA
SITE PLAN - PHASE 2
C2.0
GRADING PLAN - PHASE 1
C2.1
GRADING PLAN - PHASE 2
C3.0
EROSION CONTROL PLAN - P-IASE 1
C3.1
EROSION CONTROL PLAN - PHASE 2
C3.2
EROSION CONTROL DETAILS
C3.3
EROSION CONTROL DETAILS
C4.0
SITE DETAILS
C4.1
ISTORM WATER DETAILS
C4.2
ISTORM WATER DETAILS
REV I DATE BY DESCRIPTION SHEET(S) EFFECTED
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NC 28625-8505
PHONE [phone] PAX 704.872.8281 EMAIL build@glwilson.c
Commercial and Industrial Construction Since 1945
\SON„BUi<o/2 N, CARD
J oFtPORq = E S'6
F-0267
SEAL 17365
s G F' *GINEC:�,`
0 1996
ry CARO '%, MARK ZPR.,.
5/2/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
DESIGN NO.: 2016-075 DRAWN BY : PSB
ISSUED DATE: 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, INC 28625
COVER
SHEET
Coo I
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I�
R'"ERTY LINE
-R'r'ERTY LINE (NOT SURVEYED)
A� NENT
_E3ACK
rA"3 LINE
SALARY SEWER PIPE
S RM DRAIN PIPE
`EC-
-RE LINE
W
SSW
SS
LEGEND OF SYMBOLS AND ABBREVIATIONS
XT:
CB -
CATCH BASIN
CUP
- CORRUGATED METAL PIPE
CO -
CLEAN OUT
DID -
DEED BOOK
D. -
DROP INLET
ECM
- EXISTING CONCRETE MONUMENT
EP -
EXISTING IRON PIPE
PROJECT SITE DATA:
_IR -
EXISTING IRON ROD
EN -
EXISTING NAIL
EGG
- EDGE OF GRAVEL
Owner: SMG LEASING, LLC
EOP -
EDGE OF PAVEMENT
208 OLD MOCKSVILLE RD
FH -
FIRE HYDRANT
STATESVILLE, NC 28625
FP -
FV -FIRE
FAG POLE
VALVE
Deed Bk. 2462 Pg. 1183,
GM -
GAS METER
Deed Bk. 2158 Pg. 1131
GV -
GAS VALVE
SW -
GUY WIRE
- Project Street Address: 212 Old Mocksville Road, Statesville, NC
28625
HDPE
- SMOOTH BORE HIGH DENSITY POLYETHYLENE PIPE
HVAC
- HEATING/COOLING UNIT
- Location: Statesville ETJ, Iredell County, North Carolina
LPST
- LAMP POST
- Parcel ID: 4755875333 & 4755871399.
(M) -
MEASURED
- Project Parcel Area: 5.3 ±Ac.
NCGS
- NORTH CAROLINA GEODETIC SURVEY
- Project Parcel Zoned: RA.
PBX -
PM -
POWER BOX
POWER METER
- Project Site Vegetation: Wooded.
Poe -
POINT OF BEGINNING
- Watershed Data: The project does not lie within a Watershed.
(R -
-REECCOR
POLE
P)
ORDED
- Site Parcel Flood Statement: The subject parcel is not situated
within a Special Flood
R/W
- RIGHT-OF-WAY
Hazard Area, Zone X according to Flood Insurance Rate Map -
Community Panel No.
RCP -
REINFORCED CONCRETE PIPE
3710475500E, Effective Date: 3/18/2008.
SDMH
- STORM DRAIN MANHOLESSMH
- SANITARY SEWER MANHOLE
- Survey Reference: Topographic Information prepared by G.L. Wilson Building Co.
Soar.
- SQUARE FEET
- Horizontal Control based & Vertical Control based on assumed
coordinates.
wv -
WATER VALVE
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NC 28625-8506
PHONE 704.872,2411 Fv 704.872,8281 EMAIL [e-mail]
Commercial and Industrial Construction Since 1945
S\`�uiuuvu„ ON B0/4 o,-, ,. CARP''%
GFtPOgq G z �FE S"
G _ _ TF n ' a�
F-0267 "
SEAL 1365
N `
2 P 1 ',`� CINEE:�,`
PTh CARGO
4/19/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
DESIGN NO.: 2016-075 DRAWN BY : PSB
ISSUED DATE: 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
EXISTING
CONDITIONS
C002

LEEiEND ABBREVIATIONS
TEXT:
CB - CATCH BASIN
CMP-CORRUGATED METAL PIPE
CO - CLEAN OUT
DB - DEED BOOK
DI - DROP INLET
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EN - EXISTING NAIL
EOG - EDGE OF GRAVEL
EDP - EDGE OF PAVEMENT
FH - FIRE HYDRANT
FP - FLAG POLE
FV - FIRE VALVE
GM - GAS METER
GV - GAS VALVE
GW - GUY WIRE
HOPE - SMOOTH BORE HIGH DENSITY POLYETHYLENE PIPE
HVAC - HEATINGICOOLING UNIT
LPST- LAMPPOST
(M)-MEASURED
NCGS - NORTH CAROLINA GEODETIC SURVEY
PBX -POWER BOX
PM - POWER METER
POB - POINT OF BEGINNING
PP - POWER POLE
(R)- RECORDED
RNV- RIGHT-OF-WAY
RCP - REINFORCED CONCRETE PIPE
SDMH - STORM DRAIN MANHOLE
LINE:
PROPERTY LINE
PROPERTY LINE (NOT SURVEYED)
EASEMENT
SETBACK
WATER LINE
SANITARY SEWER PIPE
STORM DRAIN PIPE
FENCE
FORCEMAIN
TREE LINE
W
SSW
SS
FM
M
M
FM
FlA
FN
0
ro
BEAVER FARM
R0.
WN E F
5
0 2'
*SITE* o
�O g
�� gW
QP
O�
SHERLOCK DR
INTERSTATE 40
F
US HWY 64
VICINITY MAP
NOT TO SCALE
PLANTING SCHEDULE PHASE 1
SYMBOL
QTY.
COMMON NAME
SCIENTIFIC NAME
MIN. SIZE
SHADETREES
4
RED MAPLE
Acer rubrum
2.5" CAL./8' HT
0
SHUMARD OAK
Quercus shumardii
2.5"CAL./8' HT.
0
LITTLELEAF LINDEN
Tilia cordata
2.5"CAL./8' HT
4
LACEBARK ELM
Ulmus parvifolia
2.5"CAL./8' HT
0
SOUTHERN RED OAK
Quercus falcata
2.5"CAL. 8' HT
ORNAMENTAL TREES
a
4
WASHINGTON HAWTHORN
Crataegus phaenopyrum
1.25"CAL./6' HT.
/"0
4
EASTERN REDBUD
Cercis canadensis
1.25"CAL./6' HT.
LARGE SHRUBS
7
JAPANESE ANDROMEDIA
Pieris Japonica
3' HT.
7
CHINESE HOLLY
Ilex cornuta
3' HT.
7
THUNBERG SPIREA
Spirea thunbergii
3' HT.
7
OAKLEAF HYDRANGEA
Hydrangea uercifolia
3' HT.
7
SHOWY JASMINE
Jaminum floridum
3' HT.
25RADIUS
e 6 1/2-
8 RADIUS .I
NOT TO SCALE -V
VALLEY CURB SECTION
18°
6" 12"
d -
PAVING
j�
/� Obi Q° F'00°od
\//i
O�ooOT000O�e
NOT i0 SCALE
STANDARD CURB & GUTTER SECTION
R20.5'
R25.8' I
r1O ' ��R4.0' !x!�-1 . _1 \'' �- TYPE „A„ LANDSCAPE I
99.37 y x e BUFFERYARD
-r-
6" COMPACTED ABC STONE BASE,
F
_ �, ��1176.19'
MCE
LJ
Mffi
GRAVEL PAVING SECTION 25 FRON
1.5" S9.58 - R62.0'
2"-19C OF S9.5B
8" COMPACTED ABC STONE BASE
EXISTING WOODLANDS TO
SERVE AS TYPE "N'
o p� o � TjN�u„ < \ LANDSCAPE BUFFERYARD f
0 00 o0c °o ob o o °oo o } \
HD ASPHALT PAVING SECTION \\ `
V
NOT TO SCALE
2" S9.5B
6" COMPACTED ABC STONE BASE \\
15'.65'
SHEET NOTES: \
0 0°�w�oU °c �� ?o A �� R62.0' 4.0'
o) Kam- o�c_ 1. SEE SHEET C2.0 FOR STORM DRAINAGE DATA CHARTS. r
2. SEE SHEET CIA FOR PHASE 2 CONSTRUCTION. � \
0 3. SEE SHEET M1,1 FOR MECHANICAL EQUIPMENT. 9
4. SEE SHEETS C4.1 AND C4.2 FOR STORMWATER MANAGEMENT I \
DETAILS.
5. DIMENSIONS ARE TO FACE OF CURB UNO.
STANDARD ASPHALT PAVING SECTION
NOT TO scALE��;� VALLEY CURB,
SITE DATA
Owner:
SMG LEASING ASSOCIATES
208 OLD MOCKSVILLE ROAD
STATESVILLE, NO 28625
704-838-8245
Project Address:
142 SHERLOCK DRIVE
STATESVILLE, NORTH CAROLINA 28625
Property Information:
PIN: 4755-87-5333 & 4755-87-1399
DEED BOOK 1478, PAGE 2186
DEED BOOK 2462, PAGE 1183
TOTAL ACREAGE = 5.3 AC.
ZONING: RA
SETBACKS:
FRONT = 25'
REAR = 25'
SIDES = 10'
MAX. BUILDING HT. = 50'
Parking:
REQUIRED PARKING (PHASE 1)
USING THE CATEGORY OF 'HEALTH/DENTAL PRACTITIONERS
OFFICE" FROM THE CITY OF STATESVILLE UNIFIED
DEVELOPMENT ORDINANCE.
6.0 SPACES PER 1,000 GFA
5,830/1,000 X 6.0 = 35 SPACES
PROVIDED PARKING
STANDARD PARKING SPACES (9'X20') = 33
REGULAR HANDICAP SPACES (13'X20') = 1
VAN AC(.F'�';1RIF HANDICAP SPACES (16'X20')
Required Landscaping:
TYPE "A" LANDSCAPE BUFFER YARD
8' WIDE CONTAINING (PER 100 LINEAR FEET)
2 ORNAMENTAL TREES (12 POINTS @ 6 EACH)
14 MEDIUM SHRUBS (28 POINTS @ 2 EACH)
TOTAL POINTS PROVIDED = 40 (REQUIRED)
"STREET" BUFFER YARD
8' 'WIDE CONTAINING (PER 100 LINEAR FEET)
3 SHADE TREES (36 POINTS 0 12 EACH)
TOTAL POINTS PROVIDED = 36 (REQUIRED)
PARKING LOT LANDSCAPE REQUIREMENTS
NUMBER OF SPACES 35
REQUIRING - 38 POINTS
4 SHADE TREES
- OR-
2 SHADE TREES AND 3 ORNAMENTAL TREES
SEE DETAIL THIS SHEET FOR PLANT SCHEDULE,
AND SHEET C4.0 FOR TREE PLANTING DETAIL.
Survey Information:
PLAT AND BOUNDARY SURVEY PREPARED BY
OTHERS
TOPOGRAPHIC INFORMATION FIELD GATHERED BY
G.L. WILSON BUILDING COMPANY ON APRIL 20,
2016.
SU
M , 1 Q S I ATESVILLE HMA INC.
O..•. D.B. 1221, PG. 373
� V PIN 4755777934
tM� y /' N �/ `\ ZONED 0+12
WC <'
7
Y 1 _ SEE PLUMBING w �� EXISTING WOODLANDS TO
�y .0 DRAWINGS FOR � � � SERVE AS TYPE "A"
PENETRATION LOCATION r !� LANDSCAPE BUFFERYARD
t
WATER 8c SEWER NOTES:
-o -p SANITARY SEWER CO MEo+.°"��5
j SEE CONTINUATION pvG SS�OP HEET P1.2 FOR NEW 2" FORCEMAIN �+ 1
-� 'O LF �pgo)o (� Sap5 ALL EXISTING UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION.
g. r� INV.= 876.15 AA 15 gY�25 /> ALL
NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS.
-n� 0 0 -� .0
�� p�G YT S$ �� N ✓ 2. ALL WATER AND SEWER ITEMS SHALL BE INSTALLED IN COMPLIANCE
6 WITH ALL LOCAL AND STATE REGULATIONS. ALL WATER AND SEWER
6c'o �,.�-/ , l ITEMS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
r
3. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH
THE LOCAL MUNICIPALITY'S WATER AND SEWER DEPARTMENTS.
I\ ✓ 2 y 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING. ALL
NEW 5' CONCRETE / C9�d� (� EXISTING UTILITIES.
SIDEWALK on
/14
"5. INSTALLATION OF WATER METERS &TAPPING OF WATER MAINS
SHALL BE INSTALLED / PERFORMED IN ACCORDANCE WITH ALL
MUNICIPAL GUIDELINES. CONTRACTOR SHALL COORDINATE INSTALLATION
OF THESE ITEMS WITH THE GOVERNING MUNICIPALITY.
6. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UTILITIES
WTH THE APPROPRIATE UTILITY COMPANY.
7. UPON COMPLETION ALL WATER LINES SHALL BE FLUSHED,
PRESSURE TESTED, AND DISINFECTED IN THAT ORDER.
8. SEE BUILDING PLANS FOR EXACT EXIT LOCATION(S) OF UTILITIES
FROM THE BUILDING. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES.
9_g0 9. ALL PIPE MATERIALS, BACKFLOW PREVENTERS, VAULTS (ABOVE OR
BELOW GRADE), WATER METERS, AND SAN. SEWER MANHOLES, WITHIN
THE GOVERNING MUNICIPALITY JURISDICTION SHALL BE APPROVED BY
THE GOVERNING MUNICIPALITY.
TECHNICAL REVIEW COMMITTEE
PLAN APPROVAL SIGNATURE BLOCK
Planning Director
Date
Pu61ic VYorks Director
Date
Electrical Utilities Director
Fire Marshal
Date
Date
G.L. WILSON
BUILDING COMPANY
D WILSON
, INC 28625-8506
PHONE[phone]R P"0704.872.8281E EIM Ebuid@glwilson..com
Commercial and Industrial Construction Since 1945
I \`,Nlnnil�Uiii
\\2 eUl4Oti,. .` ��N, CARP �,
V POR, o Z��4�oFE 1pti.
_ F-0267 - - _
SEAL 7365
799
rN caR° %,, MARK ZPR•°
4/19/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
ISSUED DATE 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
SITE
PLAN
PHASE 1
C100

o
F BEA VIER FARM RD.
WN E �
S
o
*SITE* o
QP
yrw' SHERLOCK DR
INTERSTATE 40
z
Q
US HWY 64
VICINITY MAP
NOT TO SCALE
f�
LEGEND ABBRE IA
TEXT:
CB - CATCH BASIN
CMP - CORRUGATED METAL PIPE
CO - CLEAN OUT
DB - DEED BOOK
DI-- DROP INLET
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EN - EXISTING NAIL
EOG-EDGE OF GRAVEL
EOP - EDGE OF PAVEMENT
FH - FIRE HYDRANT
FP - FLAG POLE
FV - FIRE VALVE
GM - GAS METER
GV-GAS VALVE
GW - GUY WIRE
HDPE - SMOOTH BORE HIGH DENSITY POLYETHYLENE PIPE
HVAC - HEATINGICOOLING UNIT
LPST- LAMPPOST
(M)-MEASURED
NCGS - NORTH CAROLINA GEODETIC SURVEY
PBX -POWER BOX
PM - POWER METER
POB - POINT OF BEGINNING
PP -POWER POLE
(R) - RECORDED
RAN - RIGHT-OF-WAY
RCP - REINFORCED CONCRETE PIPE
SDMH - STORM DRAIN MANHOLE
SSMH - SANITARY SEWER MANHOLE
SQ.FT. - SQUARE FEET
WV - WATER VALVE
SITE DATA
Owner:
SMG LEASING ASSOCIATES
208 OLD MOCKSVILLE ROAD
STATESVILLE, NC 28625
704-838-8245
Project Address:
152 SHERLOCK DRIVE
STATESVILLE, NORTH CAROLINA 28625
Property Information:
PIN: 4755-87-5333 & 4755-87-1399
DEED BOOK 1478, PAGE 2186
DEED BOOK 2462, PAGE 1183
TOTAL ACREAGE = 5.3 AC.
ZONING: RA
SETBACKS:
FRONT = 25
REAR — 25
SIDES = 10'
MAX. BUILDING HT. = 50'
Parking:
REQUIRED PARKING PHASE 2
USING THE CATEGORY OF "HEALTH/DENTAL PRACTITIONERS
OFFICE" FROM THE CITY OF STATESVILLE UNIFIED
DEVELOPMENT ORDINANCE.
6.0 SPACES PER 1,000 GFA
5,830/1,000 X 6.0 = 35 SPACES
PROVIDED PARKING
STANDARD PARKING SPACES (9'X20') = 33
REGULAR HANDICAP SPACES (13'X20') = 1
VAN ACCESSIBLE HANDICAP SPACES (16'X20') = 1
THE INTENT OF THIS PLAN IN TO MEET THE REQUIREMENTS OF THE CITY OF
STATESVILLE LANDSCAPING ORDINANCE, ADDITIONAL LANDSCAPING (NOT SHOWN ON
THIS PLAN) MAY BE PROVIDED BY THE OWNER TO FURTHER ENHANCE THE APPEARANCE
OF THE OVERALL SITE / PROJECT.
PLANTING SCHEDULE PHASE 2
SYMBOL
QTY.
COMMON NAME
SCIENTIFIC NAME
MIN. SIZE
SHADE TREES
0
RED MAPLE
Acer rubrum
2.5" CAL./8' HT
0
SHUMARD OAK
Quercus shumardii
2.5"CAL./8' HT.
0
LITTLELEAF LINDEN
Tilia cordata
2.5"CAL./8' HT
4
LACEBARK ELM
Ulmus parvifolia
2.5"CAL./8' HT
0
SOUTHERN RED OAK
Quercus falcata
2.5"CAL. 8' HT
ORNAMENTAL TREES
2
WASHINGTON HAWTHORN
Crataegus phaenopyrum
1.25"CAL./6' HT.
2
EASTERN REDBUD
Cercis canadensis
1.25"CAL./6' HT.
LARGE SHRUBS
0
JAPANESE ANDROMEDIA
Pieris Japonica
3' HT.
0
CHINESE HOLLY
Ilex cornuta
3' HT.
0
THUNBERG SPIREA
Spirea thunbergii
3' HT.
0
OAKLEAF HYDRANGEA
Hydrangea uercifolia
3' HT.
0
SHOWYJASMINE
Jaminum floridum
3' HT.
2 R20.5'
TYPE"A"LANDSCAPE \ _
2
BUFFERYARD, SEE SHEET
C1.0 INSTALLED DURING
PHASE 1
ri
-a
1. SEE SHEET C4.0 FOR STORM DRAINAGE DATA CHARTS
2. SEE SHEET C1.0 FOR PHASE 1 CONSTRUCTION-
o - �v SMG LEASING ASSOCIATES, GP ti �e
\- D.B. 1478, PG. 2186
PIN 4755 87 5333 1i .. R4.0'
LEGEND OF SYMBOLS
LINE:
NE
PROPERTY LI
PROPERTY LINE (NOT SURVEYED)
EASEMENT — — —
SETBACK — — — — — — — — — — — — — —
WATER LINE W W
SANITARY SEWER PIPE SS SS
STORM DRAIN PIPE
FENCE
TREE LINE
Required Landscaping:
TYPE "A" LANDSCAPE BUFFER YARD
8' WIDE CONTAINING (PER 100 LINEAR FEET)
2 ORNAMENTAL TREES (12 POINTS @ 6 EACH)
14 MEDIUM SHRUBS (28 POINTS @ 2 EACH)
TOTAL POINTS PROVIDED = 40 (REQUIRED)
"STREET" BUFFER YARD
8' WIDE CONTAINING (PER 100 LINEAR FEET)
3 SHADE TREES (36 POINTS 0 12 EACH)
TOTAL POINTS PROVIDED = 36 (REQUIRED)
PARKING LOT LANDSCAPE REQUIREMENTS
NUMBER OF SPACES 35
REQUIRING — 38 POINTS
4 SHADE TREES
—OR-
2 SHADE TREES AND 3 ORNAMENTAL TREES
SEE DETAIL THIS SHEET FOR TREE PLANTING
DETAIL AND PLANT SCHEDULE
Survey Information:
PLAT AND BOUNDARY SURVEY PREPARED BY
OTHERS
TOPOGRAPHIC INFORMATION FIELD GATHERED BY
G.L. WILSON BUILDING COMPANY ON APRIL 20,
2016.
.0' ZONED RA�t �4.0
\ r WPM R4.0'
\JL3t8
X.`
R62.0' 6�
O y R1320
"STREET" LANDSCAPE \
BUFFERYARD SEE SHEET C1.0, \ 6�
PHASE 1 CONSTRUCTION \\ yx31 A�ox
`�
\ R38.0'
GRAVEL PAVING SECTION \
\ R62.0'
0 STANDARD ASPHALT PAVING SECTION
HD ASPHALT PAVING SECTION \
\NI
EXISTING WOODLANDS TO
SERVE AS TYPE "A"
LANDSCAPE BUFFERYARD.
f t
j( \
EXISTING WOODLANDS TO
SERVE AS TYPE "A"
LANDSCAPE BUFFERYARD
\ i
jC' \
/l \
20 0 10 20 40 60
TECHNICAL REVIEW COMMITTEE
PLAN APPROVAL SIGNATURE BLOCK
Planning Director Date
Public Works Director Date
Electrical Utilities Director Date
Fue Marshal Date
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NO 28625-8506
a"o"E 704.872.2411 r. 704.872.8281 EMAIL [e-mail]
Commercial and Industrial Construction Since 1945
BU/�oi2;
CAR0
\�SpN
io
?•°�i
SPO=pA
°S(t
F-0267 T � =-
_
:171
CC/AiL
On 1996
rH CA?,°
4/19/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
�.,...-o,., vrwvvry at : raa
ISSUED DATE : 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
SITE PLAN
PHASE2
(FUTURE)
C 1 0 1

+ \ + + + + + + + + + + + + + + + j 13 PAC
+ + + + +
+:r-.+ + \
+ + + + + +
+ + + + + + + + +++ 0 c 0. s a8
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+ \ + + + + < u� )_ l
+\ �+ + + + + + D 1` SPA,S
\+O + + + + + �y5 ° 9ne Z I SMG LEASING ASSOCIATES, LLC r
{- \ + + + -.+ c; 8 _ L' O I I D.B. 4755 7 399 + + 1
� E �y _ _ PIN 4�55 87 1399
+\ + + D
\+� + +
F,: 8 9.18
NE RA
1I + + + + +
+ ++ +++ +
Fc 9O
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+ + +
+
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D
\ n
+ z
\ + I + + + + + + + +
o O _co 00M
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Ppl� ram... _
SMG LEASING ASSOCIATES, GP C UNITS�a -J + + + +
�+ + + + + +
\
oo _- - D.B. 1478, Pc. 2186 f + I � . + + + + + + +
PIN 4755 87 5333 ._\_ '..+ + + + ... + +:. + + ++
\ - CDZONED RA ---- -
\I- n +1D+
�� " + + + + +
NECK ITS
--12" PVC YI \ JJ + I + -♦- +yj + + ' + + + + + " + + +
+
+
- - -- PROPOSED PS -
� TOP EL.= 681.25 .� -�` + I + + .. + + + + + +
\ -. ;. / - _. _. _ _._. - _. _.. __ - __ _ - •o� INV IN"= 875. + 1+ _+ + + + + + + +
+ + + + + + + + + ST4IESVILLE HMA INC.
+ I + + + + r + + + + + y D.B. 1221. PG. 373
+ + + + + + + + + + PIN 4755777934
+ + + + + + +
r91d� ar I + +
\ + ZONED o+Iz
+ +
I + ++ + + + + + -
+ + +
+ I +
+ + + + + + + + +
+
+ ++ +++++++ +++++++
\
+ I + ... + + + + +
1 + + + + + + + +
\ d6 + + + + + + + +t
+ + +
+ +. + + +_ + + +
++ + +
SHEET NOTES:
1. SEE SHEETS C4.1 AND C4.2 FOR STORMWATER MANAGEMENT + +�\\�- -\. �\ /j �� -- _
DETAILS.
2. SPOT ELEVATIONS ARE TO TOP OF CURB UNO. + - _ h\��� =� j + En En
--- - -
t _
+ \ + + + + + + $ - - --- -
+' } + + + + + + -+ + + + + + + +
+-
+ �--,1
\ + \ + + + + + + + + + + +" + + \\ + + + + -}
+ \+ +' - + + + + + + + + + + + + 4
R + + + + + + + + + + + +, + + +
+ + �+��+`
- \+ + + + + + + + + + + + + + + + + + +
�! + + + + +- + + + + + + + + + + + + + + + + +
+ + -F + + + + + + 4- + + + + + + + + + + + - + + + + + + + + +
+ + +
- + _..+ + + + + + +. + ...+ + ...+ + + -+. + + + + +-+...
NAME ON
Sewer Network Table
STRUCTURE UP STRUCTURE DOWN INVERT FT UP INVERT FT LENGTH FT SLOPE 9 MATERIAL SHAPE SIZE IN WIDTH IN MANNING'S N
P6 CB-3 CB-2 882.87 883.35 24.00 2.011 Concrete Circular 15.0 0.0 0.0130
P7 CB-4 CB-3 874.67 882.67 126.90 6.304 Concrete Circular 15.0 0.0 0.0130
P13 is-10 CB-4 873.18 874.47 29.01 4.447 Concrete Circular 15.0 0.0 0.0130
P12 JB-10 CB-1 873.13 874.06 53.49 1.730 Concrete Circular 18.0 0.0 0.0130
P17 JB-13 JB-10 872.74 872.93 19.03 1.000 Concrete Circular 18.0 0.0 0.0130
P4 CB-7 CB-8 883.42 884.70 63.97 2.001 Concrete Circular 15.0 0.0 0.0130
P3 CB-5 CB-7 874.60 883.17 99.16 8.638 Concrete Circular 18.0 0.0 0.0130
P14 JB-11 CB-6 873.23 874.66 48.47 2.943 Concrete Circular 15.0 0.0 0.0130
P15 JB-11 CB-5 873.23 874.35 13.25 8.488 Concrete Circular 18.0 0.0 0.0130
P16 JB-12 JB-11 872.74 872.98 13.28 1.808 Concrete Circular 18.0 0.0 0.0130
P18 18" FES OCS 868.95 869.50 155.13 1.00 Concrete Circular 18.0 0.0 0.0130
Sewer Network Table
Sewer Network Table
NAME
NORTHING
EASTING
RIM ELEV FT
BASE ELEV FT
INVERT -IN ELEV FT
INVERT -OUT ELEV FT
TYPE
STRUCTURE ID
INLET ID
CB-1
757295.77
1458374.09
877.76
874.06
N/A
874.06
Box Structu
a Box2
Drop Inlet
CB-2
757146.02
1458232.61
887.35
883.35
N/A
883.35
Box Structu
a Box2
Catch Basin
CB-3
757166.75
1458244.72
886.94
882.67
882.87
882.67
Box Structu
a Box2
Catch Basin
CB-4
757240.95
14 88347.66
878.47
874.47
874.72
874.47
Box Structu
a Box2
Drop Inlet
JB-10
757264.49
1458330.70
878.93
872.93
873.18
872.93
Box Structu
a Box
Ring & Cover
JB-13
757282.70
1458325.17
878.87
872.54
872.74
870.74 sum
30" N o las
MH1
Rinq & Cover
CB-6
757380.71
1458360.54
879.08
874.66
N/A
874.66
Box Structu
a Box2
Drop Inlet
CB-8
757407.00
1458153.48
888.66
884.70
N/A
884.70
Box Structu
a Box2
Catch Basin
CB-7
757418.34
1458216.43
888.70
883.1
883.42
883.17
Box Structu
a7 Box2
Catch Basin
CB-5
757402.06
1458314.24
880.03
874.35
874.60
874.35
Box Structu
e Box2
Drop Inlet
JB-11
757388.89
1458312.76
880.38
1872.98
873.23
872.98
Box Structu
e Box2
Ring & Cover
JB-12
757375.81
1458-110.52
880.19
1872.54
879.74
870.74 s -mn,
Ring & Cover
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NO 28625-8506
PHONE [phone] FAx [phone] EMAIL [e-mail]
Commercial and Industrial Construction Since 1945
`„Iluinuili
CARS
G�FtPORgT �� ?� �aFE 14
F o'__ �y
F-0267
SEAL
Iy cnRo 0,; 4ARK
4/19/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
ISSUED DATE: 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
GRADING &
DRAINAGE PLAN
PHASE 1

+ \ + + + + + t T + I + + + + + + + + + -r / / Q� \ � J..-.- `\ -
\+ + + + + + + + + + + + + + + 13 SPAC
+ + yj V
+ \\+ + + + + + + + + + + + + + + +___
+ + + _+ + + + + + j
+ + + + + + + + ++++++++ �e -
�
+ \+ + + + + + + + + �
+ \ + + + + + + + + + + + +
+ \ + + + + + + +
4\ �+ + + + + +
\+o+++++
\°m+ +
+++-
+ vv + +
01)
� 0
+\}+++
Q --
O
- - - -
FA
� ese o ' o o SMG LEASING ASSOCIATES, GP
- �- x
.-< D.B.
4755 E� unlTs
CO PIN 4755 87 533J
333
-
V C ZONED RA - -- C
\ Y = o r - --_i
i
�q-
� FC F's8025.
\\ / .'.. d ..*. 88OROPOSED PS
0 - TOP EL _ 4. ' 8911.2
N
/ IN -
r -
�r w I V 875-69
\ y
-- - 17 5P ES
SHEET NOTES:
1. SPOT ELEVATIONS ARE TO TOP OF CURB UN0.
2. THE FOLLOWING STRUCTURES ARE TO BE CONVERTED FROM DROP
INLETS TO CATCH BASINS: CB-1, CB-4, CB-5, AND CB-6.
\\ �/
71
+ ---e ;aye — ii + + TI
-
\ +�
+\ + + T -ass _ = + + 4-
+ + T + + _ _ _-f� + + + +
+ + + + - + + + + + + + - +-- + + + +
+ \+ - + + + + + + + + + +
+\ + 4- + + + +
+
+
+ + + + + + +
+ + + + + ` + + + + + + +
_ + + + + + + + + + +
\ + + + + + + + + + + + + + + + + + +
20 0 10 20 40 60 + + + + + + + + + + + +
\+ + + + + + + + + + + + + + +
+\ + + + + + + + + + + + + + +
+
I
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7 0
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+ + �-.
+ +
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+ + 40
+ + + +
- - + + + + + +
+ + + + + + +
+ + + + + S+MG+ L�41I G+A�SMATFS- LLC
B. 24 2, P01183
+ I + V + + + PIN 4T55 87t39� + +
+ + - + + + +ZONEDFRA
+ I + + + + + + + +
+ I0+ + + + + + +
+ + + + + + + +
I-� + + + + + + + + +
+I + + + + + + + +
/I+ + + + + + + + +
_ +I + + + + + + + +
+ I+ + + + + + + + +
r
+I + + + + + + + +
+ .+J + + + + + + + + +
--- ��� + I + + + + + + + +
+ + + + + + + + + + - STATESVILLE HMA INC.
/ + + + ' + + + + + + D.B. 1221, PG. 373
+ +. + + + + + + + + + PIN 4755777934
+ + I + + +- + + + + — t ZONED 0+12
+ __+ + + -+ + + + + + +
+ + + I + + + + + + +
�� lu + + + + + + + + — +
/ I + + + + + + +
+ + + + + + + + +
+ + + + + + +
+ + + + + +
I+ + + + + + +
+ 41 + + + + + + + +
+ I+ + + + + + +
+ I + + + + + + +
+ + + + + + + + +
+ + I + + + + + + +
+ + I + + + + +
+ + +I
t + I
+ + + +
+
I + + + +
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NC 2862"506
PHONE [phone] FAX [phone] EMAIL [e-mail]
Commercial and Industrial Construction Since 1945
\\\unllUq
°SpN Bu/� ''•, �\� CARP
`.�\, RPOR Oi,Gc;•/ \�Ot�,�oEE / ,
F-0267
7365 SEAL
1\0
O
�
y caR° ",, MARK ZP
����lllll 111\\\\\
4/19/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
ISSUED DATE : 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
GRADING PLAN
PHASE 2
(FUTURE)
� C201 �

12" FILTREX SILTSOXX
DOUBLE STACKED
INSTALL IN ACCORDANCE
TU IRS
APPROVED BY IREDELL COUNTY / ���— \ ` „� RECOMM ND TI NS.
DEVELOPMENT SERVICES— PLANNING DIVISION �S ass ASS ��`=
— EROSION CONTROL SECTION MAY 22 2017,
1 )
PREOJECT ID IREDE-2017-078 I BAFFLES
SKIMMER BASIN C3.3
'
� j t �. ,I
LEGEND OF S I �®L� I C3.3 S III
AND ABBREVIATIONS
TEXT:
k.x�
CB - CATCH BASIN
CMP- CORRUGATED METAL PIPE
CO- CLEAN OUT
\
FENCE C3.2 \
DB - DEED BOOK
DI - DROP INLET
ECM - EXISTING CONCRETE MONUMENT
EIP- EXISTING IRON PIPE
ON ROD
EN- EXISTING NAIL
EOG - EDGE OF GRAVEL
EDP -EDGE OF PAVEMENT
FH - FIRE HYDRANT - - -
�\ \
FP - FLAG POLE
FV-FIREVALVE
GM - GAS METER
GV - GAS VALVE - ` - \\ • -� ��
GW- GUY WIRE I - •,�n'C \V ` O _
HOPE - SMOOTH BORE HIGH DENSITY POLYETHYLENE PIPE-
HVAC- HEATING/COOLING UNIT
LPST- LAMPPOST SKIMMER BASIN
(M)-MEASURED - - -
NCGS - NORTH CAROLINA GEODETIC SURVEY OUTLET STRUCTURE ,, ��m :XY`i 12
PBX - POWER BOX I-'1--�.—� l� C3.2
North Carolina One —Call Center
MOO T. Ne.drsvi,. Ro.d, S.ile M7
Greensboro NortL Carolina 27407
(010) 65 -5760
o2 DAYS KFIX DIOUNG IN
NORM CWOUNR
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUNU LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call BEFORE you DIG!
11It's The Law"
GENERAL NOTES
1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
NCDENR'S DESIGN MANUAL AND PRACTICES AND SHALL BE INSPECTED AND MAINTAINED
ON A MONTHLY BASIS AND AS NEEDED FOLLOWING PEAK RAINFALL EVENTS.
2. THE SOIL TYPES ARE CmD2 (CECIL SANDY LOAM 10-15%) AND CsE2 (CECIL SOILS,
15-25%)
3. THE SUBJECT PROJECT IS NOT LOCATED IN A PROTECTED WATERSHED DISTRICT.
4. TOPOGRAPHIC DATA WAS FIELD GATHERED BY G.L. WILSON BUILDING COMPANY ON APRIL
20, 2016.
5. EROSION CONTROL MEASURES ARE TO BE IN PLACE BEFORE LAND DISTURBING ACTIVITIE
COMMENCE.
E SEED ALL EXPOSED AREAS PER THE STABILIZATION TIMEFRAME TABLE AS SHOWN ON
SHEET C3.2.
1Q 7. CONCERNS WITH EROSION CONTROL ISSUES DURING CONSTRUCTION ARE TO BE
DIRECTED TO:
D. MARK TART, PE
G. L. WILSON BUILDING CO.
190 WILSON K ROAD
PM- POWER METER
POB- POINT OF BEGINNING PHONE: V704 87222411 EXT. 247
\ \ \
PP -POWER POLE - -- �` _. -, � �\ Y -
/ T
R/W-RIcoRDED I �X Asa\/' , - 8. STORM WATER FLOWS OFF THE SMG LEASING SITE ON THE EAST SIDE. THE STORMWATER THAT
RNV-RIGHTOR WAY ]-
-- \ FLOWS TOWARD THE EAST SHEET FLOWS TO AN EXISTING WET WEATHER DRAIN FLOWING TO THE
RCP -REINFORCED CONCRETE PIPE SILT FENCE � � � _ -
C3.2 i \
` ' ; � / ` NORTH. THIS CHANNEL CARRIES STORMWATER FROM INTERSTATE 40.
SDMH -STORM DRAIN MANHOLE
SSMH- SANITARY SEWER MANHOLE> -
SOFT. - SQUARE FEET
WV- WATER VALVE N T TI
LEGEND SYMBOLSI - � 7 v COS RUC ON SEQUENCE
I SILT FENCE - - --
AO / C3.2 i -" ` 1. CC\TACT IREDELL COUNTY EROSION CONTROL INSPECTOR RANDALL MOORE
LINE: I / / _ / o \ v (-=4)832-2352 FOR AN ONSITE PRE -CONSTRUCTION MEETING.
PROPERTY LINE 2 C LAR SITE AS NECESSARY 10 INSTALL PHASE 1 EROSION CONTROL MEASURES.
r 3. LC ATE LIMITS OF CONSTRUCTION.
PROPERTY LINE (NOT SURVEYED) _ I � � � � V �
EASEMENT - - 4 INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN ON PLAN.
SETBACK - - - - - - - - - - - - - _ j _ \ 5 INSTALL SKIMMER BASIN, OUTLET STRUCTURE; TEMPORARILY SEED ALL NEW DISTURBED
WATERLINE W W \._____ �.-..—___- - _. /
SANITARY SEWER PIPE SS SS _ /- - - / �-------- \ � �\ \ A -.=AS FROM THE INSTALLATION OF NEWLY INSTALLED EROSION CONTROL MEASURES.
STORM DRAIN PIPE EEEI�r -EMENEI (CV ACT IREDELL COUNTY EROSION CONTROL INSPECTOR RANDALL MOORE
�a 6. C T
FENCE ,----� �In 704 832-2352 TO INSPECT APPROVE MEASURES.
- Q' I )
TREE LINE — - Q - - _ \ V 7. ---EAR AN �� ` _ \ 8 A D GRUB E THE REMAINDER OF THE SITE, INCLUDING REMOVAL OF TREES,
� NY EXISTING DEBRIS AND ALL WOODY OR VEGETATIVE MATERIAL ENCOUNTERED ON
J HE SITE.
� I } �� \ I _ � \ TRIP TOPSOIL AND ANY UNDESIRABLE SOIL ENCOUNTERED FROM THE CONSTRUCTION
-1 ~' ~ \ \ \ N -REAS OF THE SITE. TOPSOIL AND ANY UNDESIRABLE SOIL TO BE USED IN
- - - \ON -STRUCTURAL AREAS OF THE PROJECT SITE IF EXCESS MATERIAL REMAINS ONCE
SMG LEASING ASSOCIATES, GP — - \ \ �`
I \ � 1NAL GRADES ARE ACHIEVED.
D.B. 1478, PG 2186 - - . - - �� \J 9. GRADE THE SITE,
STATESVILLE HMA INC. I PIN 4755 87 5333 e�N - 10 OR FILL SLOPES GREATER THAN 7', CONTRACTOR SHALL MAINTAIN DIVERSIONS ALONG
� \ I
D.B. 1221, PG. 373 _ ZONED RA _ A e T -E TOP OF THE FILL SLOPE AND SLOPE DRAINS DURING THE FILL PLACEMENT
STABILIZED IS - P- CESS. DIVERSIONS AND SLOPE DRAINS SHALL REMAIN IN PLACE UNTIL THE FILL
CONSTRUCTION 6 / --
PIN 4755777934 /
ZONED 0+12 r \ � � \ � T
ENTRANCE C3.2 �_ / M� ES HAVE BEEN ADEQUATELY STABILIZED NTH ESTABLISHED VEGETATION.
I - � \ 11 Mr `TAIN SILT FENCE, CONSTRUCTION ENTRANCE AND ALL SUCH OTHER SEDIMENTATION
A CCU-ROL DEVICES AS MAY BE USED ON THE SITE.
\ 12. SE=: ALL EXPOSED AREAS PER THE STABILIZATION TIMEFRAME TABLE AS SHOWN ON
/� \\
z aHL T C3.2,
3 INS -'_L STONE BASE IN BUILDING AND PARKING AREA SUB -GRADES. BEGIN FACILITY
f _ �\ \ ON -RUCTION.
000 0 ----- _ - A '4. BEG `, PHASE 2 EROSION CONTROL PLAN.
iCj
�� se I
i�-
\
A
\ \
-
U
Q OO O 4\
EROSION CONTROL TROL SYM
BO
LS°000
0O°II �
Oan -LIMITS CLEARING °O
-0 O ° CO O 0°° -oy O TD-—TD-TEMPORARY DIVERSION ° �P
OO ro0Ln I /� 0 ° x824.15 -SPOT ELEVATION
OO °" -FLOW DIRECTION INDICATOROO SMG LEA NO ASSOS, LLC°O „�
O O SB. zasz, Pc. 118
J PIN 4755 87 139 ERR -RIP RAP CHANNEL \...
\ r ZONED RA
BSZtj 0GL -GRASS LINED CHANNEL
CO
° v �� }�,� \ r7TSD -TEMPORARY SLOPE DRAIN
CD 0
I G1V ® CATCH BASIN
- _. - ._ - -- - - - - -' � - - SF -SILT FENCE
- - - - - - - - - - -�
AV -OUTLET PROTECTION
- - - - - - - - - - � -INLET PROTECTION
.
a$' Chi � � °� � t� ��� � \ � • � �, � � ��.'�\� -V � V' i � I N - - - - - - - - - - - - -FLARED END SECTION
NOb813S _LNObJ .SZ
-
c( CA C2 - -PERMANENT SEEDING
a00 -N-
I
TEMPORARY SEEDING
O
SEE CONSTRUCTION
SEQUENCE FOR
TEMPORARY SEEDING
I V
\ REQUIREMENTS
- SLOPE PROTECTION - MATTING
C/z E
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NC 28625-8506
PHONE [phone] Pox 704.872.8281 EMAIL build@gI%sAh I.GOrn
Commercial and Industrial Construction Since 1945
5pN BU/"'''' CARP
F-0267
SEAL :17/365
rh cAR° 799
MARK \1\0'
5/2/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
DESIGN NO.: 2016-075 DRAWN BY
ISSUED DATE: 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
EROSION
CONTROL PLAN
PHASE 1
C300
,

1 ® T T T t 7 1- ":. + + i-. + + + + + + + '+ + + + + + + + +
+ + + + 1 + `ate• + + + - +. _+ + + + + + + + -+ + + + +` + + + + +. + + + +
+ + + + + +. + + + + + + + + .. + + + + + + + + + + + + + + + + + + +
+ + + +I + J + + + + + + + + + + + + +' + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + ++ + + + + + + + + + + + + + + + + + + + + + + + . +- + -+ +
+ + + + + + + + + + + + + + +' + +,+. +I, + + + + + + +- + + + + +
+ + 1 a + +,'k + +/� + + + + +, + + + + + + + + + + + + + +
12" FILTREX SILTSOXX \
DOUBLE STACKED + + + + + +
+ + + INSTALL IN ACCORDANCE + +' + + + + + + + + + + + + + \ +
+ + + + WITH MANUFACTURERS �` _ + + + + + + + + +
RECOMMENDATIONS. F + + + + + + + + + + + + + + + �}
l / + +�� + / + + + + + .. + + + + + + \ +
+ + + ` + + + + + + + + + + + + +\ +
I + -ds pass 4s � + +�
1 + - + +,+ + + _+ + + + + + +
LIMITS OF CLEARING + + + + + + + \
AREA = 2.18 ACRES + + 1 -+ +
APPROVED BY IREDELL COUNTY + + + + + + + +_+ + + + + +'+ + + + + +_ + + + + + + +7+ t + t +\+ +
DEVELOPMENT SERVICES— PLANNING DIVISION + + + + + + + 1 + + + + + 4- + + SILT FENCE C32 + \�
r + + +
— EROSION CONTROL SECTION MAY 2, 2017, + + \
PREOJECT ID IREDE-2017-078 + + + + + + + + + + + + +
11 \ < <
+ + + 1 P ` ` \\ z + \+
\
< _
+
LIEEiEND OF SYMBOLS + + +
AND ABBREVIATIONS
TEXT:
CB -CATCH BASIN + + + `ny-
COP CLEAN OUTTED METAL PIPE + +..
DB - DEED BOOK DI - DROP INLET + + 1 �`1\���\"`\\\�\`T\\\C'`•�"J ./ d� _. \�\'�\\\ ��
ECM - EXISTING CONCRETE MONUMENT -
EIP - EXISTING IRON PIPE + +_
EIR- EXIBTING IRON ROD + +-
EN - EXISTING NAIL + +-.-_ +
EOG - EDGE OF GRAVEL _ - -- - - - - - _
EOP - EDGE OF PAVEMENT + + < - TYP
FH - FIRE HYDRANT + -. +. - -+ >�< - :C33_2
--
FP - FLAGPOLE - - � �
FV -FIRE VALVE + + + -
GM -GAS METER I //7�� t .\. _- -
GV - GAS VALVE - + + + c-(-` _ r+ < }` x ..
GW -GUY WIRE % + + + + U
HDPE- SMOOTH BORE HIGH DENSITY POLYETH SILT FENCE
HVAC- HEATING/COOLING UNIT + +-
LPST- LAMPPOST + + --. + + < . / , I PST - - _PS
NCGMEASURED I < - 1
NCGS -NORTH CAROLINA GEODETIC SURVEY + -}- -{- �!- -}� _ --- - -
PBX -POWER BOX + +_ -+ I + v ' ./ - _ -
PM-POWERMETER - ... /,� - _ _ _
POB- POINT OF BEGINNING -+ + + VAC` - �l 7
PP- POWER POLE
l+Qk — SILT FENCE
---
(R)-RECORDED i- + - + I � A p16i 1 .:, �"�". � � •. _. - - C3.2 -
R!W - RIGHT-OF-WAY - + + + I+
RCP- REINFORCED CONCRETE PIPE -
SDMH - STORM DRAIN MANHOLE i- + + 1 +
SSMH - SANITARY SEWER MANHOLE-
SQ.FT. - SQUARE FEET + - .+ +-
WV -WATER VALVE LEGEND O SY19iI OLS �. -I- + + + +I
LINE: I- + +
PROPERTY LINE + . + +Q l / IA OAd 21,
PROPERTY LINE (NOT SURVEYED) - - - ---
EASEMENT
__-------_—_—_ + + +Wi Z c�c, Sllf _
WATERLINE W W
SANITARY SEWER PIPE SS SS + + -� _ _ _ _ -. -' _ -_ - _ -. - --.
< - -
STORM DRAIN PIPE �- --- + _ - + +� + _-
PENCETREELINE - _ x - + + o- \IN 'HO3 SMG LEASING ASSOCIATES,. CP - m
+ + + D_ __ -_ - D.B. 1478, PG. 2186 r w�.N _. _ -- - - ---------
STABILIZED — --
PIN 4755 87 5333 - � z,n o _
+ + � C; m m M
__- S
CONSTRUCTION _6 STATESVILLE HMA 1INC + t + J \ ZONED RA _ � _ \
C32 D.B.�1221, PG. 373 I / _ - O
ENTRANCE + + + r�47s5 7934+ + + �- �
+ + + ZONED 0+4- + + � S � �.. _ - - - - - - --O___:�
Y
+ + + + _ P S -- / ---
S+ — — z
LIMITS OF CLEARING
AREA = 2,18 ACRES
GENERAL
or
ASor
N TES
1. ALL EROSION CONTROL MEURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
NCDENR'S DESIGN MANUAL AND PRACTICES AND SHALL BE INSPECTED AND MAINTAINED
ON A MONTHLY BASIS AND AS NEEDED FOLLOWING PEAK RAINFALL EVENTS.
2. THE SOIL TYPES ARE CmD2 (CECIL SANDY LOAM, 10-15%) AND CsE2 (CECIL SOILS,
15-25%)
3. THE SUBJECT PROJECT IS NOT LOCATED IN A PROTECTED WATERSHED DISTRICT.
4. TOPOGRAPHIC DATA WAS FIELD GATHERED BY G.L. WILSON BUILDING COMPANY ON APRIL
20, 2016,
5. EROSION CONTROL MEASURES ARE TO BE IN PLACE BEFORE LAND DISTURBING ACTIVITIES
COMMENCE.
6. SEED ALL EXPOSED AREAS PER THE STABILIZATION TIMEFRAME TABLE BELOW.
7. CONCERNS WITH EROSION CONTROL ISSUES DURING CONSTRUCTION ARE TO BE
DIRECTED TO:
D. MARK TART, PE
G. L. WILSON BUILDING CO.
190 WILSON PARK ROAD
STATESVILLE INC 28677
PHONE: [phone] EXT. 247
+ + + � s —+
+ + v� I / — o + \+
,. .• •- F
•
Y
Q O
QP
U
(Sr
0 0 - 1
O q o O o o f ��� TYP G\ +++ + O+\
✓ /
11� 0000
O 0 0 0 q0 Q0 ! _
sF 00 00 000. 0 1 2 S KdS ;l > + + + + (p \+
sF / 00 '000000 0 1 -- - / / / + + + + + o+\
00 00. 00 v,� + + + + + +r \}
0 0 0 ° 0 0 0 0 , ' 0 O �- �i9:°' — I - - Off' + + + + + + + \ +
+ + + + + + + +\ 4
0 0 0 � L__, _ .- I ;-: _ _- � sMc LE D6�246ASSOC 83TEs, cLe � + + +_ + + + + + \+ EROSION CONTROL SYMBOLS
PIN 475E 6I 13 9 + + + + _+ + + + \
ZONED RA - � G4. _
I ' + + + + + + + + + +\ + TD -- STD -TEMPORARY DIVERSION
n. / / r + + + + + + + + + +
0Ilk\
�bd £� „824.15 -SPOT ELEVATION
+ + + + + + + + + + \ + -FLOW DIRECTION INDICATOR
+ + + + +- _ +_ + + + + + + +\ + ORR -RIP RAP CHANNEL
GL -GRASS LINED CHANNEL
o \
+ + ...+ + + + + + + + + + + + + + t \
�TSD -TEMPORARY SLOPE DRAIN
+ + + + + + + \ Hill -CATCH BASIN
' �kC I.. + + + + = + H- SF— -SILT FENCE
< / + + + + + + + + + + +1 Z ++ F + +
T -OUTLET PROTECTION
+ + +- - + + + + + + + -INLET PROTEC ON
I
I _ +
u + -FLARED END SECTION
. r
r,
+
CONSTRUCTION SEQUENCE
1. MAINTAIN SILT FENCE, CONSTRUCTION ENTRANCE AND ALL SUCH OTHER SEDIMENTATI
CONTROL DEVICES AS
MAY BE USED ON THE SITE.
2. BEGIN CONSTRUCTION OF UNDERGROUND DETENTION SYSTEM AND STORM DRAINAGE
SYSTEM.
3. INSTALL INLET PROTECTION AS STORM DRAINAGE STRUCTURES ARE COMPLETED,
4. CONSTRUCT CURB & GUTTER, SIDEWALK, AND OTHER HARDSCAPE. REPLACE HARDWAR
CLOTH & GRAVEL INLET PROTECTION WITH STANDARD INLET SEDIMENTATION CONTROL
DEVICES.
5. BACKFILL CURB & GUTTER
6. PERMANENT SEED AREAS PER STABILIZATION TIMEFRAME TABLE SHEET C3.2
7. REMOVE SILT FENCES AND OTHER SEDIMENTATION CONTROL DEVICES WHEN ALL
DISTURBED AREAS OF THE SITE HAVE BEEN STABILIZED.
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NC 28625-8506
PHONE [phone] PAX 704.872.8281 ...L [e-mail]
Commercial and Industrial Construction Since 1945
`",nuilufif�.
CARp'%
/o.
VT�_
= = �`4�D N
17365
:1Q A�ARK�P`i'\`
llllllll,,,,
5/2/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
ISSUES/REVISIONS
REV DATE DESCRIPTION BY
1 4/25/17 BASIN SIZE, ADD TSD @ TOE PSB
ADD SILTSOXX
2 5/2117 APPROVED, IREDE-2017-078 PSB
DESIGN NO.: 2016-075 DRAWN BY: PSB
ISSUED DATE: 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
EROSION
CONTROL PLAN
PHASE2
C301
c,ir y,T'-r. '?
f 1
1 11 1 "I I 1
-

-- - NEW STAMItZATI Nt TIUEFRAPAES
Site Area Description
Stabilisation
Tlmetrar a Exceptions
OPerimeter dikes, swales, ditches and slopes
7 days
None
Cw High Quality Water (HOW) Zones
7 days
None
L� Slopes steeper than 31
7 days
If slopes are I V or less in length and are not
steeper than 2.1, 14 days are allowed.
p Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
v All other areas with slopes flatter than 4:1
/4 days
None, except for perimeters and HOW Zones.
APPROVED BY IREDELL COUNTY 0
DEVELOPMENT SERVICES- PLANNING DIVISION
- EROSION CONTROL SECTION MAY 2, 2017,
PREOJECT ID IREDE-2017-078
OUTLET PROTECTION
Q SEE EROSION CONTROL PLAN FOR LOCATION(S)
3do
DIAMETER
OF PIPE
- do
2 DETAIL INFORMATION TAKEN
FROM THE NORTH CAROLINA
"EROSION AND SE
C.4.0 CONTROL PLANNINGIMENT AND
M
COX FILTER
Section A -A Hortn OR APPROVED
EQUAL
OUTLET
ID.
LENGTH
(Ed)
PIPE
DI(ddoo)ER
THICKNE
SS (d)
WIDTH AT
OUTLa )(3 x
WIDTH AT END
(do + La)
STONE
REQDUIRE
18" FES
10
1.50
1.13
4.5000
11'-6"
CLASS II
ALL UNITS ARE IN FEET UNLESS OTHERWISE NOTED
A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND
SOIL FOUNDATION.
PIPE OUTLET TO A FLAT AREA (NO WELL-DEFINED CHANNEL)
SEEDING SPECIFICATIONS
SEEDING INSTRUCTIONS rs TEMPORARY SEEDING
3:1 SLOPES
OR FLATTER
SEEDING MIXTURE:
1. APPLY
AGRICULTURAL LIME
AT THE RATE OF 90 lbs./1,000
S.F.
SPECIES RATE (Ib\acre)
2. APPLY
10-10-10 COMMERCIAL FERTILIZER AT THE RATE
OF 20 lbs./1,000 S.F.
TALL FESCUE 60 LBS./AC. OR 1.5 LBS./1,000 S.F.
3. SEED IN
ACCORDANCE WITH
THE FOLLOWNG SCHEDULE AND APPLICATION RATES:
BROWNTOP MILLET OR 35 LBS./AC. OR 3/4 LB./1,000 S.F.
SORGHUM SUDAN HYBRIDS 30 LBS./AC. OR 3/4 LB./1,000 S.F.
DATE
TYPE
PLANTING RATE
SOIL AMENDMENTS:
AUG. 15 -
NOV. 1
TALL FESCUE
300 lbs./AC. OR 7 lbs./1,000
S.F.
*NOV. 1
MARCH 1
TALL FESCUE
300 lbs./AC. OR 7 lbs./1,000
S.F.
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
4,000 Ib\acre GROUND AGRICULTURE LIMESTONE AND 1,000 Ib\acre
ABRUZZI RYE
25 lbs./AC. OR .5 Ibs./1,000
S.F.
10-10-10 FERTILIZER.
MARCH 1 -
APRIL 15
TALL FESCUE
300 Ibs./AC. OR 7 lbs./1,000
S.F.
MULCH:
APRIL 15 -
JULY 30
HULLED COMMON
30 Ibs./AC. OR 1 Ib./1,000 S.F.
BERMUDA GRASS
APPLY 4,000-5,000 Ib\acre GRAIN STRAW, OR EQUIVALENT COVER
OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY
JULY 15 -
AUGUST 15
TALL FESCUE AND
300 Ibs./AC. OR 7 Ibs./1,000
S.F.
TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE
BROWNTOP MILLET 35
Ibs./AC. OR 7/8 Ib./1,000 S.F.
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
OR SORGHUM SUDAN
30 Ibs./AC. OR 3/4 Ib./1,000
S.F.
HYBRIDS
4. MULCH WITH STRAW APPLIED AT THE RATE OF 1.5 BALES/1,000 S.F. J� SEED ALL EXPOSED AREAS PER THE STABILIZATION TIMEFRAME TABLE ON
j� THE EROSION CONTROL PLAN.
* HEAVILY MULCHED DURING JANUARY-MARCH PERIOD.
SLOPES GREATER THAT 3:1 TO 2:1 SLOPES
PS PERMANENT SEEDING
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 Ibs./1,000 S.F.
2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 Ibs./1,000 S.F.
SEEDING MIXTURE:
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
SPECIES RATE (Ib\acre)
DATE TYPE PLANTING RATE
TALL FESCUE 100
MARCH 1 - JUNE 1 SERICEA LESPEDEZA 50 Ibs./AC. OR 1.5
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
Ibs./1,000 S.F.
SEEDING NOTES:
MARCH - APRIL ADD TALL FESCUE 50 Ibs./AC. OR 3.5 Ibs./1,000 S.F.
OR
1. IN EASTERN PIEDMONT ADD 25 Ib\acre PENSACOLA BAHIAGRASS
MARCH - JUNE ADD WEEPING LOVEGRASS5 Ibs./AC. OR 1/8 D./1,000 S.F.
OR 10 Ib\acre CCMMCN BERMUDAGRASS. USE COMMON BERMUDAGRASS
ONLY WHERE IT IS UNLIKELY TO BECOME A PEST.
JUNE - SEPTEMBER 1 TALL FESCUE AND 60 Ibs./AC, OR 1.5 Ibs./1,000 S.F.
2. AFTER AUG. 15 USE UNSCARIFIED SERICEA SEED.
BROWNTOP MILLET 35 Ibs./AC. OR 3/4 Ibs./1,000 S.F.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
OR SORGHUM SUDAN 30 Ibs./AC. OR 3/4 Ibs./1,000 S.F.
SUBSTITUTE 40 Ib\acre BAHIAGRASS OR 15 Ib\acre BERMUDAGRASS.
HYBRIDS
4. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 Ib\acre
HULLED BERMUDAGRASS. HOWEVER, IT IS PREFERABLE TO SEED
SEPTEMBER - MARCH 1 SERICEA LESPEDEZA 70 Ibs./AC. OR 3/4 Ibs./1,000 S.F.
TEMPORARY COVED AND SEED FESCUE IN SEPT.
(unhulled - unscarified)
TALL FESCUE OR 150 Ibs./AC. OR 3.5 Ibs./1,000 S.F.
NURSE PLANTS:
MILLET OR SUDAN 20 Ibs./AC. OR 1/2 Ib./1,000 S.F,
BETWEEN MAY 1 AND AUG. 15, ADD 10 Ib\acre GERMAN MILLET OR
15 SUDANRYE Ib\acre PRIOR TO MAY 1 OR AFTER AUG. 15, ADD
***TEMPORARY - RESEED SEPTEMBER 1 AT RECOMMENDED RATES.
RYE,',RAIN).
40 Ib\acre N).
4. MULCH WITH 3" STRAW APPLIED AT THE RATE OF 50-90 Ibs./1,000 S,F, AND ANCHOR WITH
SEEDING DATES:
ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 gals./1,000 S.F. OR 800-1200
gals./AC.
BEST POSSIBLE
FALL AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
SEED BED PREPARATION NOTES:
LATE WINTER FEB. 15 - MAR. 21 FEB.1 - APR. 15
1. SURFACE WATER CONTOL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS.
DEEP.
OVERSEEDING OF KOBE LESPEDEZA OVER FALL -SEEDED TALL FESCUE
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3"
S VERY EFFECTIVE. USE UNHULLED BERMUDAGRASS SEED IN FALL.
TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4" TO 6" DEEP.
SOIL AMENDMENTS:
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.
APPLY LIME AND FERTI_ ZER ACCORDING TO SOIL TESTS, OR APPLY
SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY
4,000 Ib\acre GROUND AGRICULTURE LIMESTONE AND 1,000 Ib\acre
SMOOTH AND UNIFORM.
10-10-10 FERTILIZER.
4. IF NO SOIL TEST IS TAKEN, FERTILIZE AND LIME TO BE ACCORDING TO SEEDING
MULCH:
SPECIFICATIONS ABOVE, IN ADDITION, PROVIDE 15 Ibs./1,000 S.F. OF SUPERPHOSPHATE.
APPLY IE`. GRAIN STRAW, OR EQUIVALENT COVER
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.
UL
OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY
OTHER SUITABLE
TACKING WITH ASPHAL`, ROVING, OR NETTING. NETTING IS THE
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING
PREFERRED ANC-ORING METHOD ON STEEP SLOPES.
SEEDBED PREPARATION.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY
ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT MOWING IS
NOT NECESSA=". R=SEED, FERTILIZE, AND MULCH DAMAGED AREAS
IMMED'ATEL".
WASHED
STONE
FVO�
31
D3 HARDWARE CLOTH & GRAVEL
C3.2- INLET PROTECTION
N.T.S.
MAXIMUM
POST
CATCH BASIN SPACING OF
4'
r4ow
GALAVANIZED
HARDWARE WIRE
EXTENDS TO TOP
OF BOX STANDARD METAL
POST 2' IN
GROUND
#57 WASHED
STONE PLACED AT
A HEIGHT OF 16"
MIN. ABOVE TOP
SPACING OF 4' HLAN VILW
MAXIMUM
CONSTRUCTION SPECIFICATIONS: SECTION A -A
1, UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE - FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM O 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL
GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT. CLEAR THE MESH
WIRE OF ANY DEBRIS OR OTHER OBJECTS 0 PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO
DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
\ \ \ o� CLASS B RIP RAP (SEE SECTION THIRD BASIN BELOW)
/ RIP RAAHEADWALL
PIP
#57 WASHED STONE. V-0" THICK x 3'-0" HIGH MINIMUM
Notes:
z! 1. GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS
DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT
DRAIN 5 ACRES OR LESS.
PFF'SF_= FIVE V EN
2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
/ OTHERWISE NOTED.
FLOOD STORAGE ZONE RIP RAP
FI Olp �7y 3'� HEADWALL f-
I I I NATURAL
SEDIMENT I PIPE INVERT GROUND
STORAGE 20
AREAS TO BE DISTURBED \\ � �
(CUT, FILL, ETC.) 1.5 I' ,' -
- CLASS 8 RIP -RAP
MAXIMUM SEDIMENT DEPTI-- #57 WASHED STONE
(CLEAN OUT POINT)
T�V THRU sASN, FILTER AHD CU_VER_ PIPE
12 (PIPE INVERTS)
C32 GRAVEL & RIP RAP FILTER BERM BASIN
5 STANDARD INLET SEDIMENT CONTROL DEVICE
INSTAL_ TION DETAIL
DUMP S-RAP
1" REBAR FOR BAG
REMOVAL FORV NLE
S=JIME
N.T.S.
DETAIL INFORMATION TAKEN FROM THE NORTH O STRAW WATTLE CHECK DAM
CAROLINA "EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL". C3.2 INSTALL EVERY 50' OR AS XECESSARY
WOODEN STAKE WITH WATTLE
FILTER FABRIC ANCHORED TO THE TOP 1 12" DIAMETER STRAW FILLED WATTLE
OR DITCH LINER /
12' DIAMETER STRAW FILLED WATTLE
FASTENED TO WOODEN STAKE BY NAIL OR g
STAPLE
WOODEN STAKE PROFILE VIEW
Ir DITCHLINE
FILTER FABRIC �V
OR DITCH LINER FLOW
B" FABRIC STAPLE
DUMP
!APS
3AG LEIAL
DITCHLINE
O
NOTES:
..' 1. WATTLES SHALL BE FILLED WITH STRAW
OR OTHER APPROVED MATERIAL
2. SPACING FOR WATTLES SHALL BE
75' MAXIMUM.
3. WATTLES MAY BE USED FOR
PROTECTION OF CATCH BASINS AND
DROP INLETS WITH APPROVAL BY THE
STORMWATER UTILITY MANAGER OR
DESIGNEE.
DETAIL INFORMATION TAKEN FROM SEDIMENT (JILT) FENCE __.O
THE NORTH CAROLINA "EROSION
AND SEDIMENT CONTROL PLANNING SEE EROSION CONTROL PLAN FOR LOCATION c32
AND DESIGN MANUAL".
8' MAX. STANDARD STRENGTH
FABRIC WITH WIRE FENCE
--- 6' MAX. EXTRA STRENGTH
UPSLOPE SIDE PLASTIC OR WIRE
OF FENCE WIRE FENCE
EXTEND FABRIC AND FILTER FABRIC
WIRE INTO THE TRENCH 4" STEEL STAKE
MIN.
COMPACTED�SOIL'
SECTION PERSPECTIVE
CONSTRUCTION SPECIFICATIONS
MATERIALS:
1, USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS
SHOWN IN PART IN THE "SPECIFICATIONS FOR SEDIMENT FENCE FABRIC" TABLE BELOW,
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLENT RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM
OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120' F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT. STEEL WITH A MINIMUM LENGTH OF 5 FEET.
MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND
A MAXIMUM MESH SPACING OF 6 INCHES.
SPECIFICATIONS FOR SEDIMENT FENCE FABRIC
TEMPORARY SILT FENCE MATERIAL PROPERTY REQUIREMENTS
TEST MATERIAL UNITS SUPPORTED I UN-SUPPORTEDI TYPE OF
GRAB STRENGTH ASTM D 4632 N (LBS.) SILT FENCE SILT FENCE VALUE
MACHINE DIRECTION 400 550 MARV
(90) (90)
X-MACHINE DIRECTION 400 450 MARV
(90) (90)
PERMITIVITY ASTM D 4491 sec-1 0.05 0.05 MARV
APPARENT OPENING SIZE 2 ASTM D 4751 mm 0.60 0.60 MAX. ARV 3
(US SIEVE #) (30) (30)
ULTRAVIOLENT STABILITY ASTM D 4355 % RETAINED STRENWJ AFTER 500h OF70% AFTER 500h OF TYPICAL
EXPOSURE EXPOSURE
i SILT FENCE SUPPORT SHALL CONSIST OF 14 GAGE STEEL WIRE WTH A MESH SPACING OF 150 mm (6 INCHES), OR PREFABRICATED POLYMER MESH OF
EQUIVALENT STRENGTH.
2THESE DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A VARIETY OF SEDIMENT. FOR ENVIRONMENTALLY SENSITIVE AREAS. A REVIEW OF
PERVIOUS EXPERIENCE AND/OR SITE OR REGIONALLY SPECIFIC GEOTEXTILE TESTS IN ACCORDANCE WID TEST METHOD D 5141 SHOULD BE PERFORMED BY
THE AGENCY TO CONFIRM SUITABILITY OF THESE REQUIREMENTS,
3A5 MEASURED IN ACCORDANCE NTH TEST METHOD D 4632.
CONSTRUCTION:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOTE EXCEED 24 INCHES ABOVE THE GROUND
SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4
FEET MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UNSLOPE SIDE OF
THE POSTS. EXTEND THE WIRE MESH SUPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE
REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD
HAVE A MINIMUM OF 50 LBS. TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS
SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
6, EXTRA STRENGTH FILTER FABRIC W°1TH E =EET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE.
SECURELY FASTEN THE FILTER FABRIC DIREC-_Y TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM OF
50 LBS. TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATE'_Y 4 `JCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS
AND UPSLOPE FROM THE BARRIER,
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
9, BACKFILL THE TRENCH NTH SOIL 'LACE- OVER THE FILTER FABRIC AND COMPACT, THOROUGH COMPACTION OF
THE BACKFILL IS CRITICAL TO SILT FE%CE PF-ORMANCE.
10. DO NOT ATTACH FILTER FABRIC _J EXIS_NG TREES
SEDIMENT (SILT) FENCE ROCK OUTLET
c3.2 SEE EROSIC', CCJROL PLAN FOR LOCATION(S)
SILT FENCE (BEYOND)
0 0�
SECTION A -A
A'_ n" nOFKIAI(
SILT FENCE SEE
DETAIL --\
STONE
/- SILT FENCE SEE
DFTAI I
A --j ` #57 STONE
PLACE ROC4 OU =TS IN LOW POINTS ALONG SILT FENCE
TO =LEVEK OVER TOPPING OF SILT FENCE.
OG AS INDICATED ON PLAN
1 1 10 20 40 .1
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NC 28625A506
PHONE 704.872,2411 FAX [phone] EMAIL [e-mail]
Commercial and Industrial Construction Since 1945
\L,1luunru„
CARP'%,
Jp,1,. /_
7.7
F-0267 0
SEAL
E AT 1 3365
199
Ty CARD ,,, 4ARK IP�`°`
5/2/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
ISSUED DATE: 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NIC 28625
EROSION
CONTROL
DETAILS
C302�
I I

SKIMMER BASIN
C3.3 SEE EROSION CONTROL PLAN FOR SIZE AND SHAPE
DETAIL INFORMATION TAKEN FROM
THE NORTH CAROLINA "EROSION
AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL".
NOTE: Plan View
THEM JORITY OF SEDIMENT WLL
ACCUM JLATE IN THE FIRST BAY, SO
THIS B Y SHOULD BE READILY
ACCES IBLE FOR MAINTENANCE.
Inflow
structure
i
Average __ Area
Width W L
" Area of basin water surface at
top of principal spillway elevation
Baffles
SEE SEDIMENT
BASIN BAFFLES DETAIL
41
EMERGENCY
PILL
NOT USED.
HRO
PVC End
OF OUTLET S
RUC
Cap
TO SERVE A
CY
PILL
PVC Tee
Arm Assembly
PERSPECTIVE VIEW
PVC Elbow
PVC End
Cap
Schedule 40
PVCPipe PVC Pipe
g" Holes in
Underside Flexible
Hose 1-01
0
"C" Enclosure
.. ater Entry
Unit
PVC Vent
pipe Schedule 40
PVC Pipe
PVC Tee Orifice
Plate
WIC Bottom
END VIEW FRONT VIEW
SKIMMER SHALL BE 2", WITH ORIFICE SIZE OF 1.25"
SKIMMER DEWATERING DEVICE
Sediment Cross -Section 7OF
MERG CY SPILLWAY
storage zone OT U ED. THROAT
View OU ET STRUCTURE
E AS
BASIN PLAN AND SECTION EMERGENCY SPILLWAY
GENERAL NOTES
INSTALL SKIMMER SEDIMENT BASIN BEFORE ANY SITE GRADING TAKES PLACE WITHIN THE SKIMMER SEDIMENT
BASIN'S DRAINAGE AREA. REFER TO EROSION CONTROL PLAN(S) FOR LOCATION(S) OF SKIMMER SEDIMENT
BASIN(S).
BASIN DEWATERING - THE BASIN SHOULD BE PROVIDED WITH A SURFACE OUTLET. A FLOATING SKIMMER
SHOULD BE ATTACHED TO A SCHEDULE 40 PVC BARREL PIPE THROUGH THE DAM. THE ORIFICE OF THE
SKIMMER WILL CONTROL THE RATE OF DEWATERING.
BASIN SPILLWAY - CONSTRUCT THE ENTIRE FLOW AREA OF THE SPILLWAY IN UNDISTURBED SOIL IF POSSIBLE.
EMBANKMENT - ENSURE THAT EMBANKMENTS FOR SKIMMER SEDIMENT BASINS DO NOT EXCEED 5 FEET IN
HEIGHT (MEASURED AT THE CENTER LINE FROM THE ORIGINAL GROUND SURFACE TO THE TOP OF THE
EMBANKMENT). KEEP THE CREST OF THE SPILLWAY OUTLET A MINIMUM OF 1.5 FEET BELOW THE TOP OF THE
EMBANKMENT. ADDITIONAL FREEBOARD MAY BE ADDED TO THE EMBANKMENT HEIGHT WHICH ALLOWS FLOW
THROUGH A DESIGNED BYPASS LOCATION. CONSTRUCT EMBANKMENTS WITH A MINIMUM TOP WIDTH OF 5 FEET
AND SIDE SLOPES OF 2:1 OR FLATTER. MACHINE COMPACT THE EMBANKMENTS.
EXCAVATION - WHERE SEDIMENT POOLS ARE FORMED OR ENLARGED BY EXCAVATION KEEP SIDE SLOPES 2:1
OF FLATTER FOR SAFETY.
EROSION PROTECTION - STABILIZE ALL AREAS DISTURBED BY CONSTRUCTION (EXCEPT THE LOWER HALF OF
THE SEDIMENT POOL) IMMEDIATELY AFTER COMPLETING THE BASIN. USE TEMPORARY SEEDING SPECIFICATIONS.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY, REMOVE SEDIMENT AND RESTORE THE BASIN TO IT'S
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL
THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED, EXCAVATE THE
SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE
VEGETATION IS GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH
OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL CAUSE THE SKIMMER TO BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF
THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.
ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBERS SNAKE OR BY FLUSHING WITH WATER. BE SURE TO REPLACE THE ORIFICE
BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
North Carolina One -Call Center
2a69 A. Nead"xviex Road, Suite 229
Greensboro, North Camline 29404
(910) M5-5760
2 LAYS BEFORE GIGGING IN
NORRI CAROUNA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call BEFORE you DIG!
"It's The Law"
CONSTRUCTION SPECIFICATIONS
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT.
REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF
IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC
MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND
MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS (SEE EROSION CONTROL PLAN) PREVENT THE SKIMMER
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A
LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY PVC SCHEDULE 40 PIPE) OF A FIRM, SMOOTH FOUNDATION OF
IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OF CRUSHED STONE AS
BACKFILL AROUND THE PIPE. PLACE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY OF THE ADJACENT
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH IT'S
FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT
WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A
TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED. PROVIDE
ADEQUATE FLEXIBLE HOSE TO ALLOW THE SKIMMER TO BE PULLED TO THE BANK FOR MAINTENANCE.
6, LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF
THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE
EXCAVATED PIT OR SUPPORT, BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE
OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE.
THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL
SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED
WITH 'LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A
TRENC-. THE EDGES MAY BE SECURED WITH 8 INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH
TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE
PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE
FABRIC S INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE
COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS) SHOULD OVERLAP THE LOWER SECTION(S) SO THE
WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A
-RENCH WITH STAPLES OR PINS.
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION, USE TEMPORARY
S-OPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER
END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT
SJRFACE WATER FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED.
S_ABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF
"JE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
'0. INSTALL POROUS BAFFLES AS SPECIFIED (SEE "BAFFLE DETAIL")
AFTER ALL THE SEDIMENT -PRODUCING AREA HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND
S'ABI_IZE PROPERLY.
APPROVED BY IREDELL COUNTY d
DEVELOPMENT SERVICES- PLANNING DIVISION
- EROSION CONTROL SECTION MAY 21 2017,
PROJECT ID IREDE-2017-078
THROAT OF OUTLET STRCCTIRE TO
f_ 51
SERVE AS EMERGENCY SP ILW4Y
TOP OF DAM ELEV.= 868 50
SEE PLAN FOR POND SHAPE AND SIZE
PRO'✓DED)
VT WITH
Q j////j//;
-FAIRCLOTH SKIMMER - SEE EROSION CONTROL
PLAN FOR ADDITOINAL INFORMATION
"
PROVIDED SED. BASIN STORAGE 865.M / <
PROTECTION SEE PLAN
INSTALL A MINIMUM OF (2) CONCRETE
ANTI -SEEP COLLARS ALONG OUTLET PIPE.
LOCATE COLLARS SLIGHTLY DOWJSTREAM
FROM DAM CENTER -LINE. COLLARS
SHALL PROJECT A MINIMUM OF 1.5
AROUND THE PIPE.
SKIMMER BASIN SECTION
NOT TO SCALE
TRASH RACK
WALL MOUNTED CLEATS FOR PERSONNEL
ACCESS TO STRUCTURE. INSTALL CLEATS AT
12" O.C. TO WITHIN 24" OF STRUCTURE
BOTTOM
1� 5" RCP BARREL INV. EL. = 862.90
DETAIL INFORMATION TAKEN FROM
THE NORTH CAROLINA "EROSION
AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL".
eBAFFLE DETAIL
C3.3 INSTALL IN TEMPORARY SEDIMENT TRAP(S), ROCK DAM(S), SKIMMER BASIN(S), OR SEDIMENT BASIN(S)
2 BAFFLES THAT DIVIDE THE BASIN INTO THIRDS.
PLAN VIEW
Support rope Support post,
to wire to pre- 24"into bottom Stake to support
vent sagging or side
NOTEr,.
z
Gm
urea
Figure 6.65c Example M porous baffle using sat f m wiN slip cut in aeon aftema5ng space OfwaO baoldng fence. (City of High Point, NC tleWilJ
CONSTRUCTION SPECIFICATIONS
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FROM FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP/BASIN.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND
INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAT THE
INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAT THE TOP OF BERMS,
SECTION
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT, BASINS LESS
THAT 20 FEET IN LENGTH MAY USE 2 BAFFLES.
GENERAL NOTES
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
6. WRAP POROUS MATERIAL, UIJKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER
BAFFLES ARE POROUS BARRIERS INSTALLED INSIDE A TEMPORARY SEDIMENT TRAP, ROCK DAM, SKIMMER BASIN, OR
REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE 5 TO 10 PERCENT OPENINGS IN THE
SEDIMENT BASIN TO REDUCE THE VELOCITY AND TURBULENCE OF THE WATER FLOWING THROUGH THE MEASURE. AND
WEAVE, ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE OR STAPLES.
FACILITATE THE SETTLING OF SEDIMENT FROM THE WATER BEFORE DISCHARGE.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8 INCH EROSION
BAFFLES SHOULD BE USED IN ANY TEMPORARY SEDIMENT TRAP, ROCK DAM, SKIMMER BASIN, OR TEMPORARY
CONTROL MATTING STAPLES.
SEDIMENT BASIN.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE,
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN OR TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DJRING CLEAN
OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE AND STABILIZE IT.
DETAIL INFORMATION TAKEN FROM
THE NORTH CARDLNA "EROSION s TEMPORARY SLOPE DRAIN
AND SEDIMENT CONTROL PLANNING C3.3
AND ;--SIGN MANUAL". SEE EROSION CONTROL PLAN LOCATIONS)
41
S
A oIONDSSPE�CIQFI RATLO
o
1
DIVERSION DIKE
1 AON oPERR IN WELMPACTED FILL
BEYOND
z AT - CATIONS AND ELEVATION SHOWN ON PLANS.
`k
HOLD DOWN STAKES -'
2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARDS ITS
_:
18" CORRUGATED PLASTIC PIPE (CPP) III 7111111,I
,�i (i�
OUT--
% . ✓/ %/,/
4' MIN.
LEVEL
STABILIZED
OUTLET 7 - r-
NOTE:
IF RAIN IS EXPECTED. PLACE A 1 FT.
LAYER OF STONE IN A SEMI -CIRCULAR
CONFIGURATION AROUND EACH END OF
CPP EXTENSION PIPE TO AID IN FILTRATION
OF RUNOFF.
C= OF STRUCTURE SASE EL. = 866.00
- 4'r=' PRECAST CONCRETE BASE �I
T-611 TALL
4" PVC DRAIN INV. EL. = 863.25 �
i - - �
B_TTCM OF STRUCTURE SASE EL. = 862.50
BOTTOM OF 6'X WITH CONCRETE V
-CONCRETE FOOTINC 1' DEPTH, 5.25' LENGTH,
-.25' WUDTH TO CONTAIN 1.25 C.Y. OF
\CRMAL WEIGHT CCNCRETE - ANCHOR
_TLET STRUCTURE TO FOOTING
SEE EROSION CONTROL PLAN FOR SIZE AND
QUANTITY OF DRAIN PIPE REQ'D.
TOP C-
4' MIN. HAND -COMPACTED SOIL
NATURAL
GROUND
FILL (BLAND)
z 1 C 5' MIN.
DIVERSION
g - - -
CHANNEL
\ �V�`�VfinV�
T- SECTION FITTING
CPP EXTENSION
SECTION A -A
3. -AND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN
LIFTS NOT TO EXCEED 6 INCHES.
4. `+SURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS
MINi."JM DIMENSIONS OF 1.5 FT. DEPTH, 4 FT. TOP WIDTH, AND 3:1 SIDE
SLC=_S.
5. _NSURE THAT ALL DRAIN CONNECTIONS ARE WATERTIGHT.
6. =NSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED. SECURELY
FAS-EN THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS OR STAKES
SP=LED NO MORE THAN 10 FT. APART.
7. _XTEND THE DRAIN BEYOND THE TOE OF THE SLOPE AND ADEQUATELY
PR -ECT THE OUTLET FROM EROSION.
8. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAT 1 FT.
AS'.'E THE TOP OF THE PIPE AT EVERY POINT.
9. MMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING
CC�STRUCTION,
MAINTENANCE
INSO-CT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY
RA'N=ALL AND PROMPTLY MAKE ANY NECESSARY REPAIRS. WHEN THE
PR- -CTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY
MPSURES MAY BE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND
AL_ DISTURBED AREA STABILIZED APPROPRIATELY.
1.5" X 1.5" WOODEN STAKES PLACED 10' D.C. - 1.5" X 1.5" WOODEN STAKES PLACED 10' O.C.
- COMPOST SOCK (9" or 12" TYPICAL)
USE 12"
DI
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NC 28625-8506
PHONE [phone] FAX [phone] EMAIL [e-mail]
Commercial and Industrial Construction Since 1945
�s°N BU14 ', .°�N CARD
�i °RPOR,q p C' -= .. oFE S/pl,. -
.�
° F-0267
SEAL 17365
L Q "' ftINf.��
1996
rN cAR,,,MARKUP`,.,
"1111 n L11 \\"
5/2/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
ISSUES/REVISIONS
REV DATE I DESCRIPTION BY
1 4/25/17 ADD SILTSOXX DETAIL PSB
2 5/2/17 APPROVED, IREDE-2017-078 PSB
DESIGN NO.: 2016-075 DRAWN BY: PSB
ISSUED DATE: 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
EROSION
CONTROL
DETAILS

UNDERDRAIN DETAIL
NTS
STORMTECH
STORMTECH CHAMBER
END CAP
OUTLET MANIFOLD \\\\
FOUNDATION STONE
BENEATH CHAMBERS -
ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILO�ECTIONA-A L WALL
..,.... ..t FORATED
E
STORMTECHERDRAIN
END CAPB
FOUND"TI7�ABENEATHCHAMBEAADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC-310 & SC-1601-P SYSTEMS SECTION B-B
6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS
SC-740 TECHNICAL SPECIFICATION
NTS = LL
U) O
W
U o
I-- 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH. U Z < w t
i W
"BUILD ROW tN THIS DIRECTION o- � o o
O >
W r
@C�S4!r1T1k,S:9 'I3k)L1iY U) N
r-. it
�i- i- START END V 1 „
„• :. .. o w a
- OVERLAP NEXT CHAMBER HERE
(OVER SMALL CORRUGATION)
ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION
PORT. FOR PIPE SIZES LARGER THAN 4" (100 MM) UP TO
10" (250 mm) USE INSERTA TEE CONNECTION CENTERED o
ON A CHAMBER CREST CORRUGATION K i
E o
w
o j
o
t (744 mm) f (762 mm)
z i
12.2" I 51.0"
45c 5
310 +I �-- .9" (1166 mm) --� �--- --�
( MM)
(129 5 MM)
w
I
wm
NOMINAL CHAMBER SPECIFICATIONS
a
SIZE (W X H X INSTALLED LENGTH)
51 0" X 30.0" X 85.4"
(1295 mm X 762 mm X 2169 mm)
`
CHAMBER STORAGE
45.9 CUBIC FEET
(1.30 m')
v-•
MINIMUM INSTALLED STORAGE`
74.9 CUBIC FEET
12.12 m')
o
z'
WEIGHT
75.0 ibs.
(33.6 k9)
`ASSUMES 6" (152 mm) STONE ABOVE, BELOW,
AND BETWEEN CHAMBERS
A A
PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH 'T"
PRE -CORED END CAPS END WITH "PC"
B 1
C
PART #
STUB
A
B
C
SC740EPE06T / SC740EPE06TPC
6" (150 MM)
10.9" (277 mm)
18.5" (470 mm)
---
SC740EPE06B I SC740EPE56BPC
---
05' (13 mm)
SC740EPE08T ISC740EPEOBTPC
8" 1200 mm)
12.2" (310 mm)
16,5" 1419 mm)
--
SC740EPE08B / SC740EPE08BPC
---
0.6" (15 MM)
SC740EPEIOT I SC740EPE10TPOBC
10" (250 mm)
13.4" (340 mm)
14.5" (368 mm)
---
SC740EPEIOBISC74CEPEtPC
--
0.7"(18 mm)
SC740EPEI2T 1 SC740EPE12TPC
12" (300 mm)
14.7" (373 mm)
12.5" (318 mm)
---
SC74DEPE12B I SC740EPE12BPC
---
1.2" (3O MM)
SC740EPE15T I SC740EPE15TPC
15" (375 mm)
18.4" (467 mm)
9.0" (229 mm)
--
SC740EPE15B/SC740EPE15BPC
--
1.3"(33 MM)
SC740EPE18T/SC740EPE18TPC
18" (450 mm)
i 19.7" (50O mm)
5.0"(127 mm)
---
SC740EPE186 (SC740EPE18BPC
_
1.6" (41 mm)
SC740EPE24B'
24" (600 mm)
18.5" (470 mm)
__
0.1" (3 mm)
ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF
THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT
1-888-892-2694.
' FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm).
BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.
NOTE: ALL DIMENSIONS ARE NOMINAL
INTEGRATED DUCTILE IRON
FRAME & GRATE/SOLID TO
MATCH BASIN O.D.
INVERTAC
PLANSt
VARIOUS TYPES C
OUTLET ADAPTER,
4-30"(100-
_- _ - _CORRU,
WATER
(CORRUGATED HI
NYLOPLAST DRAIN BASIN
NTS
7 mm)
flDTH
H-20 CONCRETE SLAB
mm) MIN THICKNESS
L n_AD._& CONCRETE DIMENSIONS
GUIDELINE PUPOSES ONLY.
CONCRETE SLAB MUST BE
D GIVING CONSIDERATION FOR
DIL CONDITIONS, TRAFFIC
& OTHER APPLICABLE DESIGN
i ANGLES VARIABLE 0"-360'
ING TO PLANS
VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" (152 mm) MIN ON 8-24" (200-600 mm),
10" (254 inni) MIN ON 30" (7 50 mm)]
mm) MIN ON 8-24" (200-600 mm)
152 mm) MIN ON 30" (750 mm)
MATERIAL BELOW AND TO SIDES
:TORE SHALL BE ASTM D2321
.�R II CRUSHED STONE OR GRAVEL
AND BE PLACED UNIFORMLY IN 12" (305 mm)
LIFTS AND COMPACTED TO MIN OF 90
NOTES
1. B-30" (200-750 mm) GRATESISOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05
2. 12-30" (300-750 MM) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SCR 35 PVC
5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM
6. TO ORDER CALL: 800-821-8710
A
PART #
GRATE/SOLID COVER OPTIONS
8"
PEDESTRIAN LIGHT
STANDARD LIGHT
2808AG
SOLID LIGHT DUTY
(200 mmj
DUTY
DUTY
10"
PEDESTRIAN LIGHT
STANDARD LIGHT
(250 mm)
2810AG
DUTY
DUTY
SOLID LIGHT DUTY
12
2812AG
PEDESTRIAN
STANDARD AASHTO
SOLID
(300 MM)
AASHTO H-10
H-20
AASHTO H-20
151,
2815AG
PEDESTRIAN
STANDARD AASHTO
SOLID
(375 mm)
AASHTO H-10
H-20
AASHTO H-20
18"
PEDESTRIAN
STANDARD AASHTO
SOLID
(450 mm)
2818AG
AASHTO H-10
H-20
AASHTO H-20
24
PEDESTRIAN
STANDARD AASHTO
SOLID
(600 MM)
2824AG
AASHTO H-10
H-20
AASHTO H-20
30"
PEDESTRIAN
STANDARD AASHTO
SOI ID
(750 mm)
I 2830A.G
I AASHTO H-20
I H-20
I AASHTO H-20
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ISSUED DATE : 3/27/17
A PROPOSED FACILITY FOR:
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Commercial and Industrial Construction Since 1945
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4/19/17
THIS DRAWING IS THE PROPERTY OF THE
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IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
I ISSUED DATE: 3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
SITE
PLAN
PHASE 1
v