SW8960614_APPROVED PLANS_20080905

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q ksply xi
DOC TYPE
❑ CURRENT PERMIT
El APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 o56 09 os
YYYYMMDD

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I VICINITY MAP I
N.T.S.
4" PVC WITH
1 1/2' ORIFlCI
h HARDWARE '
CLOTH SCREEN
STRAINER
TOP=37.78
FL
6"x6" GRILL
OF 1/2- BARS
Box—>l I
I I 24' RCP
INV=34.24
OUTLET STRUCTURE
xTs
MAX. POND EL 37.78
PERM. POND EL- 36.88
1� 1 BOTTOM POND EL-
2
POND SECTION
NTS
12.36'
EL 41.0
ABC STONE PERM. POND EL: 36.88
SECTION A -A
NM
10' . _ 6' , _ 3'
N
FOREBAY
VEGETATED
6:1 —
SLOPE
u
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TOP OF BANK
38.70
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�--- 550' FROM LOT 58
TO DITCH
N
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HIGH SIDE
OUTLET —
INV.24"—_
RCP=34.24'
LOW SIDE
OUTLET —
EXISTING J
OULET STRUCTURE
TOP
1 1/
MERCANTILE DRIVE — S.R. 1731
(GRADE TO DRAIN
TO POND INLET)
ak
TOP
SLOPE C41.00J V,-C41
BOTTOM
EXISTING
BOTTOM ELEV: 32.88
NORMAL POOL ELEV: 36.88
FLOOD POOL ELEV: 37.78
201'
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FOREBAY
SEE DETAIL
SITE DATA
TOTAL SITE:
PERMITTED IMPERVIOUS:
EXISTING IMPERVIOUS
BUILDING:
CONCRETE:
ASPHALT:
GRAVEL:
EXISTING TOTAL IMPERVIOUS:
UNUSED PERMITTED IMPERVIOUS:
PROPOSED ADDITIONAL IMPERVIOUS:
PROPOSED TOTAL IMPERVIOUS:
POND DATA
ELEVATION 37.78 = 10,675 S.F.
ELEVATION 36.88 = 8,575 S.F.
ELEVATION 32.88 = 2,600 S.F.
115,458 S.F. (2.65 AC.)
89,488 S.F. (2.054 AC.)
6,610 S.F.
970 S.F.
18,940 S.F.
18,820 S.F.
45,340 S.F.
44,148 S.F.
44,035 S.F.
89,375 S.F. (2.052 AC.)
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APPROVED 140'
NORTH CAROLINA ENVIRONMENTAL
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DIVISION OF WATER QUALITY
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VICINITY MAP I
N.T.S.
4' PVC WITH
1 1/2- ORIFICE
& HARDWARE a
CLOTH SCREEN
STRAINER
6'x6' GRILL
OF 1/2- BARS
OUTLET STRUCTURE
US,
TOP OF BANK
MAX. POND EL: 37.78
PERM. POND EL: 36.88
1 1-� I BOTTOM POND EL; �-s
2 I-1 III
POND SECTION
ms
12.36'
EL:- 41.0
ABC STONE
PERM. POND EL- 36.88
SECTION
A -A
NTS
(GRADE TO DRAIN
TO POND INLET)
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FLUME
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------ OUTLET_
---
FLUME
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VEGETATED
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SLOPE
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EL: 37.78
LIFLOOD
BOTTOM ELEV: 32.88
EXISTING NORMAL POOL ELEV: 36.88
OULET STRUCTURE POOL ELEV: 37.78 x
fN
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201' —"
0
n_
SITE DATA
TOTAL SITE:
PERMITTED IMPERVIOUS:
EXISTING IMPERVIOUS
BUILDING:
CONCRETE:
ASPHALT:
GRAVEL:
EXISTING TOTAL IMPERVIOUS:
UNUSED PERMITTED IMPERVIOUS:
PROPOSED ADDITIONAL IMPERVIOUS:
PROPOSED TOTAL IMPERVIOUS:
POND DATA
ELEVATION
37.78 =
10,675
S.F.
ELEVATION
36.88 =
8,575
S.F.
ELEVATION
32.88 =
2,600
S.F.
115,458 S.F. (2.65 AC.)
89,488 S.F. (2.054 AC.)
6,610 S.F.
970 S.F.
18,940 S.F.
18,820 S.F.
45,340 S.F.
44,148 S.F.
44,035 S.F.
89,375 S.F. (2.052 AC.)
RECEIVED
AUG 0 1 2008
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APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
SCALE: 1 " = 30'
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DATE: 03/ 11 /08
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Specifications /6.11 — Specifications
(Specifictions are as per the Erosion and Sediment Control Planning and Design Manua* of the state of
North Carolina)
Table 6.11p — Seeding No. 1CP for. Well —to Poorly Drained soils with Good Moisture Retention; Low
Maintenance
Seeding mixture
Species Rate so
Tall fescue 0 Pensacola Bohiagrass 50
Sericea lespedeza 30
Kobe lespedezo 10
Seeding Notes
1. From Sept. 1 — Mar. 1, use unscarified sericea seed
2. On poorly drained sites omit sericea and increase Kobe to 30 lb/acre.
3. Where a neat appearance is desired, omit sericea and increase Kobe to 40 lb/acre.
Nurse plants
Between Apr. 15 h Aug. 15, add 10 lb/acre German millet or 15 lb/acre Sudongrass. Prior to May 1 or after
Aug. 15, add 25 lb/acre rye (grain).
Seeding dates
Best Possible
Early spring: Feb. 15 — Mar. 20 Feb. 15 — Apr. 30
Fail: Sept. 1 — Sept. 30 Sept. 1 — Oct. 31
Sol amendments — Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 lb/acre ground
agricultural limestone (use the lower rate on sandy soils) and 1.000 lb/acre 10-10-10 fertilizer.
Mulch — Apply 4.000 lb/acre groin straw or equivalent toyer of another suitable mulch. Anchor straw by
tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulch anchoring tool.
Maintenance — If growth is lase than fully adequate, refertlize in the second year, according to soil tests or
topdress with 500 lb/acre /0-10-10 fertilizer. Mow as needed when sericeo is omitted from the mixture.
Reseed, fertilize, and mulch damaged areas immediately.
Table 6.11q — Seeding No. 2CP for: Well —to Poorly Drained soils with Good Moisture Retention; High
Maintenance
Seeding mixture
Species Rate (lb/acre)
Tall fescue (blend of two or
three improved varieties) 200
Rye (grain) 25
Seeding dates
Best Sept 15 — Oct. 15
Possible: Sept. 1 — Oct. 31 or Feb. 15 — Apr. 30
Soil amendments — Apply lime and fertilizer according to sol tests. or apply 3.000-5,000 lb/acre ground
agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer.
Mulch — Apply 4,000 lb/acre groin straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt. netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulch anchoring tool.
Maintenance — Fertilize according to sol tests or apply 40 lb/acre nitrogen In Jan, or Feb., 40 lb in Sept.,
and 40 lb in Nov., from a 12-4-8 , 16-4—& or similar turf fertilizer. Avoid fertilizer applications during
warm weather, as this inceases stand losses to disease. Reseed, fertilize, and mulch damaged areas
Immediately. Mow to a height of 2.5-3.5 inches as needed.
Table 6.11v — Seeding No. 7CP for. Grass —lined Channels; Coastal Plain, Lower Piedmont, and Dry Soils in the
Central Piedmont
Seeding mixture
Species Rate (lb/acre)
Common Bermudograse 40-80 (1-2 Ib/1,000 ft"2)
Seeding dates
Coastal Plain: Apr. —July
Piedmont Apr. 15 — June 30
Sol amendments — Apply lime and fertilizer according to soil tests, or apply 3.000 lb/acre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch — Use jute, excelsior matting, or other effective channel lining material to cover the bottom of
channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side
slopes above this height, and In drainages not requiring temporary linings, apply 4,000 lb/acre groin straw
and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down slopes where they can dog drainage
devices.
Maintenance — A minimum of 3 weeks is required for establishment Inspect and repair mulch frequently.
Refertilize the following Apr. with 50 lb/acre nitrogen.
Refer to Appendix 8.02 for botanical names.
Table 6.11r — Seeding No. 3CP for. Dry Sands to Sandy Looms;
High Maintenance, Fine Turf
Seeding mixture
Species Rate (bu/1,000 ft"2)
Tifway or Tifwoy II Minimum: 3
hybrid Bermudograss Rapid cover. 10
Seeding Notes
1. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during initial establishment. Sod must be kept
well watered for 2-3 weeks, but can be planted earlier or later than sprigs.
2. Common Bermuda can be seeded or sprigged but does not produce a high —quality turf. It is also less
cold tolerant than the hybrids, more weed prone, and a pest in flower beds and specimen plantings.
Planting dates
Apr. — July
Sol amendments — Apply lime and fertilizer according to soil tests, or apply 3.000 lb/acre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer, or 50 lb/acre nitrogen from turf —type
slow —release fertilizer. Add 25-50 lb/acre nitrogen at 2— to 3—week intervals through midsummer.
Sprigging — Plant sprigs in furrows with a tractor —drawn transplanter, or broadcast by hand.
Furrows should be 4-6 inches deep and 2 it apart. Place sprigs about 2 ft apart in the row with one
end at or above ground level (Figure 6.11d).
Broadcast at rates shown above, and press sprigs into the top 1/2-2 inches of Sol with a disk set
straight ao that sprigs are not brought back toward the surface.
Mulch — Do not mulch.
Maintenance — Water as needed and mow to 3/4— to 1—inch height. Topdra= with 40 lb/acre nitrogen in
Apr., 50 lb in May, 50 lb in June, 30 lb in July, and 25-50 lb In Aug.
Table 6.11t — Seeding No. 5CP for. Well —Drained Sandy Loams to Dry Sands;
Low Maintenance
Seeding mixture
Species Rate (lb/acre)
Pensacola Bohiagrass 50
Sericea lespedeza 30
Common Bermudogross 10
German millet 10
Seeding Notes
I. Where a neat appearance is desired, omit sericea.
2. Use common Bermuda only on isolated sites where it cannot become a pest Berrnudogress may be
replaced with 5 lb/acre centipedegrass.
Seeding dates
Apr. 1 — July 15
Sol amendments — Apply lime and fertilizer according to sal tests, or apply 3,000 lb/acre ground
ogricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch — Apply 4,D00 lb/acre groin straw or equivalent cover of another suitable mulch. Anchor by tacking
with asphalt, roving, or netting or by crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch encoring tool.
Maintenance — Refertilize the following Apr. with 50 lb/acre nitrogen. Repeat as growth requires. May be
mowed only once a year. Where a neat appearance is desired, omit sericeo and mow as often as need.
S36'27'06"W 225.02'
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END BERM
LOT 58,
SECTION 10
2.65 ACRES
EXISTING POND
OUTLET.
INV.24"
1[ I011:11
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1 10' UTILITY EASEMENT
20' NCNG GAS LINE EASEMENT
FIT,
(60' PUBLIC R/W)
/BOG
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NAVASSA
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LOCATION MAP us
NOT TO SCALE
PERMANENT -
POOL EL=36.94'
EL=32.25t
IMPERVIOUS
AREA=47,115 S.F.f
THE PREMISES SURVEYED IS NOT WITHIN A FLOOD HAZARD AREA
ACCORDING TO THE FLOOD INSURANCE RATE MAP OF BRUNSWICK
COUNTY, NORTH CAROLINA (COMMUNITY PANEL No. 370295 OD40
C REVISED MAY 15, 1986).
0
LEGEND
PROPERTY LINE
CENTERLINE
RIGHT-DF-WAY
OLD IRON PIN (DIP)
OUTLET
STRUCTURES
EL=37.8 3
IEL=37.1
2"PVC
DRAW
DOWN
EL=39.62'
24
INV. 34.24'
EXISTING POND OUTLET STRUCTURE
NOT TO SCALE
30 0 30
Scale 1 " = 30'
NOTES:
1. REPLACE EXISTING 2" ORIFICE PIPE IN POND OUTLET STRUCTURE WITH A 1" ORIFICE PIPE.
2. CONSTRUCT BERM AS SHOWN.
3. MUHLENBERGIA CAPILLARUS(PINK MUHLY) & SPARTINA BAKERI(CORDGRASS) OR CENTIPEDE SOD TO
BE PLANTED ON SLOPES OF PONDS ABOVE THE PERMANENT POOL.
4. IF THE POND NEEDS TO BE DRAINED FOR MAINTENANCE OR AN EMERGENCY A PUMP IS TO BE
USED TO DRAIN THE POND.
1.5' MIN.
1' MIN,
BERM DETAIL
NOT TO SCALE
MAR 3 12006
DWQ
00 STORMWATER PLAN ADDENDUM
LELAND INDUSTRIAL PARK, LOT 58, SECTION 10
NORTHWEST TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
DATE
3-31-06
SCALE'
1 "=30'
DRAWN:
JCB
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THARI3'M. 110M CAROW11 88418 PROJECT NO:
-06 Pa: a11rsol—am 120
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Permanent Seedino
Specifications #5.11 — Specifications
(Specifictions are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of
North Carolina)
Table 6.11p — Seeding No. 1CP for: Well —to Poorly Drained soils with Good Moisture Retention; Low
Maintenance
Seeding mixture
Species Rote (Ib/ocre)
Tall fescue 80
Pensacola Bohlogross 50
Sericea Impedezo 30
Kobe lespedezo 10
Seeding Notes
1. From Sept 1 — Mar. 1, use unscorifled mriceo seed
2. On poorly drained sites omit writes and increase Kobe to 30 lb/acre.
3. Where a neat appearance is desired, omit sericeo and increase Kobe to 40 lb/acre.
Nurse plants
Between Apr. 15 & Aug. 15. add 10 lb/acre German millet or 15 lb/acre Sudangross. Prior to May 1 or after
Aug. 15, odd 25 lb/acre rye (groin).
Seeding dates
Best Possible
Early spring: Feb. 15 — Mar. 20 Feb. 15 — Apr. 30
Fall: Sept. 1 — Sept 30 Sept. 1 — Oct. 31
Soil amendments — Apply line and fertilizer according to soil tests, or apply 3,000-5.000 lb/acre ground
agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer.
Mulch — Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulch anchoring tool.
Maintenance — If growth is less than fully adequate, refertilize in the second year, according to soil tests or
topdress with 500 lb/acre 10-10-10 fertilizer. Mow as needed when sericeo is omitted from the mixture.
Reseed, fertilize, and mulch damaged areas immediately.
Table 6.11q — Seeding No. 2CP for. Well —to Poorly Drained soils with Good Moisture Retention; High
Maintenance
Seeding mixture
Species Rate (lb/acre)
Toll fescue (blend of two or
three improved varieties) 200
Rye (groin) 25
Seeding dates
Best: Sept 15 — Oct. 15
Possible: Sept 1 — Oct 31 or Feb. 15 — Apr. 30
Soil amendments — Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 Ib/acre ground
agricultural limestone (use the lower rate on sandy sours) and 1,000 lb/acre 10-10-10 fertilizer.
Mulch — Apply 4,000 lb/acre groin straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulch anchoring tool.
Maintenance — Fertilize according to soil tests or apply 40 Ib/oere nitrogen in Jan. or Feb., 40 lb In Sept..
and 40 lb in Nov., from a 12-4-8 , 16-4-8. or similar turf fertilizer. Avoid fertilizer applications during
warm weather; as this inceases stand losses to disease. Reseed, fertilize, and mulch damaged areas
Immediately. Mow to a height of 2.5-3.5 inches as needed.
Table 6.11v — Seeding No. 7CP for. Grass —lined Channels; Coastal Plain, Lower Piedmont and Dry Soils in the
Central Piedmont
Seeding mixture
Species Rote (lb/acre)
Common Bermudogross 40-80 (1-2 lb/1,000 ft-2)
Seeding dates
Coastal Plain: Apr. — July
Piedmont: Apr. 15 — June 30
Soil amendments — Apply lime and fertilizer according to soil tests, or apply 3.000 lb/acre ground
agricultural limestone and SOD ib/acro 10-10-10 fertilizer.
Mulch — Use Jute, excelsior matting, or other effective channel lining material to cover the bottom of
channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side
slopes above this height and in drainages not requiring temporary linings, apply 4,000 lb/acre grain straw
and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down slopes where they can dog drainage
devices.
Maintenance — A minimum of 3 weeks is required for establishment Inspect and repair mulch frequently.
Refertiize the following Apr. with 50 lb/acre nitrogen.
Refer to Appendix 8.02 for botanical names.
Toole 6.1tr — Seeding No. 3CP for. Dry Sands to Sandy Lcoms;
High Maintenance, Fine Turf
Seeding. mixture
Species Rate (bu/1,000 ft-2)
Tlfway or Tifway II Minimum: 3
hybrid Bermudagross Rapid cover: 10
Seeding Notes
1. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during initial establishment. Sod must be kept
well watered for 2-3 weeks, but can be planted earlier or later than sprigs.
2. Common Bermuda can be seeded or sprigged but does not produce a high—quaifty turf. It Is also less
cold tolerant than the hybrids, more weed prone, and a pest in flower beds and specimen plantings.
Planting dates
Apr. — July
Soil amendments — Apply line and fertilizer according to sail tests, or apply 3,000 lb/acre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer, or 50 fib/acre nitrogen from turf —type
slow —release fertilizer. Add 25-50 lb/acre nitrogen at 2— to 3—week intervals through midsummer.
Sprigging — Plant sprigs in furrows with a tractor —drawn transplanter, or broadcast by hand.
Furrows should be 4-6 inches deep and 2 it apart. Place sprigs about 2 it apart in the row with one
and at or above ground level (Figure 6.11d).
Broadcast at rotes shown above, and press sprigs into the top 1/2-2 inches of soil with a disk set
straight so that sprigs are not brought back toward the surface.
Mulch — Do not mulch.
Maintenance — Water as needed and mow to 3/4— to 1—inch height Topdmas with 40 Ib/acre nitrogen in
Apr., 50 lb In May, 50 lb in June. 30 Ito in July, and 25-50 lb in Aug.
Table 6.11t — Seeding No. 5CP for. Well —Drained Sandy Looms to Dry Sands;
Low Maintenance
Seeding mixture
Species Rate (lb/acre)
Pensacola Bohiagrass 50
Sericea lespedezo 30
Common Bermudograss 10
German millet 10
Seeding Notes
1. Where a neat appearance is desired, omit sericea.
2. Use common Bermuda only on isolated sites where it cannot become a pest Bermudograss may be
replaced with 5 lb/acre centipedegrass.
Seeding dotes
Apr. 1 — July 15
Soil amendments — Apply lime and fertilizer according to soil tests. or apply 3,000 Ib/acre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch — Apply 4,000 lb/acre groin straw or equivalent cover of another suitable mulch. Anchor by tacking
with asphalt roving, or netting or by crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch ancoring tool.
Maintenance — Refertilize the following Apr. with 50 lb/acre nitrogen. Repeat as growth requires. May be
mowed only once a year. Where a neat appearance is desired, omit sericeo and mow as often as need.
U
0
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rn
w
+ + }
END BERM
S36'27'06'W 225.02'
IGH SIDE
+ + + + + } +T+&P+ 4.+++1ll_II I' ODUTLET
+ + + + + + + + + +
LOT 58,
SECTION 10
2.65 ACRES
EXISTING POND
�4
START
BERM
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/ / /
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P
10' UTILITY EASEMENT
N 20' NCNG GAS LINE EASEMENT
(60' PUBLIC R/W)
1731
Q SITE
NAVASSA
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`1 \m
LOCATION MAP vS
NOT TO SCALE
THE PREMISES SURVEYED IS NOT WITHIN A FLOOD HAZARD AREA
ACCORDING TO THE FLOOD INSURANCE RATE MAP OF BRUNSWICK
COUNTY, NORTH CAROLINA (COMMUNITY PANEL No. 370295 0040
C REVISED MAY 15, 1986).
LEGEND
0
PROPERTY LINE
CENTERLINE
RIGHT-OF-WAY
OLD IRON PIN (DIP)
OUTLET EL=39.62'
STRUCTURE
PERMANENT EL=37.88'
POOL EL=36.94' =37.10
24"R.C.P.—
m 2"PVC OUTLET
-' DRAW INV. 34.24'
EL=32.25t DOWN
3
EXISTING POND OUTLET STRUCTURE
on
NOT TO SCALE
in
U7
Z
IMPERVIOUS
AREA=47,115 S.F.f
TO DITCH
t
0/
30
0
30
60
Scale 111 = 30'
NOTES:
1. REPLACE EXISTING 2" ORIFICE PIPE IN POND OUTLET STRUCTURE WITH A 1" ORIFICE PIPE.
2. CONSTRUCT BERM AS SHOWN.
3. MUHLENBERGIA CAPILLARUS(PINK MUHLY) & SPARTINA BAKERI(CORDGRASS) OR CENTIPEDE SOD TO
BE PLANTED ON SLOPES OF PONDS ABOVE THE PERMANENT POOL.
4. IF THE POND NEEDS TO BE DRAINED FOR MAINTENANCE OR AN EMERGENCY A PUMP IS TO BE
USED TO DRAIN THE POND.
1.5' MIN.
1' MIN.
BERM DETAIL
NOT TO SCALE
' i"- ...
�,.•a t'"
f:f
��
STORMWATER PLAN ADDENDUM
-ELAND INDUSTRIAL PARK, LOT 58, SECTION 1 C
NORTHWEST TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
DATE
3-31-06
SCAM'
1"=30'
DRAWN:
JCB
MALPASS ENGINEERING, P.C. CHECKED.
sRO,, 1134 8131"ARD IBODMAND JBM
7AD]inlimm. NORM CARMLf4 118418 PROJECT NO:
/ yl OM
D M 120
.. Corrosion. 00 ooil11111AXf SHEET No: 1
P.O. on im
smPsw" VERMU aaeeo 1
DF:
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I
't-$S
TIEPROP. 2- 0 P. V. C. J EXISTING S. S.M.H.
FORC£MAININTO EXIST. TOP 40.88
S. S.M.H.. INV. 37.46
N
- ATTENT/ON -
CONTRACTOR SHALL FIELD
VERIFY ALL UTILITIES AND
CONTACT U.L.O.C.O. PRIOR
TO DIGGING.
I-800-623-4949
FUTURE
DEVELOPMENT HARV£Y L. SUMMERL/N. SR. ESTATE
TRACT B
CAB. W. 379
=0
•JA2
• -EXISTING D/rCH
ncc savu,vt
S 36.27'06" W 225 02'
•.J8.9
•�•'1 6' HIGH CHAI _ _ _ _ - _ _ _ _ - M
I! -- ---- --- --- ---------- a
1---`------------------ --, I I 39.2
FORE84Y 202'
_ I
PAVED FLUME
39.2 \•��p •J9.4
-'!9• '! Aa' JOI I 39.4
I
g � I
CRASS N
•39.8 m I I I
`
•° I I
��------ll GRA58 •39.8 A`\ m I J
t +
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S7ONE 175'
J
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yy6
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II
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h
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I
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p.
LCT
£
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o
403
TUR£
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49'
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Il
m
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(
FIN. FL. ELEV. 42.0
II
to
..-C
S TON)
L ABC
STONE ---
`
------ --
39.7
39.1
40 _
-6'%IIGH CHAIN LINK FENCE
_ - -'
6 HIGH CHAIN LINK FENCE
J9,t-_
A\,'
GATE jZ
A`•
-.••
9?.
�_'�' •39.6 _-_-___
_ 40'.jp,J
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II--40----40.
R\•
40.5
\A
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A\Q• 1t4A
62
II
PARKING
_•
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yy:w::
c74 ASPHALT
\'•',:':
.._
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':: ':'.:.': �."
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PARKING v
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62 • h¢
J'CONF WALY � f.".:
S'. ^:
.p
A
A
L
'Q
II
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•.
P9
- -
pq•
. 4 P •pIN
O-
newta¢wswe
aav7RaL
EX/STING GAS L/NE
G y40.9
W
EXISTING WATER L/NE7
_ 573.92'
ASPHALT)
FM-
FM-EX/ST/NG /8"R. C.P.
MEX/ST/NG 2' C P. VAI �'
2" WATER LINE (FLAGGED) IN�- FORCE NA/N
W w ' .. W_.-.�� _ ..
3&O 39.3
J9.1
EXISTING EXISTING ��
OVERHEAD £L ECTR/C GAS L/NE
STAB/L/ZED
STONE ENTRANCE
t.
o
o
EL. 3 7.7
RV
pip yg
SCREEN d7RA/NER DETENTION POND
OUTLET SMUCTURE DETA!1
/NOT TO SCALE)
ELEV. 4/.0 /236
ABC STONE
_.
PERM. POOL
SECT/ON A -A '
NOT TG SCALE
y z cgM h O A\5 /O'Ur/LIrY EASEMENT
40.1
L-e EXISTING
24-ASPHALT
DRIVEWAY
NOTES:
I. ZONE = INDUSTRIAL
2. TOTAL ACRES = 2.65 ACRES
3. WATER SERVICE TO BE PROVIDED BY:
4. SANITARY SEWER SERVICE TO BE PROVIDED BY
5. TOPOGRAPHIC /S THE RESULT OF AN ACTUAL SURVEY BY SHERWIN
A CRIBB-
6 THE PREMISES SURVEYED IS NOT LOCATED /N A FLOOD HAZARD
ZONE ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR
BRUNSWICK COUNTY, N.C. I COMMUNITY PANEL MAP No. 370295
0040 C. REV, 05//5/86 J.
7. ROAD IS TO BE CONSTRUCTED TO N.C.D.O.T. STANDARDS,
DEDICATED TO THE PUBLIC AND A R£OU£ST WILL BE MADE TO
PLACE THE ROAD ON THE N.C.D.O,T. MAINTENANCE SYSTEM AT
THE EARLIEST POSSIBLE TIME.
B. ALL UMIRES INSTALLED WITHIN N.C.D.O.T. RIGHTS -OF -WAY
SHALL BE INSTALLED IN ACCORDANCE WITH N.C. BOARD OF
TRANSPORTATION PUBLICATION ENT/TILED POLICIES _ AND
PROCEDURES FOR ACCOMMODATING UTILITIES WITHIN HIGHWAY
RIGHTS -OF-WAY ".
9. NO ENCUMBRANCES TO BE PLACED ON PROPOSED ROAD RIGHTS -
OF -WAY.
/O. PARKING SPACES PROVIDED : 14
CONSTRUCTION SEQUENCE:
I. INSTALL CONSTRUCT/ONENTRANCE.
2. CLEAR SITE.
3. EXCAVATFDETENT/ON POND.
4. INSTALL DETEN T/ON POND OUMALL STRUCTURE AND PIPE.
5. SEED POND SL OFFS.
6. GRADE SITE'
I
EXISTING EXISTING
HYDRAN7Z rGAS VALVE
-G
1 S.R. 1731
MERCANTILE DRIVE _
I (PUBL/CJ
50'
N� 12'. 50'. 8" THICKSTONE
WATER VALVE
rzr•::A
40.4
8 - -
EX/STING
-POWER
POLE
04 cp/ST
WASHED STONE\ PAVEMENT
�50* r
(NOT TO SCALE)
STABILIZED CONSTRUCTION ENTRANCE
DETAIL
EROSION CONTROL PLAN
AND
PLAN
FOR
T. H. B. C OMPA N Y
A VIRGINIA PARTNERSHIP
LOT 58 SECTION/0
LELAND 1NDUSTR/AL PARK
NORTHWEST TOWNSHIP BRUNSWICK COUNTY
NORTH CAROL/NA
SCALE: /'= 30' APRIL 1996
GRA:;H/C SCALE
20'N. C.N. G. GAS L/NE EASEMENT
x[wiRONvivE
/
EL 39.00
YAK Paw EL 57,78
/ POP.[ pp\p EL. 36.8E
I B07TON PgVO EC. 3P.BB
DETEN T/ON POND
/NOT TO SCALE)
/'
G
FL UME
4'
/'
'O• O
3:1 =
:0.
FL UME DETAIL
/NOT TO SCALE)
6•
_ -•� _ELEV. 37. 78
I �! �r£LEV. 36.BB
SCOPE h
O
FOREBAY �x \
VEGETATED
SHELF
FOREBAY 8 VEGETATED SHELF
DETAIL
NOT M SCALE
f
I
G cav>Aac
450' FROM LOT 58 TO DITCH
-
oil _ •39.5 - W V. 35.07
cA
•40.8
��� f•. �v ••P(GIS fERPOVEI,�
t9
jlt SEAL
SHER vIN A CR/BB
N. C. AEG. LAND SURVEYOR No. L -1099 - , 'L.1099_
1144 Si.+/PYARD BLVD. �ti'':,, oP;•-
WILMINGTON, N• C, >h� • ::." :::�����.•'
N p
•b 1 �•-£X/STING /5" C.M.P.
3 . -----��INV. 35.88
372 EXISTING D/rCH
43.0 43.6
SEEDING MIXTURE
PROPOSED SEEDING MIXTURE I MIXTURE AND RATE OF APPLICATION
FURN/SHED 8Y N r-0.O. T. FOR YEAR ROUND USE /N. BRUNSWICK COUNTY
) RATES OF APPLICATION AREIN POUNDS PER ACRE.
75 R KY 3/ OR TALL FESCUE
50 r PENSACOLA BAHAI GRASS
20 0 Lc.., Z✓Z A v,T AC.._
500 x FERTILIZER
400000 LINE
20000 STRAW MULCH
S AUG 9�l
5'z9'?6,Z, (
j', Cry 13 Ai y
3�J t
iy
J. WARD ANOREWS,P.E.
N.C, REGISTRATION No. /371
W/L MING TON, N.C.
LEGEND:
PROPOSED ELEVATION RO'
EXIST. SPOT ELEVATION--4g---
E C E I V E
JUL 161996 D
D E
PROJB
REVISED: 7116196
REVISED: 5,'30,'96
REVISED: 5123196