20200914 Ver 1_DG_EDEN_404_401_PACKAGE_20200714

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION
Property Deed
Book 1432 Book 1348 Book 1374
Page 0799 Page 2030 Page 0940
Parcel I D: 133467I 133466I 133463
STREET ADDRESS: NC HWY 135
Property Owner: Wanda Dyer &Susan Pace
The undersigned, registered property owners of the above noted property, do hereby authorize
Agent of BREC, PA OR Teramore Construction, LLC
to act on my behalf and take all actions necessary for the processing, issuance and acceptance
of this permit or certification and all standard and special conditions attached.
Property Owner's Address (if different than property above):
PO Box 672
Eden, NC 27289
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
Authorized Signature
Authorized Signature
Date: - L " 4c
Print —Name, Title
SUS�n
Print —Name, Title

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: DG Eden Site 1
Applicant/Owner: Teramore
City/County: Eden Sampling Date: 3 July 2020
Investigator(s): DSG Section, Township, Range:
State: NC Sampling Point: wet 1
Landform (hillside, terrace, etc.): foodplain Local relief (concave, convex, none): concave Slope (%): 1
Subregion (LRR or MLRA): ; I Let: 36.476457 Long:-79.794872 Datum:
Soil Map Unit Name: Colvard fine sandy loam NWI classification: none
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No _ (If no, explain in Remarks.)
Are Vegetation x , Soil _, or Hydrology _ significantly disturbed? Are "Normal Circumstances" present? Yes x No
Are Vegetation _, Soil or Hydrology _ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes x No_ within a Wetland? Yes x No_
Wetland Hydrology Present? Yes x No_
Remarks:
floodplain area- along stream- Represenative of all site wetlands
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required check all that apply)
_ Surface Water (Al)
_True Aquatic Plants (1314)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
—Water Marks (131)
—Presence of Reduced Iron (04)
_Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Solis (C6)
_ Drift Deposits (B3)
0 Thin Muck Surface (C7)
Algal Mat or Crust (B4)
Other (Explain in Remarks)
_ Iron Deposits (135)
_ Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
_Aquatic Fauna (1313)
Secondary Indicators (minimum of two required)
_Surface Soil Cracks (B6)
—Sparsely Vegetated Concave Surface (138)
_ Drainage Patterns (1310)
_ Moss Trim Lines (616)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
_ Saturation Visible on Aerial Imagery (C9)
_ Stunted or Stressed Plants (D1)
x Geomorphic Position (D2)
—Shallow Aquitard (D3)
_ Microtopographic Relief (D4)
X FAG -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes_ No x Depth (inches):
Water Table Present? Yes_ No x Depth (inches):
Saturation Present? Yes_ No x Depth (inches): Wetland Hydrology Present? Yes X No
(Includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

Absolute Dominant Indicator
Tree Stratum (Plot size: 30' ) % Cover Species? Status
1. None present
2.
3.
4.
5.
6.
7.
=Total Cover
50% of total cover: 20% of total cover:
Sapling/Shrub Stratum (Plot size: 30 )
1. None present
2.
3.
4.
5.
6.
7.
8.
9.
=Total Cover
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: 10 )
1. Juncus etfusus 30 Yes FACW
2. Impatiens capensis 30 Yes FACW
3. Carex sp. 20 Yes
4.
5.
6.
7.
8.
9.
10.
11.
80 =Total Cover
50% of total cover:
40 20% of total cover:
Woody Vine Stratum (Plot size: 30
)
1. None present
2.
3.
4.
5.
=Total Cover
50% of total cover:
20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
16
�a „N,,,,y F,.,,,L.
w.L
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
2 (A)
Total Number of Dominant
Species Across All Strata:
3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
66.7% (A/B)
Total % Cover of:
Multiply by:
OBL species
0
x 1 =
0
FACW species
60
x 2 =
120
FAC species
0
x 3 =
0
FACU species
0
x 4 =
0
UPL species
0
x 5 =
0
Column Totals:
60
(A)
120 (B)
Prevalence Index = B/A =
2.00
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 -Prevalence Index is 53.0'
4 -Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub- Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb -All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No x
US Army Corps of Engineers Eastern Mountains and Piedmont- Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Tree Stratum (Plot size
1.
2.
3.
4.
5.
6.
50% of total cover
Sapling Stratum (Plot size:
1.
2.
3.
4.
5.
6.
50% of total cover
Shrub Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
50% of total cover
Herb Stratum (Plot size: )
1. Cynodon dactylon
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Sampling Point:
% Cover Species? Status I Dominance Test worksheet:
_ =Total Cover
20% of total cover:
_=Total Cover
20% of total cover:
_=Total Cover
20% of total cover:
100 Yes FACU
100 =Total Cover
50% of total cover: 50 20% of total cover: 20
Woody Vine Stratum (Plot size: )
1. _
2. _
3. _
4. _
5.
--Total Cover
50% of total cover: 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
wet
0 (A)
1 (B)
(A/B)
Total % Cover of:
Multiply by:
OBL species
0
x 1 =
.0
FACW species
0
x 2 =
0
FAC species
0
x 3 =
0
FACU species
100
x 4 =
400
UPL species
0
x 5 =
0
Column Totals:
100
(A)
400 (B)
Prevalence Index =
B/A =
4.00
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
-Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 In.
(7.6 cm) or larger in diameter at breast height (DBH)
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 31n. (7.6 cm) DBH.
Shrub - Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -AII herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody Vine - All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont- Version 2.0

SOIL
Sampling Point: wet 1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks
0-7 10YR 5/1 80 10YR 514 20 c in Loamy/Clayey Distinct redox concentrations
7-16 10YR 5/2 95 10YR 5/4 5 c in Loamy/Clayey Distinct redox concentrations
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
—Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
—Depleted Below Dark Surface (All)
_Thick Dark Surface (Al 2)
_Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
MS=Masked Sand Grains.
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_ Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric S
_ 2 cm Muck (Al0) (MLRA 147)
—Coast Prairie Redox (Al6)
(MLRA 147, 148)
_ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
31ndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (Inches): Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: DG- Eden Upland Site City/County: Eden, Rockingham Sampling Date: 3 July 2020
Applicant/Owner: BREC- Teramore State: NC Sampling Point: up 1
Investigator(s): DSG Section, Township, Range:
Landform (hillside, terrace, etc.): terrace Local relief (concave, convex, none): concave Slope (%): 4
Subregion (LRR or MLRA): Let: 36.476457 Long:-79.794872 Datum:
Soil Map Unit Name: Chandler NWI classification: none
Are climatic / hydrologic conditions on the site typical for this time of year?
Are Vegetation x Soil _, or Hydrology _significantly disturbed?
Are Vegetation Soil , or Hydrology naturally problematic?
Yes x No— (If no, explain in Remarks.)
Are "Normal Circumstances" present? Yes x No
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes _ No x Is the Sampled Area
Hydric Soil Present? Yes_ No x within a Wetland? Yes_ No x
Wetland Hydrology Present? Yes_ No x
Remarks:
maintained area
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required:
check all that apply)
Surface Water (At) _True
Aquatic Plants (1314)
High Water Table(A2) _
Hydrogen Sulfide Odor (Cl)
_Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
Algal Mat or Crust (64) —Other
�_
(Explain in Remarks)
Iron Deposits (135)
_ Inundation Visible on Aerial Imagery (B7)
—Water-Stained Leaves (B9)
Aquatic Fauna (B13)
Secondary Indicators (minimum of two required)
—Surface Soil Cracks (136)
_ Sparsely Vegetated Concave Surface (BB)
Drainage Patterns (B10)
Moss Trim Lines (616)
Dry -Season Water Table (C2)
_ Crayfish Burrows (C8)
_ Saturation Visible on Aerial Imagery (C9)
_Stunted or Stressed Plants (131)
_Geomorphic Position (D2)
_ Shallow Aquitard (D3)
_ Microtopographic Relief (D4)
FAC-Neutral Test (135)
Field Observations:
Surface Water Present? Yes_ No x Depth (inches):
Water Table Present? Yes_ No x Depth (inches):
Saturation Present? Yes_ No x Depth (inches): Wetland Hydrology Present? Yes_ No X
(Includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), if available
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: up 1
Tree Stratum (Plot size:
30' )
% Cover Species? Status
Dominance Test worksheet:
1. None present
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 0 (A)
3'
Total Number of Dominant
4.
Species Across All Strata: 1 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 0.0% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 30
)
FACW species 0 x 2 = 0
1. None present
FAC species 0 x 3 = 0
2.
FACU species 0 x 4 = 0
3.
UPL species 0 x 5 = 0
4.
Column Totals: 0 (A) 0 (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
_
3 - Prevalence Index is 53.01
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20% of total cover:
data in Remarks or on a separate sheet)
Herb Stratum (Plot size:
10 )
_ Problematic Hydrophytic Vegetation' (Explain)
1. Fescue sp.
100 Yes
'Indicators of hydric soil and wetland hydrology must be
2.
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb -All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
100 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
50 20% of total cover: 20
height.
Woody Vine Stratum (Plot size: 30 )
1. None present
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No x
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

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Tree Stratum (Plot size
1.
2.
3.
4.
5.
6.
50% of total cover
Sapling Stratum (Plot size:
1.
2.
3.
4.
5.
6.
50% of total cover
Shrub Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
50% of total cover
Herb Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover: _
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
%Cover Species? Status I Dominance Test worksheet:
_=Total Cover
20% of total cover:
_=Total Cover
20% of total cover:
_=Total Cover
20% of total cover:
_=Total Cover
20% of total cover:
--Total Cover
60% of total cover: 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x2=
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index =
B/A =
1 - Rapid Test for Hydrophytic Vegetation
_2 - Dominance Test is >50%
_ -3 - Prevalence Index is s3.0'
_ -4 - Morphological Adaptations' (Provide supporting
data In Remarks or on a separate sheet)
_ _Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more In height and 3 in.
(7.6 cm) or larger In diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 In. (7.6 cm) DBH.
_ Shrub - Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) In height.
Herb - All herbaceous (non -woody) plants, including
_ herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody Vine -All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes No x
US Army Corps of Engineers Eastern Mountains and Piedmont- Version 2.0

.av�� aauiy,n,y ru,u,. uN ,
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc' Texture Remarks
0-14 10YR 5/3 100 Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (At)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (At 0) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
Black Histic (A3)
�_
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
a Loamy Gleyed Matrix (F2)
_Piedmont Floodplain Soils (F19)
_Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
_2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (At 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
_Other (Explain in Remarks)
_Sandy Gleyed Matrix(S4)
MLRA 136)
s Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
'Indicators of hydrophytic vegetation and
Stripped Matrix (S6)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Dark Surface (S7)
_ Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

BREC, P.A. Dollar General – Store #21637 1
DOLLAR GENERAL – STORE #21637
EDEN, NC
HYDROLOGIC AND HYDRAULIC ANALYSIS REPORT

Prepared By:
BREC, P.A.
1520 Meadowview Drive
Wilkesboro, NC 28697
NCBELS Firm #C-3448
[phone]
[e-mail]
Prepared For:
Teramore Development, LLC
Joe Strickland, Dir. of Ops., NC
214 Klumac Rd., Ste. 101
Salisbury, NC 28144
[phone]
[e-mail]
Project Site:
TBD NC Hwy 135
Eden, NC

13 July 2020

Justin Church, PE
Principal Engineer

BREC, P.A. Dollar General – Store #21637 2
Table of Contents
1.0 General Information ........................................................................................ 3 
2.0 Methodology ................................................................................................... 3 
2.1 Curve Number Calculations 3 
2.2 Time of Concentration Calculations 4 
2.3 Rainfall Data 5 
2.4 Pipe Design 6 
2.4.1 Outlet Design 7 
2.5 Hydrology Calculations 8 
2.6 Modified Curve Number Calculations 8 
2.7 Sand Filter Design 9 
2.7.1 Chamber and Filter Sizing 9 
2.7.2 Underdrain Sizing 10 
2.7.3 Anti-floatation Calculations 11 
3.0 Results .......................................................................................................... 11 
Appendix ............................................................................................................. 13 
Post-construction First Flush 
Pre-construction 10 Year, 24 Hour 
Post-construction 10 Year, 24 Hour
List of Figures
Figure 1 - System Storage of First Flush ............................................................ 12 
List of Tables
Table 1 - Pre-Construction Drainage Area ............................................................ 3 
Table 2 - Post-Construction Drainage Areas ........................................................ 4 
Table 3 - Pre-Construction ToC ............................................................................ 5 
Table 4 - Post-Construction ToC ........................................................................... 5 
Table 5 - NOAA Rainfall Depths ........................................................................... 5 
Table 6 - NOAA Rainfall Intensity ......................................................................... 6 
Table 7 - Composite Rational Coefficients ............................................................ 6 
Table 8 - Pipe Design Summary ........................................................................... 6 
Table 9 - Riprap Outlet Stone Sizing ..................................................................... 7 
Table 10 - Riprap Apron Dimensions .................................................................... 8 
Table 11 - Modified SCS Curve Numbers ............................................................. 9 
Table 12 - Sand Filter State-Storage .................................................................... 9 
Table 13 - Pre/Post Construction Discharges ..................................................... 12 
Table 14 - Pipe Design Table ............................................................................. 13 

BREC, P.A. Dollar General – Store #21637 3
1.0 General Information

This document contains hydrologic and hydraulic calculations demonstrating
compliance with post-construction state and local stormwater regulations for the
construction of a 9,100 𝑓𝑡ଶ Dollar General retail store at the intersection of
Harrington Highway and NC Highway 135 in Eden, NC. Specifically, regulations
for this area require water quality treatment of the first flush ሺ1"ሻ storm and peak
attenuation of the 10 year, 24 hour storm.

The subject tract is composed of a vacant lot with unmaintained low growth
vegetative cover. An unnamed tributary (UT) to Dan River and 0.16 𝑎𝑐𝑟𝑒𝑠 of
wetlands are present on the site. A limited impact to the UT will be permitted for a
required driveway crossing. No wetland impacts are planned. The site is almost
entirely composed of SwC soils which are hydrologic soil group B. Post
construction stormwater requirements will be satisfied with an above ground sand
filter which is approved by NCDEQ as a primary stormwater control measure
(SCM).
2.0 Methodology

One pre-construction drainage area and nine post-construction drainage areas
covering the subject tract and adjacent off-site areas were identified. See
plansheets for delineation. The pre-construction drainage area outlets at
OUTFALL-1 located at an existing NCDOT drainage pipe in the southwest corner
of the site. All proposed impervious areas are routed to the sand filter for treatment
prior to discharge. Two drainage areas, POST-CON:4 and POST-CON:8, are not
routed to the sand filter due to topographic limitations.

2.1 Curve Number Calculations

Composite SCS curve numbers were calculated as weighted averages using
values of 69 for fair grass coverage (pre-construction) and 61 for good grass
coverage (post-construction, maintained), 55 for wooded areas, and 98 for
impervious surfaces in HSG B soils.

For pre-construction drainage areas, the composite curve number is calculated as:

𝐶𝑁௖௢௠௣೛ೝ೐ ൌ ሺ𝐴௜௠௣ 𝑥 98 ൅𝐴௚௥௔௦௦ 𝑥 69 ൅𝐴௪௢௢ௗ௘ௗ 𝑥 55ሻ
𝐴௧௢௧௔௟

Table 1 - Pre-Construction Drainage Area
Name 𝑨𝒕𝒐𝒕𝒂𝒍
(acres)
𝑨𝒊𝒎𝒑
(acres)
𝑨𝒈𝒓𝒂𝒔𝒔
(acres)
𝑨𝒘𝒐𝒐𝒅𝒆𝒅
(acres) 𝑪𝑵𝒄𝒐𝒎𝒑𝒑𝒓𝒆
PRE-CON:1 9.59 1.37 7.29 0.93 71.8

BREC, P.A. Dollar General – Store #21637 4
For post-construction drainage areas, the composite curve number is calculated
as:
𝐶𝑁௖௢௠௣௢௦௜௧௘೛೚ೞ೟ ൌ ሺ𝐴௜௠௣ 𝑥 98 ൅𝐴௚௥௔௦௦ 𝑥 61 ൅𝐴௪௢௢ௗ௘ௗ 𝑥 55ሻ
𝐴௧௢௧௔௟

Table 2 - Post-Construction Drainage Areas
Name 𝑨𝒕𝒐𝒕𝒂𝒍
(acres)
𝑨𝒊𝒎𝒑
(acres)
𝑨𝒈𝒓𝒂𝒔𝒔
(acres)
𝑨𝒘𝒐𝒐𝒅𝒆𝒅
(acres) 𝑪𝑵𝒄𝒐𝒎𝒑𝒑𝒐𝒔𝒕
POST-CON:1+ 0.31 0.30 0.01 0.00 97.2
POST-CON:2+ 0.21 0.21 0.00 0.00 98.0
POST-CON:3+ 0.16 0.15 0.01 0.00 97.6
POST-CON:4 0.94 0.25 0.68 0.00 70.9
POST-CON:5+ 0.21 0.00 0.21 0.00 61.0
POST-CON:6+ 0.08 0.00 0.08 0.00 61.0
POST-CON:7+ 0.11 0.00 0.11 0.00 61.0
POST-CON:8 7.40 0.99 5.47 0.93 65.2
POST-CON:9+ 0.21 0.19 0.02 0.00 95.4

+ Routed through sand filter prior to discharge.

2.2 Time of Concentration Calculations

Time of concentration values for vegetated drainage areas were evaluated using
the segmental, lag, and FAA equations with a design value selected from the range
produced by these equations. All majority impervious drainage areas less than
one acre were assigned a design time of concentration value of five minutes.

𝑇௖೗ೌ೒ ሺ௛௥ሻ ൌ 𝑙଴.଼ ሺ𝑆൅1ሻ଴.଻
1,140√𝑌

𝑙ൌ𝑓𝑙𝑜𝑤 𝑙𝑒𝑛𝑔𝑡ℎ ሺ𝑓𝑡ሻ
𝑌ൌ𝑎𝑣𝑔.𝑤𝑎𝑡𝑒𝑟𝑠ℎ𝑒𝑑 𝑙𝑎𝑛𝑑 𝑠𝑙𝑜𝑝𝑒 ሺ%ሻ
𝑆ൌ𝑚𝑎𝑥 𝑟𝑒𝑡𝑒𝑛𝑡𝑖𝑜𝑛 𝑝𝑜𝑡𝑒𝑛𝑡𝑖𝑎𝑙 ൌ ൬1,000
𝐶𝑁൰ െ 10

𝑇௖ಷಲಲሺ௠௜௡ሻ ൌ ൫1.8ሺ1.1 െ𝑐ሻ√𝑙൯
𝑌ଵ
ଷ

𝑐ൌ𝑟𝑎𝑡𝑖𝑜𝑛𝑎𝑙 𝑐𝑜𝑒𝑓𝑓𝑖𝑐𝑖𝑒𝑛𝑡

BREC, P.A. Dollar General – Store #21637 5
𝑇௖ ௦௘௚௠௘௡௧௔௟ ሺℎ𝑟ሻ ൌ𝑇௦௛௘௘௧ ൅𝑇௦௖௙
𝑇௦௛௘௘௧ ൌ 0.007ሺ𝑛𝑙ሻ଴.଼
ඥ𝑃ଶ𝑆଴.ସ
𝑛 ൌ 𝑀𝑎𝑛𝑛𝑖𝑛𝑔
ᇱ 𝑠 𝑐𝑜𝑒𝑓𝑓𝑖𝑐𝑖𝑒𝑛𝑡
𝑃ଶ ൌ 2𝑦𝑟,24 ℎ𝑟 𝑟𝑎𝑖𝑛𝑓𝑎𝑙𝑙 ሺ𝑖𝑛ሻ
𝑆ൌ𝑠𝑙𝑜𝑝𝑒 ൬𝑓𝑡
𝑓𝑡൰

𝑇௦௖௙ ൌ 𝑙
3,600𝑉

𝑉 ൌ 𝑠ℎ𝑎𝑙𝑙𝑜𝑤 𝑐𝑜𝑛𝑐𝑒𝑛𝑡𝑟𝑎𝑡𝑒𝑑 𝑓𝑙𝑜𝑤 𝑣𝑒𝑙𝑜𝑐𝑖𝑡𝑦 ൬𝑓𝑡
𝑠൰

Table 3 - Pre-Construction ToC
Name 𝑳𝒆𝒏𝒈𝒕𝒉
ሺ𝒇𝒕ሻ
𝑺𝒍𝒐𝒑𝒆
ሺ𝒇𝒕ሻ
𝑻𝒄ି𝒄𝒂𝒍𝒄
ሺ𝒎𝒊𝒏ሻ
𝑻𝒄ି𝒂𝒔𝒔𝒖𝒎𝒆𝒅
ሺ𝒎𝒊𝒏ሻ
PRE-CON:1 1307 0.04 15-35 25

Table 4 - Post-Construction ToC
Name 𝑳𝒆𝒏𝒈𝒕𝒉
ሺ𝒇𝒕ሻ
𝑺𝒍𝒐𝒑𝒆
ሺ𝒇𝒕ሻ
𝑻𝒄ି𝒄𝒂𝒍𝒄
ሺ𝒎𝒊𝒏ሻ
𝑻𝒄ି𝒂𝒔𝒔𝒖𝒎𝒆𝒅
ሺ𝒎𝒊𝒏ሻ
POST-CON:1 - - - 5
POST-CON:2 - - - 5
POST-CON:3 - - - 5
POST-CON:4 - - - 5
POST-CON:5 - - - 5
POST-CON:6 - - - 5
POST-CON:7 - - - 5
POST-CON:8 1057 0.05 14-30 23
POST-CON:9 - - - 5

2.3 Rainfall Data

Rainfall data was taken from NOAA Atlas 14, Volume 2, Version 3 for Eden, NC.
Rainfall depths for each design storm are summarized below.

Table 5 - NOAA Rainfall Depths
Storm 𝑹𝒂𝒊𝒏𝒇𝒂𝒍𝒍 𝑫𝒆𝒑𝒕𝒉 ሺ𝒊𝒏ሻ
First Flush 1.00
10 Year, 24 Hour 5.10

BREC, P.A. Dollar General – Store #21637 6
Table 6 - NOAA Rainfall Intensity
Storm 𝑹𝒂𝒊𝒏𝒇𝒂𝒍𝒍 𝑰𝒏𝒕𝒆𝒏𝒔𝒊𝒕𝒚 ሺ𝒊𝒏/𝒉𝒓ሻ
10 Year, 5 Min 6.78
10 Year, 23 Min 3.90
10 Year, 25 Min 3.73

2.4 Pipe Design

A composite post-construction rational coefficient was also assigned to each post
construction drainage area as needed for pipe design. The composite rational
coefficients were calculated using individual coefficients of 0.85 for impervious
surfaces, 0.08 for grass surfaces, and 0.10 for wooded areas in HSG B soils.

𝐶௖௢௠௣ ൌ 𝐴௜௠௣ 𝑥 0.85 ൅𝐴௚௥௔௦௦ 𝑥 0.08 ൅𝐴௪௢௢ௗ௘ௗ 𝑥 0.10
𝐴௧௢௧௔௟

Table 7 - Composite Rational Coefficients
Name 𝑪𝒄𝒐𝒎𝒑 𝑸𝟏𝟎 ቆ𝒇𝒕𝟑
𝒔ቇ
POST-CON:1 0.83 1.76
POST-CON:2 0.85 1.22
POST-CON:3 0.84 0.92
POST-CON:4 0.29 1.81
POST-CON:5 0.08 0.11
POST-CON:6 0.08 0.04
POST-CON:7 0.08 0.06
POST-CON:8 0.24 5.70
POST-CON:9 0.80 1.11

The 10 year rational discharges were used to size pipes by solving Manning’s
equation iteratively for the normal depth.

Table 8 - Pipe Design Summary
NAME 𝑫𝑰𝑨 ሺ𝒊𝒏ሻ 𝑸𝒅𝒆𝒔𝒊𝒈𝒏 ቀ𝒇𝒕𝟑
𝒔ቁ 𝑽𝒅𝒆𝒔𝒊𝒈𝒏 ൬𝒇𝒕
𝒔൰ 
PIPE‐1 24 7.89^ 9.0 
PIPE‐2 15 0.92 3.3 
PIPE‐3 15 1.28 3.7 
PIPE‐4 15 2.19 3.9 
PIPE‐5 15 3.96 14.1 
PIPE‐6 12 0.04 1.5 
PIPE‐7 18 5.23 6.1 
^ 𝑄ଶହ

BREC, P.A. Dollar General – Store #21637 7
See Appendix for complete pipe design table.

2.4.1 Outlet Design

Outlet design for PIPE-1, PIPE-5, PIPE-6, and PIPE-7 was taken from Chapter 10
of HEC-14. Riprap 𝐷ହ଴ was calculated as:

𝐷ହ଴ ൌ 0.2𝐷ቆ𝑄ௗ௘௦௜௚௡
ඥ𝑔𝐷ଶ.ହ ቇ
ସ
ଷ
൬ 𝐷
𝑇𝑊൰
Where,
𝐷ହ଴ ൌ𝑟𝑖𝑝𝑟𝑎𝑝 𝑠𝑖𝑧𝑒,ሺ𝑓𝑡ሻ
𝑄ௗ௘௦௜௚௡ ൌ 𝐷𝑒𝑠𝑖𝑔𝑛 𝑑𝑖𝑠𝑐ℎ𝑎𝑟𝑔𝑒 ቆ𝑓𝑡ଷ
𝑠ቇ
𝐷ൌ𝑃𝑖𝑝𝑒 𝑑𝑖𝑎𝑚𝑒𝑡𝑒𝑟,ሺ𝑓𝑡ሻ
𝑇𝑊 ൌ 𝑇𝑎𝑖𝑙𝑤𝑎𝑡𝑒𝑟 𝑑𝑒𝑝𝑡ℎ,ሺ𝑓𝑡ሻ
𝑔 ൌ 𝑔𝑟𝑎𝑣𝑖𝑡𝑎𝑡𝑖𝑜𝑛𝑎𝑙 𝑎𝑐𝑐𝑒𝑙𝑒𝑟𝑎𝑡𝑖𝑜𝑛 ൬32.2 𝑓𝑡
𝑠ଶ ൰

Substituting the corresponding pipe diameters and design discharges into the
equation above for PIPE-1, PIPE-5, PIPE-6, and PIPE-7 yields:

Table 9 - Riprap Outlet Stone Sizing
NAME 𝑫𝑰𝑨 ሺ𝒊𝒏ሻ 𝑸𝒅𝒆𝒔𝒊𝒈𝒏 ቀ𝒇𝒕𝟑
𝒔ቁ 𝑫𝟓𝟎𝒄𝒂𝒍𝒄 ሺ𝒊𝒏ሻ 𝑫𝟓𝟎𝒅𝒆𝒔𝒊𝒈𝒏 ሺ𝒊𝒏ሻ
PIPE‐1 24 7.89 7.4 10 
PIPE‐5 15 3.96 3.4 5 
PIPE‐6 12 0.04 0.1 5 
PIPE‐7 18 5.23 4.7 5 

A minimum 𝐷ହ଴ of 5 𝑖𝑛𝑐ℎ𝑒𝑠 was chosen for each pipe which corresponds to
NCDOT Class A stone. Given the design 𝐷ହ଴ , the dimensions of the apron were
taken from Table 10.1 equations from HEC 141.

𝐿௔ ൌ𝐴𝑝𝑟𝑜𝑛 𝑙𝑒𝑛𝑔𝑡ℎ ሺ𝑓𝑡ሻ ൌ 4𝐷
𝐷௔ ൌ𝐴𝑝𝑟𝑜𝑛 𝑑𝑒𝑝𝑡ℎ ሺ𝑓𝑡ሻ ൌ 3.5𝐷ହ଴
𝑊ଵ ൌ 𝑈𝑝𝑝𝑒𝑟 𝑤𝑖𝑑𝑡ℎ ሺ𝑓𝑡ሻ ൌ 3𝐷
𝑊ଶ ൌ𝐿𝑜𝑤𝑒𝑟 𝑤𝑖𝑑𝑡ℎ ሺ𝑓𝑡ሻ ൌ 3𝐷൅൬2
3൰ 𝐿௔

1 http://www.fhwa.dot.gov/engineering/hydraulics/pubs/06086/hec14ch10.cfm

BREC, P.A. Dollar General – Store #21637 8
Table 10 - Riprap Apron Dimensions
NAME 𝑫𝑰𝑨 ሺ𝒊𝒏ሻ 𝑳𝒂 ሺ𝒇𝒕ሻ 𝑫𝒂 ሺ𝒇𝒕ሻ 𝑾𝟏 ሺ𝒇𝒕ሻ 𝑾𝟐 ሺ𝒇𝒕ሻ 
PIPE‐1 24 10 2.0 6.0 12.7 
PIPE‐5 15 5 1.5 3.8 7.1 
PIPE‐6 12 4 1.5 3.0 5.7 
PIPE‐7 18 6 1.5 4.5 8.5 

2.5 Hydrology Calculations

The water quality volume ሺ𝑊𝑄𝑉ሻ required to be treated from the first flush was
calculated using the Schueler method outlined in the NCDEQ Stormwater Design
Manual2. The Schueler method utilizes the following equations:

𝑅௩ ൌ 0.05 ൅ 0.9𝐼஺
𝑊𝑄𝑉 ൌ 3630𝑅஽ 𝑅௩ 𝐴

Where 𝐼஺ is the impervious fraction of the drainage area, 𝑅௩ is a runoff coefficient,
𝑅஽ is the rainfall depth, 𝐴 is the drainage area, and 𝑊𝑄௩ is the runoff volume. The
following parameters are used for the drainage routed to the sand filter.

𝐼௔ ൌ 0.69
𝑅௩ ൌ 0.05 ൅ 0.9ሺ0.43ሻ ൌ 0.67

𝑅஽ ൌ 1.0 𝑖𝑛𝑐ℎ
𝐴ൌ0.99 𝑎𝑐𝑟𝑒𝑠

𝑊𝑄𝑉 ൌ 3,630ሺ1.0ሻሺ0.67ሻሺ0.99ሻ ൌ 2,392 𝑓𝑡ଷ
𝑊𝑄𝑉௔ௗ௝ ൌ 0.75𝑊𝑄௩ ൌ 0.75ሺ2,392ሻ ൌ 1,794 𝑓𝑡ଷ

2.6 Modified Curve Number Calculations

To route the 𝑊𝑄𝑉 through the sand filter, it is necessary to calculate a modified
SCS curve number to avoid underrepresenting the first flush. The modified curve
number is calculated as follows:

𝐶𝑁௠ ൌ 1000/ቂ10 ൅ 5𝑅஽ ൅ 10𝑅௩ െ 10ඥ𝑅௩ଶ ൅ 1.25𝑅௩ 𝑅஽ ቃ

The modified curve numbers were used to route the first flush using an SCS 6 hour
balanced storm distribution. The remaining design storms were routed with
standard curve numbers and an SCS type II 24 hour storm distribution.

2 https://deq.nc.gov/sw-bmp-manual

BREC, P.A. Dollar General – Store #21637 9
Table 11 - Modified SCS Curve Numbers
Name 𝑹𝒗 𝑪𝑵𝒎𝒐𝒅
POST-CON:1 0.93 99.40
POST-CON:2 0.95 99.57
POST-CON:3 0.94 99.49
POST-CON:4 0.29 89.18
POST-CON:5 0.05 77.22
POST-CON:6 0.05 77.22
POST-CON:7 0.05 77.22
POST-CON:8 0.17 84.87
POST-CON:9 0.89 98.98

2.7 Sand Filter Design

The combined area of the sediment chamber and sand chamber is determined
from the relationship of the max water depth observed during the water quality
event, 𝐻௠௔௫ , and the adjusted water quality volume. The design value for 𝐻௠௔௫
was chosen as 1.0 𝑓𝑡. When coupled with the adjusted water quality volume,
𝑊𝑄𝑉௔ௗ௝ ൌ 0.75𝑊𝑄𝑉 ൌ 2,301 𝑓𝑡ଷ , the resulting stage storage for the sand filter is
summarized below.

Table 12 - Sand Filter State-Storage
𝑺𝒕𝒂𝒈𝒆
ሺ𝒇𝒕ሻ
𝑬𝒍𝒆𝒗𝒂𝒕𝒊𝒐𝒏
ሺ𝒇𝒕ሻ
𝑨𝒓𝒆𝒂
൫𝒇𝒕𝟐൯
𝑺𝒆𝒅𝒊𝒎𝒆𝒏𝒕 𝑽𝒐𝒍
൫𝒇𝒕𝟑൯
𝑭𝒊𝒍𝒕𝒆𝒓 𝑽𝒐𝒍
൫𝒇𝒕𝟑൯
𝑻𝒐𝒕𝒂𝒍 𝑽𝒐𝒍
൫𝒇𝒕𝟑൯
0.0 559 2,837 0 0 0
1.0 560 3,793 1,684 1,631 3,315
2.0 561 4,795 3,865 3,744 7,609
3.0 562 5,854 6,569 6,364 12,934

At 𝐸𝑙𝑒𝑣𝑎𝑡𝑖𝑜𝑛 ൌ 560 𝑓𝑡,𝐻௠௔௫ ൌ 1.0 𝑓𝑡, 𝑊𝑄𝑉௣௥௢௩௜ௗ௘ௗ ൌ 3,315 𝑓𝑡ଷ ൐𝑊𝑄𝑉௔ௗ௝ .
2.7.1 Chamber and Filter Sizing

The sediment chamber and filter chamber are equally sized. The sediment
chamber is split between the two ends of the storage area to accommodate inflows
from each side and each have an additional 1.0 𝑓𝑡 depression to assist with
maintenance and primary sediment deposition; however, this added volume is not
considered in calculations to meet minimum design criteria requirements. Given
the filter chamber area, the sand media area, 𝐴௦௔௡ௗ , was selected as 881 𝑓𝑡ଶ . This
value maximizes the available filter chamber area and preserves an easily
installable geometric shape for the sand media while providing space for
installation of the outlet structure outside of the sand media and preventing the

BREC, P.A. Dollar General – Store #21637 10
sand media from being installed adjacent to the toe of slope grading. Discharge
through the sand media is governed by Darcy’s Law.

𝑄௦௔௡ௗ ൌ 𝐴௦௔௡ௗ 𝑘൫ℎ௙ ൅𝑑௙ ൯
𝑑௙

Where,
𝐴௦௔௡ௗ ൌ𝑆𝑎𝑛𝑑 𝑚𝑒𝑑𝑖𝑎 𝑠𝑢𝑟𝑓𝑎𝑐𝑒 𝑎𝑟𝑒𝑎 ሺ𝑓𝑡ଶ ሻ ൌ 881 𝑓𝑡ଶ
𝑘ൌ𝑆𝑎𝑛𝑑 𝑚𝑒𝑑𝑖𝑎 𝑝𝑒𝑟𝑚𝑒𝑎𝑏𝑖𝑙𝑖𝑡𝑦 ൬ 𝑓𝑡
𝑑𝑎𝑦൰ ൌ 4.0 𝑓𝑡
𝑑𝑎𝑦
𝑑௙ ൌ𝑆𝑎𝑛𝑑 𝑚𝑒𝑑𝑖𝑎 𝑑𝑒𝑝𝑡ℎ ሺ𝑓𝑡ሻ ൌ 1.5 𝑓𝑡
ℎ௙ ൌ𝐻𝑒𝑖𝑔ℎ𝑡 𝑜𝑓 𝑤𝑎𝑡𝑒𝑟 𝑎𝑏𝑜𝑣𝑒 𝑠𝑎𝑛𝑑 𝑚𝑒𝑑𝑖𝑎

2.7.2 Underdrain Sizing

Drawdown time is calculated as:

𝑡ൌ 𝑊𝑄𝑉𝑑௙
𝑘൫ℎ௔ ൅𝑑௙ ൯𝐴௦௔௡ௗ
ൌ 3,068ሺ1.5ሻ
4.0ሺ0.5 ൅ 1.5ሻ881 ൌ 15.7 ℎ𝑜𝑢𝑟𝑠

Discharge rate is calculated as:

𝑄௨௡ௗ௘௥ௗ௥௔௜௡ ൌ 𝑊𝑄𝑉
𝑡ൌ 3,068
15.7 ൌ 0.054 𝑓𝑡ଷ
𝑠

After applying a safety factor of 10,

𝑄௖௔௟௖ ൌ 10𝑄௨௡ௗ௘௥ௗ௥௔௜௡ ൌ 0.54 𝑓𝑡ଷ
𝑠

The diameter of a single pipe is calculated as:

𝐷ൌ16 ൬𝑛𝑄௖௔௟௖
√𝑆൰
ଷ
଼
Where,

𝑛 ൌ 𝑀𝑎𝑛𝑛𝑖𝑛𝑔
ᇱ 𝑠 𝑟𝑜𝑢𝑔ℎ𝑛𝑒𝑠𝑠 𝑓𝑜𝑟 𝑝𝑖𝑝𝑒
𝑆 ൌ 𝑝𝑖𝑝𝑒 𝑠𝑙𝑜𝑝𝑒

𝐷ൌ16 ቆ0.011ሺ0.54ሻ
√0.005 ቇ
ଷ
଼
ൌ 6.3 𝑖𝑛𝑐ℎ𝑒𝑠

Per Table 1 of Section A-5 of the NCDEQ Stormwater Design Manual, use (4) 4
inch pipes.

BREC, P.A. Dollar General – Store #21637 11
2.7.3 Anti‐floatation Calculations

The outlet structure is a 5.0 𝑓𝑡 tall 3 𝑓𝑡 𝑥 3 𝑓𝑡 precast concrete box with 6 𝑖𝑛 side
and bottom wall thicknesses. Including concrete and reinforcing steel, the
structure has an empty mass of 𝑀௢௨௧௟௘௧೐೘೛೟೤ ൌ 5,184 𝑙𝑏.

Assuming the total height of the box is exposed to buoyant forces, the volume of
water displaced by the box is calculated from the outside dimensions.
𝑉௕௢௫ೢೌ೟೐ೝ ൌ 4.0 𝑓𝑡 𝑥 4.0 𝑓𝑡 𝑥 5.50 𝑓𝑡 ൌ 88.0 𝑓𝑡ଷ

The buoyant force on the box is defined from the hydraulic forces acting

𝐹௕ ൌ𝑉௕௢௫ೢೌ೟೐ೝ 𝜌௪ ൌ 88.0 𝑓𝑡ଷ 𝑥 62.4 𝑙𝑏
𝑓𝑡ଷ ൌ 5,491 𝑙𝑏

Additional mass was added to the outlet structure by pouring a 9 𝑖𝑛 concrete slab
over the bottom.

𝑀௢௨௧௟௘௧೟೚೟ೌ೗ ൌ 5,184 𝑙𝑏 ൅ ሺ3 𝑓𝑡ሻሺ3 𝑓𝑡ሻሺ0.75 𝑓𝑡ሻ ൬150 𝑙𝑏
𝑓𝑡ଷ൰ ൌ 6,196 𝑙𝑏 ൐ 𝐹௕

3.0 Results

The first flush ሺ1"ሻ storm is routed through the sand filter and reaches a max
storage depth of 0.69 𝑓𝑡 which does not exceed the design 𝐻௠௔௫ ൌ 1.0 𝑓𝑡. The
water quality volume is discharged over a period of 17.75 ℎ𝑜𝑢𝑟𝑠.

BREC, P.A. Dollar General – Store #21637 12

Figure 1 - System Storage of First Flush

Town of Eden ordinance requirements for peak attenuation of the 10 year, 24 hour
storm are also satisfied.

Table 13 - Pre/Post Construction Discharges
𝑺𝒕𝒐𝒓𝒎 𝑷𝑹𝑬 െ 𝑪𝑶𝑵 ቆ𝒇𝒕𝟑
𝑠ቇ 𝑷𝑶𝑺𝑻 െ 𝑪𝑶𝑵 ቆ𝒇𝒕𝟑
𝑠ቇ
10 year, 24 hour 21.01 17.56
Storage: System (POST-CON-ROUTING-BALANCED 2020-07-13 08:21:48)Storage (ft³)2400
2160
1920
1680
1440
1200
960
720
480
240
Time (hrs)
454035302520151050
BREC, P.A. Dollar General – Store #21637 13 Appendix Table 14 - Pipe Design Table NAME DIA (IN) INV UP HGL UP INV DOWN HGL DOWN LEN (FT) S (FT/FT) n Q MAX (CFS) Q DESIGN (CFS) V DESIGN (FT/S) PIPE‐1 24 558.7 559.35 557.68 558.33 49.4 0.021 0.012 35.2 7.89 9.0 PIPE‐2 15 562.5 562.85 562.2 562.55 55.5 0.005 0.012 5.1 0.92 3.3 PIPE‐3 15 562.5 562.91 562.2 562.61 49.4 0.006 0.012 5.5 1.28 3.7 PIPE‐4 15 562.1 562.68 561.38 561.96 139.8 0.005 0.012 5.0 2.19 3.9 PIPE‐5 15 561.28 561.63 559 559.35 21.2 0.108 0.012 22.9 3.96 14.1 PIPE‐6 12 563.5 563.58 563.25 563.33 43 0.006 0.012 2.9 0.04 1.5 PIPE‐7 18 556.5 557.23 556 556.73 54.6 0.009 0.012 10.9 5.23 6.1 
BREC, P.A. Dollar General – Store #21637 14
Post‐construction First Flush

Project Description
POST-CON-ROUTING-BALANCED.SPF
Project Options
CFS
Elevation
SCS TR-55
User-Defined
Hydrodynamic
YES
NO
Analysis Options
Jun 29, 2020 00:00:00
Jul 01, 2020 00:00:00
Jun 29, 2020 00:00:00
0 days
0 01:00:00 days hh:mm:ss
0 00:05:00 days hh:mm:ss
0 00:00:15 days hh:mm:ss
15 seconds
Number of Elements
Qty
1
9
4
2
1
0
0
1
4
0
2
0
0
1
1
0
0
Rainfall Details
SN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall
ID Source ID Type Units Period Depth Distribution
(years)(inches)
1 EDEN Time Series 1IN-6HR-BALANCED Cumulative inches 0.00
Orifices .............................................................
Weirs ................................................................
Outlets ..............................................................
Pollutants ...................................................................
Land Uses .................................................................
Inlets .................................................................
Storage Nodes ..................................................
Links...........................................................................
Channels ...........................................................
Pipes .................................................................
Pumps ...............................................................
Rain Gages ...............................................................
Subbasins...................................................................
Nodes.........................................................................
Junctions ..........................................................
Outfalls ..............................................................
Flow Diversions ................................................
Start Reporting On ....................................................
Antecedent Dry Days ................................................
Runoff (Dry Weather) Time Step ..............................
Runoff (Wet Weather) Time Step .............................
Reporting Time Step .................................................
Routing Time Step ....................................................
Time of Concentration (TOC) Method .......................
Link Routing Method .................................................
Enable Overflow Ponding at Nodes ..........................
Skip Steady State Analysis Time Periods .................
Start Analysis On .......................................................
End Analysis On ........................................................
File Name ..................................................................
Description ................................................................R:\Shared
Folders\PROJECTS\BREC\PROJECTS\316_TERAMORE_DEVELOPMENT\3160632019_DOLLAR_G
Flow Units ..................................................................
Elevation Type ...........................................................
Hydrology Method .....................................................
Subbasin Summary
SN Subbasin Area Peak Rate Weighted Total Total Total Peak Time of
ID Factor Curve Rainfall Runoff Runoff Runoff Concentration
Number Volume
(ac)(in)(in)(ac-in)(cfs)(days hh:mm:ss)
1 {POST-CON}.POST-CON : 1 0.31 484.00 99.40 1.00 0.93 0.29 0.65 0 00:05:00
2 {POST-CON}.POST-CON : 2 0.21 484.00 99.57 1.00 0.95 0.20 0.44 0 00:05:00
3 {POST-CON}.POST-CON : 3 0.16 484.00 99.49 1.00 0.94 0.15 0.33 0 00:05:00
4 {POST-CON}.POST-CON : 4 0.93 484.00 89.18 1.00 0.29 0.27 0.68 0 00:05:00
5 {POST-CON}.POST-CON : 5 0.21 484.00 77.22 1.00 0.05 0.01 0.01 0 00:05:00
6 {POST-CON}.POST-CON : 6 0.08 484.00 77.22 1.00 0.04 0.00 0.00 0 00:05:00
7 {POST-CON}.POST-CON : 7 0.11 484.00 77.22 1.00 0.05 0.01 0.01 0 00:05:00
8 {POST-CON}.POST-CON : 8 7.38 484.00 84.87 1.00 0.17 1.25 1.41 0 00:23:00
9 {POST-CON}.POST-CON : 9 0.21 484.00 98.98 1.00 0.88 0.18 0.42 0 00:05:00
Node Summary
SN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time
ID Type Elevation (Max)Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded Flooded
Elevation Elevation Attained Depth Attained Flooding Volume
Attained Occurrence
(ft)(ft)(ft)(ft)(ft²)(cfs)(ft)(ft)(ft)(days hh:mm)(ac-in)(min)
1 BMP-RISER Junction 556.50 562.00 556.50 0.00 0.00 0.06 556.59 0.00 5.41 0 00:00 0.00 0.00
2 SITE-JUNCTION Junction 556.00 562.00 556.00 0.00 0.00 1.64 556.22 0.00 5.78 0 00:00 0.00 0.00
3 OUTFALL-1 Outfall 553.24 1.64 553.43
4 SAND-FILTER Storage Node 559.00 562.00 559.00 0.00 1.83 559.69 0.00 0.00
Link Summary
SN Element Element From To (Outlet)Length Inlet Outlet Average Diameter or Manning's Peak Design Flow Peak Flow/Peak Flow Peak Flow Peak Flow Total Time Reported
ID Type (Inlet)Node Invert Invert Slope Height Roughness Flow Capacity Design Flow Velocity Depth Depth/Surcharged Condition
Node Elevation Elevation Ratio Total Depth
Ratio
(ft)(ft)(ft)(%)(in)(cfs)(cfs)(ft/sec)(ft)(min)
1 BMP-BARREL Pipe BMP-RISER SITE-JUNCTION 70.00 556.50 556.00 0.7100 18.000 0.0120 0.06 9.62 0.01 2.05 0.15 0.10 0.00 Calculated
2 VIRTUAL-LINK Pipe SITE-JUNCTION OUTFALL-1 20.00 556.00 553.24 13.8000 24.000 0.0120 1.64 91.04 0.02 9.63 0.21 0.10 0.00 Calculated
3 FILTER-MEDIA Outlet SAND-FILTER BMP-RISER 559.00 556.50 0.06
4 EM-SPILLWAY Weir SAND-FILTER SITE-JUNCTION 559.00 556.00 0.00
Subbasin Hydrology
Subbasin : {POST-CON}.POST-CON : 1
Input Data
Area (ac) .....................................................0.31
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................99.40
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.31 -99.40
Composite Area & Weighted CN 0.31 99.40
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.93
Peak Runoff (cfs) ........................................0.65
Weighted Curve Number ............................99.40
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 1
Subbasin : {POST-CON}.POST-CON : 2
Input Data
Area (ac) .....................................................0.21
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................99.57
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.21 -99.57
Composite Area & Weighted CN 0.21 99.57
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.95
Peak Runoff (cfs) ........................................0.44
Weighted Curve Number ............................99.57
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 2
Subbasin : {POST-CON}.POST-CON : 3
Input Data
Area (ac) .....................................................0.16
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................99.49
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.16 -99.49
Composite Area & Weighted CN 0.16 99.49
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.94
Peak Runoff (cfs) ........................................0.33
Weighted Curve Number ............................99.49
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 3
Subbasin : {POST-CON}.POST-CON : 4
Input Data
Area (ac) .....................................................0.93
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................89.18
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.93 -89.18
Composite Area & Weighted CN 0.93 89.18
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.29
Peak Runoff (cfs) ........................................0.68
Weighted Curve Number ............................89.18
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 4
Subbasin : {POST-CON}.POST-CON : 5
Input Data
Area (ac) .....................................................0.21
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................77.22
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.21 -77.22
Composite Area & Weighted CN 0.21 77.22
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.05
Peak Runoff (cfs) ........................................0.01
Weighted Curve Number ............................77.22
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 5
Subbasin : {POST-CON}.POST-CON : 6
Input Data
Area (ac) .....................................................0.08
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................77.22
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.08 -77.22
Composite Area & Weighted CN 0.08 77.22
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.04
Peak Runoff (cfs) ........................................0.00
Weighted Curve Number ............................77.22
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 6
Subbasin : {POST-CON}.POST-CON : 7
Input Data
Area (ac) .....................................................0.11
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................77.22
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.11 -77.22
Composite Area & Weighted CN 0.11 77.22
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.05
Peak Runoff (cfs) ........................................0.01
Weighted Curve Number ............................77.22
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 7
Subbasin : {POST-CON}.POST-CON : 8
Input Data
Area (ac) .....................................................7.38
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................84.87
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-7.38 -84.87
Composite Area & Weighted CN 7.38 84.87
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.17
Peak Runoff (cfs) ........................................1.41
Weighted Curve Number ............................84.87
Time of Concentration (days hh:mm:ss) .....0 00:23:00
Subbasin : {POST-CON}.POST-CON : 8
Subbasin : {POST-CON}.POST-CON : 9
Input Data
Area (ac) .....................................................0.21
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................98.98
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.21 -98.98
Composite Area & Weighted CN 0.21 98.98
Subbasin Runoff Results
Total Rainfall (in) .........................................1.00
Total Runoff (in) ..........................................0.88
Peak Runoff (cfs) ........................................0.42
Weighted Curve Number ............................98.98
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 9
Junction Input
SN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum
ID Elevation (Max)(Max)Water Water Elevation Depth Area Pipe
Elevation Offset Elevation Depth Cover
(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft²)(in)
1 BMP-RISER 556.50 562.00 5.50 556.50 0.00 0.00 -562.00 0.00 0.00
2 SITE-JUNCTION 556.00 562.00 6.00 556.00 0.00 0.00 -562.00 0.00 0.00
Junction Results
SN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time
ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded Flooded
Inflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume
Attained Occurrence
(cfs)(cfs)(ft)(ft)(ft)(ft)(ft)(ft)(days hh:mm)(days hh:mm)(ac-in)(min)
1 BMP-RISER 0.06 0.00 556.59 0.09 0.00 5.41 556.53 0.03 0 06:53 0 00:00 0.00 0.00
2 SITE-JUNCTION 1.64 1.58 556.22 0.22 0.00 5.78 556.02 0.02 0 03:21 0 00:00 0.00 0.00
Pipe Input
SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial Flap
ID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Gate
Elevation Offset Elevation Offset Height
(ft)(ft)(ft)(ft)(ft)(ft)(%)(in)(in)(cfs)
1 BMP-BARREL 70.00 556.50 0.00 556.00 0.00 0.50 0.7100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 No
2 VIRTUAL-LINK 20.00 556.00 0.00 553.24 0.00 2.76 13.8000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 No
Pipe Results
SN Element Peak Time of Design Flow Peak Flow/Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported
ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/Surcharged Number Condition
Occurrence Ratio Total Depth
Ratio
(cfs)(days hh:mm)(cfs)(ft/sec)(min)(ft)(min)
1 BMP-BARREL 0.06 0 04:37 9.62 0.01 2.05 0.57 0.15 0.10 0.00 Calculated
2 VIRTUAL-LINK 1.64 0 03:21 91.04 0.02 9.63 0.03 0.21 0.10 0.00 Calculated
Storage Nodes
Storage Node : SAND-FILTER
Input Data
559.00
562.00
3.00
559.00
0.00
0.00
0.00
Storage Area Volume Curves
Storage Curve : SAND-FILTER
Stage Storage Storage
Area Volume
(ft)(ft²)(ft³)
0 2837 0.000
1 3793 3315.00
2 4795 7609.00
3 5854 12933.50
Evaporation Loss ............................................................
Invert Elevation (ft) .........................................................
Max (Rim) Elevation (ft) ..................................................
Max (Rim) Offset (ft) .......................................................
Initial Water Elevation (ft) ...............................................
Initial Water Depth (ft) ....................................................
Ponded Area (ft²) ............................................................
Storage Area Volume Curves
Storage Volume (fin
goon gioo qmo gcoo geoo a000 a200 0.wo a600 a800 5,000 5,200 5,mo 5,600 5,e00
Storage Area (aj
— Storage Area — Storage Volume

Storage Node : SAND-FILTER (continued)
Outflow Weirs
SN Element Weir Flap Crest Crest Length Weir Total Discharge
ID Type Gate Elevation Offset Height Coefficient
(ft)(ft)(ft)(ft)
1 EM-SPILLWAY Trapezoidal No 561.00 2.00 10.00 1.00 3.33
Output Summary Results
1.83
1.83
0.06
0.00
559.69
0.69
559.12
0.12
0 04:37
0.000
0
0
0.00
Total Time Flooded (min) ...............................................
Total Retention Time (sec) .............................................
Max HGL Depth Attained (ft) ..........................................
Average HGL Elevation Attained (ft) ..............................
Average HGL Depth Attained (ft) ...................................
Time of Max HGL Occurrence (days hh:mm) ................
Total Exfiltration Volume (1000-ft³) ................................
Total Flooded Volume (ac-in) .........................................
Peak Inflow (cfs) .............................................................
Peak Lateral Inflow (cfs) .................................................
Peak Outflow (cfs) ..........................................................
Peak Exfiltration Flow Rate (cfm) ...................................
Max HGL Elevation Attained (ft) .....................................

BREC, P.A. Dollar General – Store #21637 15
Pre‐construction 10 Year, 24 Hour

Project Description
PRE-CON-ROUTING.SPF
Project Options
CFS
Elevation
SCS TR-55
User-Defined
Hydrodynamic
YES
NO
Analysis Options
Jun 29, 2020 00:00:00
Jul 01, 2020 00:00:00
Jun 29, 2020 00:00:00
0 days
0 01:00:00 days hh:mm:ss
0 00:05:00 days hh:mm:ss
0 00:00:15 days hh:mm:ss
15 seconds
Number of Elements
Qty
1
1
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
Rainfall Details
SN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall
ID Source ID Type Units Period Depth Distribution
(years)(inches)
1 EDEN Time Series 10YR-24HR Cumulative inches North Carolina Rockingham 10 5.10 SCS Type II 24-hr
Orifices ...............................................
Weirs ..................................................
Outlets ................................................
Pollutants ....................................................
Land Uses ...................................................
Inlets ...................................................
Storage Nodes ...................................
Links.............................................................
Channels ............................................
Pipes ..................................................
Pumps ................................................
Rain Gages .................................................
Subbasins....................................................
Nodes...........................................................
Junctions ............................................
Outfalls ...............................................
Flow Diversions ..................................
Start Reporting On ......................................
Antecedent Dry Days ..................................
Runoff (Dry Weather) Time Step ................
Runoff (Wet Weather) Time Step ...............
Reporting Time Step ...................................
Routing Time Step ......................................
Time of Concentration (TOC) Method ........
Link Routing Method ...................................
Enable Overflow Ponding at Nodes ............
Skip Steady State Analysis Time Periods ...
Start Analysis On ........................................
End Analysis On ..........................................
File Name ....................................................
Description ..................................................R:\Shared
Folders\PROJECTS\BREC\PROJECTS\316_TERAMORE_DEVELOPMENT\3160632019_DOLLAR_GENERAL_EDEN_NC_
Flow Units ...................................................
Elevation Type ............................................
Hydrology Method .......................................
Subbasin Summary
SN Subbasin Area Peak Rate Weighted Total Total Total Peak Time of
ID Factor Curve Rainfall Runoff Runoff Runoff Concentration
Number Volume
(ac)(in)(in)(ac-in)(cfs)(days hh:mm:ss)
1 {PRE-CON}.PRE-CON : 1 9.59 484.00 71.80 5.10 2.26 21.65 21.01 0 00:25:00
Node Summary
SN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time
ID Type Elevation (Max)Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded Flooded
Elevation Elevation Attained Depth Attained Flooding Volume
Attained Occurrence
(ft)(ft)(ft)(ft)(ft²)(cfs)(ft)(ft)(ft)(days hh:mm)(ac-in)(min)
1 OUTFALL-1 Outfall 553.24 0.00 0.00
Subbasin Hydrology
Subbasin : {PRE-CON}.PRE-CON : 1
Input Data
Area (ac) .....................................................9.59
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................71.80
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-9.56 -71.80
Composite Area & Weighted CN 9.56 71.80
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................2.26
Peak Runoff (cfs) ........................................21.01
Weighted Curve Number ............................71.80
Time of Concentration (days hh:mm:ss) .....0 00:25:00
Subbasin : {PRE-CON}.PRE-CON : 1

BREC, P.A. Dollar General – Store #21637 16
Post‐construction 10 Year, 24 Hour

Project Description
POST-CON-ROUTING.SPF
Project Options
CFS
Elevation
SCS TR-55
User-Defined
Hydrodynamic
YES
NO
Analysis Options
Jun 29, 2020 00:00:00
Jul 01, 2020 00:00:00
Jun 29, 2020 00:00:00
0 days
0 01:00:00 days hh:mm:ss
0 00:05:00 days hh:mm:ss
0 00:00:15 days hh:mm:ss
15 seconds
Number of Elements
Qty
1
9
4
2
1
0
0
1
6
0
2
0
1
2
1
0
0
Rainfall Details
SN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall
ID Source ID Type Units Period Depth Distribution
(years)(inches)
1 EDEN Time Series 10YR-24HR Cumulative inches North Carolina Rockingham 10 5.10 SCS Type II 24-hr
Orifices ...............................................
Weirs ..................................................
Outlets ................................................
Pollutants ....................................................
Land Uses ...................................................
Inlets ...................................................
Storage Nodes ...................................
Links.............................................................
Channels ............................................
Pipes ..................................................
Pumps ................................................
Rain Gages .................................................
Subbasins....................................................
Nodes...........................................................
Junctions ............................................
Outfalls ...............................................
Flow Diversions ..................................
Start Reporting On ......................................
Antecedent Dry Days ..................................
Runoff (Dry Weather) Time Step ................
Runoff (Wet Weather) Time Step ...............
Reporting Time Step ...................................
Routing Time Step ......................................
Time of Concentration (TOC) Method ........
Link Routing Method ...................................
Enable Overflow Ponding at Nodes ............
Skip Steady State Analysis Time Periods ...
Start Analysis On ........................................
End Analysis On ..........................................
File Name ....................................................
Description ..................................................R:\Shared
Folders\PROJECTS\BREC\PROJECTS\316_TERAMORE_DEVELOPMENT\3160632019_DOLLAR_GENERAL_EDEN_NC_
Flow Units ...................................................
Elevation Type ............................................
Hydrology Method .......................................
Subbasin Summary
SN Subbasin Area Peak Rate Weighted Total Total Total Peak Time of
ID Factor Curve Rainfall Runoff Runoff Runoff Concentration
Number Volume
(ac)(in)(in)(ac-in)(cfs)(days hh:mm:ss)
1 {POST-CON}.POST-CON : 1 0.31 484.00 97.22 5.10 4.77 1.48 2.09 0 00:05:00
2 {POST-CON}.POST-CON : 2 0.21 484.00 98.00 5.10 4.86 1.03 1.41 0 00:05:00
3 {POST-CON}.POST-CON : 3 0.16 484.00 97.61 5.10 4.82 0.77 1.07 0 00:05:00
4 {POST-CON}.POST-CON : 4 0.93 484.00 70.90 5.10 2.18 2.04 3.22 0 00:05:00
5 {POST-CON}.POST-CON : 5 0.21 484.00 61.00 5.10 1.43 0.30 0.45 0 00:05:00
6 {POST-CON}.POST-CON : 6 0.08 484.00 61.00 5.10 1.43 0.12 0.18 0 00:05:00
7 {POST-CON}.POST-CON : 7 0.11 484.00 61.00 5.10 1.43 0.16 0.23 0 00:05:00
8 {POST-CON}.POST-CON : 8 7.38 484.00 65.20 5.10 1.74 12.80 12.57 0 00:23:00
9 {POST-CON}.POST-CON : 9 0.21 484.00 95.37 5.10 4.56 0.93 1.34 0 00:05:00
Node Summary
SN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time
ID Type Elevation (Max)Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded Flooded
Elevation Elevation Attained Depth Attained Flooding Volume
Attained Occurrence
(ft)(ft)(ft)(ft)(ft²)(cfs)(ft)(ft)(ft)(days hh:mm)(ac-in)(min)
1 BMP-RISER Junction 556.50 562.00 556.50 0.00 0.00 4.69 557.44 0.00 4.56 0 00:00 0.00 0.00
2 SITE-JUNCTION Junction 556.00 562.00 556.00 0.00 0.00 17.56 557.04 0.00 4.96 0 00:00 0.00 0.00
3 OUTFALL-1 Outfall 553.24 17.56 553.84
4 SAND-FILTER Storage Node 559.00 562.00 559.00 0.00 6.74 560.53 0.00 0.00
Link Summary
SN Element Element From To (Outlet)Length Inlet Outlet Average Diameter or Manning's Peak Design Flow Peak Flow/Peak Flow Peak Flow Peak Flow Total Time Reported
ID Type (Inlet)Node Invert Invert Slope Height Roughness Flow Capacity Design Flow Velocity Depth Depth/Surcharged Condition
Node Elevation Elevation Ratio Total Depth
Ratio
(ft)(ft)(ft)(%)(in)(cfs)(cfs)(ft/sec)(ft)(min)
1 BMP-BARREL Pipe BMP-RISER SITE-JUNCTION 70.00 556.50 556.00 0.7100 18.000 0.0120 4.69 9.62 0.49 3.95 0.99 0.66 0.00 Calculated
2 VIRTUAL-LINK Pipe SITE-JUNCTION OUTFALL-1 20.00 556.00 553.24 13.8000 24.000 0.0120 17.56 91.04 0.19 14.52 0.82 0.41 0.00 Calculated
3 SECONDARY-OUTLET Orifice SAND-FILTER BMP-RISER 559.00 556.50 36.000 0.00
4 FILTER-MEDIA Outlet SAND-FILTER BMP-RISER 559.00 556.50 0.08
5 EM-SPILLWAY Weir SAND-FILTER SITE-JUNCTION 559.00 556.00 0.00
6 PRINCIPAL-SPILLWAY Weir SAND-FILTER BMP-RISER 559.00 556.50 4.61
Subbasin Hydrology
Subbasin : {POST-CON}.POST-CON : 1
Input Data
Area (ac) .....................................................0.31
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................97.22
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.31 -97.22
Composite Area & Weighted CN 0.31 97.22
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................4.77
Peak Runoff (cfs) ........................................2.09
Weighted Curve Number ............................97.22
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 1
Subbasin : {POST-CON}.POST-CON : 2
Input Data
Area (ac) .....................................................0.21
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................98.00
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.21 -98.00
Composite Area & Weighted CN 0.21 98.00
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................4.86
Peak Runoff (cfs) ........................................1.41
Weighted Curve Number ............................98.00
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 2
Subbasin : {POST-CON}.POST-CON : 3
Input Data
Area (ac) .....................................................0.16
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................97.61
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.16 -97.61
Composite Area & Weighted CN 0.16 97.61
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................4.82
Peak Runoff (cfs) ........................................1.07
Weighted Curve Number ............................97.61
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 3
Subbasin : {POST-CON}.POST-CON : 4
Input Data
Area (ac) .....................................................0.93
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................70.90
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.93 -70.90
Composite Area & Weighted CN 0.93 70.90
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................2.18
Peak Runoff (cfs) ........................................3.22
Weighted Curve Number ............................70.90
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 4
Subbasin : {POST-CON}.POST-CON : 5
Input Data
Area (ac) .....................................................0.21
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................61.00
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.21 -61.00
Composite Area & Weighted CN 0.21 61.00
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................1.43
Peak Runoff (cfs) ........................................0.45
Weighted Curve Number ............................61.00
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 5
Subbasin : {POST-CON}.POST-CON : 6
Input Data
Area (ac) .....................................................0.08
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................61.00
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.08 -61.00
Composite Area & Weighted CN 0.08 61.00
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................1.43
Peak Runoff (cfs) ........................................0.18
Weighted Curve Number ............................61.00
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 6
Subbasin : {POST-CON}.POST-CON : 7
Input Data
Area (ac) .....................................................0.11
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................61.00
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.11 -61.00
Composite Area & Weighted CN 0.11 61.00
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................1.43
Peak Runoff (cfs) ........................................0.23
Weighted Curve Number ............................61.00
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 7
Subbasin : {POST-CON}.POST-CON : 8
Input Data
Area (ac) .....................................................7.38
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................65.20
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-7.38 -65.20
Composite Area & Weighted CN 7.38 65.20
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................1.74
Peak Runoff (cfs) ........................................12.57
Weighted Curve Number ............................65.20
Time of Concentration (days hh:mm:ss) .....0 00:23:00
Subbasin : {POST-CON}.POST-CON : 8
Subbasin : {POST-CON}.POST-CON : 9
Input Data
Area (ac) .....................................................0.21
Peak Rate Factor ........................................484.00
Weighted Curve Number ............................95.37
Rain Gage ID ...............................................EDEN
Composite Curve Number
Area Soil Curve
Soil/Surface Description (acres)Group Number
-0.21 -95.37
Composite Area & Weighted CN 0.21 95.37
Subbasin Runoff Results
Total Rainfall (in) .........................................5.10
Total Runoff (in) ..........................................4.56
Peak Runoff (cfs) ........................................1.34
Weighted Curve Number ............................95.37
Time of Concentration (days hh:mm:ss) .....0 00:05:00
Subbasin : {POST-CON}.POST-CON : 9
Junction Input
SN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum
ID Elevation (Max)(Max)Water Water Elevation Depth Area Pipe
Elevation Offset Elevation Depth Cover
(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft²)(in)
1 BMP-RISER 556.50 562.00 5.50 556.50 0.00 0.00 -562.00 0.00 0.00
2 SITE-JUNCTION 556.00 562.00 6.00 556.00 0.00 0.00 -562.00 0.00 0.00
Junction Results
SN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time
ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded Flooded
Inflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume
Attained Occurrence
(cfs)(cfs)(ft)(ft)(ft)(ft)(ft)(ft)(days hh:mm)(days hh:mm)(ac-in)(min)
1 BMP-RISER 4.69 0.00 557.44 0.94 0.00 4.56 556.59 0.09 0 12:02 0 00:00 0.00 0.00
2 SITE-JUNCTION 17.56 13.28 557.04 1.04 0.00 4.96 556.08 0.08 0 12:03 0 00:00 0.00 0.00
Pipe Input
SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial Flap
ID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Gate
Elevation Offset Elevation Offset Height
(ft)(ft)(ft)(ft)(ft)(ft)(%)(in)(in)(cfs)
1 BMP-BARREL 70.00 556.50 0.00 556.00 0.00 0.50 0.7100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 No
2 VIRTUAL-LINK 20.00 556.00 0.00 553.24 0.00 2.76 13.8000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 No
Pipe Results
SN Element Peak Time of Design Flow Peak Flow/Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported
ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/Surcharged Number Condition
Occurrence Ratio Total Depth
Ratio
(cfs)(days hh:mm)(cfs)(ft/sec)(min)(ft)(min)
1 BMP-BARREL 4.69 0 12:02 9.62 0.49 3.95 0.30 0.99 0.66 0.00 Calculated
2 VIRTUAL-LINK 17.56 0 12:03 91.04 0.19 14.52 0.02 0.82 0.41 0.00 Calculated
Storage Nodes
Storage Node : SAND-FILTER
Input Data
559.00
562.00
3.00
559.00
0.00
0.00
0.00
Storage Area Volume Curves
Storage Curve : SAND-FILTER
Stage Storage Storage
Area Volume
(ft)(ft²)(ft³)
0 2837 0.000
1 3793 3315.00
2 4795 7609.00
3 5854 12933.50
Evaporation Loss .....................................................................................
Invert Elevation (ft) ...................................................................................
Max (Rim) Elevation (ft) ...........................................................................
Max (Rim) Offset (ft) ................................................................................
Initial Water Elevation (ft) .........................................................................
Initial Water Depth (ft) ..............................................................................
Ponded Area (ft²) ......................................................................................
Storage Area Volume Curves
Storage Volume (fin
goon gioo qmo gcoo geoo a000 a200 0.wo a600 a800 5,000 5,200 5,mo 5,600 5,e00
Storage Area (aj
— Storage Area — Storage Volume

Storage Node : SAND-FILTER (continued)
Outflow Weirs
SN Element Weir Flap Crest Crest Length Weir Total Discharge
ID Type Gate Elevation Offset Height Coefficient
(ft)(ft)(ft)(ft)
1 EM-SPILLWAY Trapezoidal No 561.00 2.00 10.00 1.00 3.33
2 PRINCIPAL-SPILLWAY Rectangular No 559.75 0.75 2.00 1.00 3.33
Outflow Orifices
SN Element Orifice Orifice Flap Circular Rectangular Rectangular Orifice Orifice
ID Type Shape Gate Orifice Orifice Orifice Invert Coefficient
Diameter Height Width Elevation
(in)(in)(in)(ft)
1 SECONDARY-OUTLET Bottom Rectangular No 36.00 36.00 560.75 0.63
Output Summary Results
6.74
6.74
4.69
0.00
560.53
1.53
559.36
0.36
0 12:02
0.000
0
0
0.00
Total Time Flooded (min) .........................................................................
Total Retention Time (sec) .......................................................................
Max HGL Depth Attained (ft) ....................................................................
Average HGL Elevation Attained (ft) ........................................................
Average HGL Depth Attained (ft) .............................................................
Time of Max HGL Occurrence (days hh:mm) ..........................................
Total Exfiltration Volume (1000-ft³) ..........................................................
Total Flooded Volume (ac-in) ...................................................................
Peak Inflow (cfs) ......................................................................................
Peak Lateral Inflow (cfs) ..........................................................................
Peak Outflow (cfs) ....................................................................................
Peak Exfiltration Flow Rate (cfm) .............................................................
Max HGL Elevation Attained (ft) ...............................................................
Operation & Maintenance Agreement
Project Name:
Project Location:
Dollar General - Eden, NC - Store #21637
TBD NC Hwy 135, Eden, NC
Cover Page _
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced inrrsediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BNiP(s) on this project include (check all that apply & correspo
Sioretention Cell
Quantity:
_
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
1
Stormwater Weiland
Quantity:
Wet Detention Basin
Quantity:
0
Disconnected Impervious Area
Present:
No
User Defined BMP
Present:
No
O&M tables will be added
Locafion(s).
Locafion(s):
Location(s)-
Location(s):
Location(s):
Location(s):
Locabon(s):
Location(s):
Location(s):
Locabon(s):
Location(s):
Location(s):
Location(s):
Location(s):
1 36.476201 79.795043" 1
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party,
Responsible Party:
T-dle & Organization:
Street address
City, state. zip:
Phone numbers)
Emai[i
County of __-iv 1 u r V
personally appeared before me this
Joe Strickland
Director of Operations - NC, Teramore Development, LLC.
214 Klumac Road, Suite 101
Salisbury, NC 28141
704.224.7364
trickland teramore.net
Date: 7f?
a Notary Public for the State of
do hearby certify that
day of _T and
acknowledge the due execution of the Oper bons and Maintenance Agreement
Witness my hand and official seal,
R
P
• Or r s(P
EXPIRES
GEORGIA
SE€°TEAegER Z 2023
.A
%yo '°�tLIC, ��:
Sir++ Ct a� My commission expires �a 7/132020
Version t.
Page 1 of 1
i

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
1 Project Name Dollar General - Newton (Store #21479)
2 Project Area (ac)2.11
3 Coastal Wetland Area (ac)0
4 Surface Water Area (ac)0
5 Is this project High or Low Density?High
6 Does this project use an off-site SCM?No
7 Width of vegetated setbacks provided (feet)N/A
8 Will the vegetated setback remain vegetated?Yes
9 Is BUA other that as listed in .1003(4)(c-d) out of the setback?Yes
10 Is streambank stabilization proposed on this project?No
11 Infiltration System 0
12 Bioretention Cell 0
13 Wet Pond 0
14 Stormwater Wetland 0
15 Permeable Pavement 0
16 Sand Filter 1
17 Rainwater Harvesting (RWH)0
18 Green Roof 0
19 Level Spreader-Filter Strip (LS-FS)0
20 Disconnected Impervious Surface (DIS)0
21 Treatment Swale 0
22 Dry Pond 0
23 StormFilter 0
24 Silva Cell 0
25 Bayfilter 0
26 Filterra 0
FORMS LOADED
27 Name and Title:Justin Church, PE / Principal Engineer
28 Organization:BREC, P.A.
29 Street address:1520 Meadowview Drive
30 City, State, Zip:Wilkesboro, NC 28697
31 Phone number(s):336.844.4088
32 Email:[e-mail]
Certification Statement:

Designer
______________________________________________
Signature of Designer
______________________________________________
Date

I certify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or
supervision; that the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete; and that
the engineering plans, specifications, operation and maintenance agreements and other supporting information are consistent with the
information provided here.
PROJECT INFORMATION
NUMBER AND TYPE OF SCMs:
DESIGNER CERTIFICATION
COMPLIANCE WITH 02H .1003(4)
Seal
07/13/2020
DRAINAGE AREAS
1 Is this a high density project?Yes
2 If so, number of drainage areas/SCMs 1
3
Is all/part of this project subject to previous rule
versions?No
FORMS LOADED
Entire Site 1
4 Type of SCM N/A Sand Filter
5 Total BUA in project (sq ft)35581 sf 35581 sf
6
New BUA on subdivided lots (subject to permitting)
(sq ft)N/A N/A
7
New BUA outside of subdivided lots (subject to
permitting) (sf)35581 sf 35581 sf
8 Offsite - total area (sq ft) sf sf
9 Offsite BUA (sq ft)56273 sf sf
10 Breakdown of new BUA outside subdivided lots:
- Parking (sq ft)24360 sf 24360 sf
- Sidewalk (sq ft)2012 sf 2012 sf
- Roof (sq ft)9209 sf 9209 sf
- Roadway (sq ft) sf sf
- Future (sq ft) sf sf

- Other, please specify in the comment box below
(sq ft) sf sf
11
New infiltrating permeable pavement on subdivided
lots (sq ft) sf sf
12
New infiltrating permeable pavement outside of
subdivided lots (sq ft) sf sf
13
Exisitng BUA that will remain (not subject to
permitting) (sq ft) sf sf
14 Existing BUA that is already permitted (sq ft) sf sf
15 Existing BUA that will be removed (sq ft) sf sf
16 Percent BUA 45%45%
17 Design storm (inches)N/A 1 in
18 Design volume of SCM (cu ft)N/A 3068 cf
19 Calculation method for design volume N/A Simple
20
Entire Site 1
4 Type of SCM N/A Sand Filter
5 Total BUA from project (sq ft)
6 1995 rules
SL 2006-246
2008 rules
2017 rules
7
New BUA on subdivided lots (subject to
permitting) (sq ft)
1995 rules
SL 2006-246
2008 rules
2017 rules
8
New BUA outside of subdivided lots (subject to
permitting) (sf)
1995 rules
SL 2006-246
2008 rules
2017 rules
9 Offsite - total area (sq ft)
1995 rules
SL 2006-246
2008 rules
2017 rules
10 Offsite BUA (sq ft)
1995 rules
SL 2006-246
2008 rules
2017 rules
DRAINAGE AREA INFORMATION
DRAINAGE AREA INFORMATION
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
drainage area(s):
11 Design storm (inches)
1995 rules
SL 2006-246
2008 rules
2017 rules
12 Breakdown of new BUA:
- Parking (sq ft)
- Sidewalk (sq ft)
- Roof (sq ft)
- Roadway (sq ft)
- Future (sq ft)

- Other, please specify in the comment box below
(sq ft)
13
New infiltrating permeable pavement on subdivided
lots (sq ft)
14
New infiltrating permeable pavement outside of
subdivided lots (sq ft)
15
Exisitng BUA that will remain (not subject to
permitting) (sq ft)
16 Existing BUA that is already permitted (sq ft)
17 Existing BUA that will be removed (sq ft)
18 Percent BUA
19 Design volume of SCM (cu ft)
20 Calculation method for design volume
21
Please use this space to provide any additional
information about the drainage area(s):
ADDITIONAL INFORMATION
SAND FILTER
1 Drainage area number 1
2 Design volume of SCM (cu ft)3068 sf
3 Is the SCM sized to treat the SW from all surfaces at build-out?Yes
4 Is the SCM located away from contaminated soils?Yes
5 What are the side slopes of the SCM (H:V)?3:1
6
Does the SCM have retaining walls, gabion walls or other engineered
side slopes? No
7
Are the inlets, outlets, and receiving stream protected from erosion (10-
year storm)?Yes
8
Is there an overflow or bypass for inflow volume in excess of the design
volume?Yes
9 What is the method for dewatering the SCM for maintenance?Pump (preferred)
10 If applicable, will the SCM be cleaned out after construction?Yes
11 Does the maintenance access comply with General MDC (8)?Yes
12 Does the drainage easement comply with General MDC (9)?Yes
13
If the SCM is on a single family lot, does (will?) the plat comply with
General MDC (10)?
14 Is there an O&M Agreement that complies with General MDC (11)?Yes
15 Is there an O&M Plan that complies with General MDC (12)?Yes
16 Does the SCM follow the device specific MDC?Yes
17 Was the SCM designed by an NC licensed professional?Yes
18 SHWT elevation (fmsl)<=550
19 Type of sand filter (open or closed)Open
20 If closed, will the filter will be pre-cast or pour-in-place?
21 If closed, top of grate elevation (fmsl)
22 Is this sand filter designed to attenuate peak flows? No
23 Volume that can be retained in the sediment chamber (cubic feet)1684 cf
24 Will there be a permanent pool in the sediment chamber?Yes
25 Bottom of the sediment chamber (fmsl)558.00
26 Area of the sediment chamber (square feet)1441 sf
27 Physical depth of the sediment chamber (inches)24.0 in
28
Ponding depth in the sediment chamber, above any permanent pool
(inches)12.0 in
29 Elevation of top of weir between chambers (fmsl)560
30 Volume that can be retained in the sand chamber (cubic feet)1631 cf
31 Bottom of the sand chamber (fmsl)559.00
32 Area of the sand chamber (square feet)1396 sf
33 Physical depth of the sand chamber (inches)12.0 in
34
Ponding depth in the sand chamber, above any permanent pool
(inches)12.0 in
35 Elevation of the bypass device (fmsl)559.75
36 Type of bypass device Weir
37 Mechanism for distributing flow over the sand surface stone dam
38 Sand specification for sand chamber astm c33
39 Depth above underdrain pipe (inches)18 in
40
Will the media be maintained to drain at least two inches per hour at the
sand surface?Yes
41
Is at least one clean-out pipe provided at the low point of each
underdrain line?Yes
42 Will clean-out pipes be capped? Yes
43
Please use this space to provide any additional information about the
Sand Filter(s):
SAND FILTER MDC FROM 02H .1056
GENERAL MDC FROM 02H .1050
Sand Chamber
Sediment Chamber
ADDITIONAL INFORMATION
Sand Filter 4 10:47 AM 7/13/2020
EDEN, NCSTORE #21637VICINITY MAP (NTS)NORTH CAROLINA COUNTY MAP(ROCKINGHAM COUNTY)SITE COORDINATES: LATITUDE = 36.476457° NLONGITUDE = -79.794872° WSURVEY:BLUE RIDGE GEOMATICS, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE: C-3576ENGINEER:BREC, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE: C-3448CITY/TOWN: EDEN, NCSHEET INDEXC000 COVER SHEETC001 NPDES NCG01C002 EXISTING CONDITIONSC003 DEMOLITION PLANC100 SITE PLANC200 GRADING PLANC201 DRAINAGE AREASC202 WATERS OF THE USC203 USGS MAPC300 PHASE 1 ESC PLANC301 PHASE 2 ESC PLANC302 PHASE 3 ESC PLANC303 FINAL ESC PLANC400 UTILITY PLANG100 LANDSCAPE PLANC900 DETAILSC901 DETAILSC902 DETAILSC903 DETAILSC904 DETAILSC905 DETAILSSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637COVER SHEETTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCHNTSC00007/13/2020EDENHARRINGTON HIGHWAYN.C. HIGHWAY 135N.C. HIGHWAY 1
3
5
HARRINGTON
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITE
NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000ENTIRE PERMIT CAN BE FOUND AT:https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/NCG010000_Final_Permit_2019_04_01.pdfEROSION CONTROL CONTACTROBERT CALDWELL -PROJECT MANAGER(704) 614-1763SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637NPDES NCG01TERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCHNTSC00107/13/2020
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PPPPPPPPPPPPPPPPPPPFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'EXISTINGHOUSECAR PORTEXISTINGHOUSESHEDWELLSHEDGARAGESHEDWESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYWTR.VLV.WTR.VLV.WTR.VLV.WTR.MTR.WTR.MTR.WTR.MTR.WTR.MTR.WTR.MTR.CLEAN-OUTCLEAN-OUTCLEAN-OUTCLEAN-OUTSEWER MANHOLERIM = 556.48'INV IN=550.98'INV OUT=550.78'SEWER MANHOLERIM =556.57'INV IN=551.47'INV OUT=551.37SEWER MANHOLERIM =560.31'INV IN=550.46'INV OUT=550.36SEWER MANHOLERIM = 561.49'INV IN=553.09'INV OUT=552.99SEWER MANHOLERIM =565.94'INV IN=560.34'INV OUT=560.24UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLESAT. DISHSAT. DISHUTILITYPOLEGUYANCHORGUYANCHORGUYANCHOR8" PVC SEWER LINE8"
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)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)FENCEFENCEFENCEFENCEFENCECONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.TELEPED.TELEPED.RIPRAPWETLANDAREA0.16 ACRESDROP INLETRIM=563.02'INV IN=561.24'INV OUT=561.07'INV. 15" RCP=563.39'INV. 15" RCP=562.49'CATCH BASINRIM=560.57'INV IN=556.64'INV OUT=556.22'15" RCP15" RCP18" RCP24" RCP INV. 18" RCP=552.91'INV. 24" RCP=553.24'INV. 12" CMPGMGASMTR.SIGNAL LIGHTMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/WPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N19° 34' 46"W - 500.11'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROWFIREHYD.20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)565 560 56557057556
5 570565555560561561 565562560 570562SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637EXISTING CONDITIONSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C00207/13/2020VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLAND
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SS xxxxxWWWWWS22° 50' 56"E - 401.42'S67° 32
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N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00
'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'EXISTINGHOUSECAR PORTEXISTINGHOUSESHEDWELLSHEDGARAGESHEDWESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYWTR.VLV.WTR.VLV.WTR.VLV.WTR.MTR.WTR.MTR.WTR.MTR.WTR.MTR.WTR.MTR.CLEAN-OUTCLEAN-OUTCLEAN-OUTCLEAN-OUTSEWER MANHOLERIM = 556.48'INV IN=550.98'INV OUT=550.78'SEWER MANHOLERIM =556.57'INV IN=551.47'INV OUT=551.37SEWER MANHOLERIM =560.31'INV IN=550.46'INV OUT=550.36SEWER MANHOLERIM = 561.49'INV IN=553.09'INV OUT=552.99SEWER MANHOLERIM =565.94'INV IN=560.34'INV OUT=560.24UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLESAT. DISHSAT. DISHUTILITYPOLEGUYANCHORGUYANCHORGUYANCHOR8" PVC SEWER LINE8"
PVC
SEWER
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(D
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)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)FENCEFENCEFENCEFENCEFENCECONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.TELEPED.TELEPED.RIPRAPWETLANDAREA0.16 ACRESDROP INLETRIM=563.02'INV IN=561.24'INV OUT=561.07'INV. 15" RCP=563.39'INV. 15" RCP=562.49'CATCH BASINRIM=560.57'INV IN=556.64'INV OUT=556.22'15" RCP15" RCP18" RCP24" RCP INV. 18" RCP=552.91'INV. 24" RCP=553.24'INV. 12" CMPGMGASMTR.SIGNAL LIGHTMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/WPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N19° 34' 46"W - 500.11'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROWFIREHYD.20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)UTILITY POLE TOBE REMOVEDALL STRUCTURES AND UTILITIES TOBE REMOVED IN HATCHED AREA.ALL EXISTING UTILITYSERVICE CONNECTIONSTO BE ABANDONED/REMOVED PER UTILITYPROVIDER STANDARDSEXISTING WELL TOBE ABANDONEDXXX X X X X X X X X X X X X X X X XTEMPORARY EXCLUSIONFENCE SEE DET. 6/C902SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637DEMOLITION PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C00307/13/2020VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLAND
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N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00
'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
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)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)WETLANDAREA0.16 ACRESMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
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/WROAD R/W1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROW20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)10' SETBACK10'
SETBACK10'
SETBACK5' SETBACK14156DOLLAR GENERAL9,100 SQ.FT.7,302 SQ.FT. RETAIL SPACEF.F.E. = 567.758'10'8'9'R35'20'30'20'135'9'16.17
'36'12'5'10'130.33
'70.66'54'20'R35'AA10' x 70' SIGHTTRIANGLE10' x 70' SIGHTTRIANGLE10' x 70' SIGHTTRIANGLE10' x 70' SIGHTTRIANGLE4" DOUBLEYELLOW LINES4" DOUBLEYELLOW LINES9'STANDARDDUTY ASPHALTSEE DET. 2/C900HEAVY DUTYASPHALT SEEDET. 1/C900HANDICAP RAMP& SIGNAGE SEEDET. 3-5/C9004 - BOLLARDSSEE DET. 9/C900DELIVERY RAMPSEE DET. 2/C90112' x 18' DUMPSTERENCLOSURESEE DET. 4/C901C9008C9007C9006NCDOT PAVINGSEE DET. 1/C90124" STOP BAR - WHITEPER NCDOT STDS. 1205PAVEMENT MARKINGSPER NCDOT STDS. 1205NCDOT PAVINGSEE DET. 1/C90124" STOP BAR - WHITEPER NCDOT STDS. 1205PAVEMENT MARKINGSPER NCDOT STDS. 1205R25'134'18'27'318'9'R35'30'30'RETAINING WALL - 2 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 7/C901RETAINING WALL - 1 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 6/C901PYLON SIGN6' WOOD FENCESEE DET. 6/C901SAND FILTERSTORMWATER MA
INTENANCE
EASEMENT
STORMWATER MAINTENANCE EASEMENT ACCESSEASEMENT10'6.14'5'5'
R35'SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637SITE PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C10007/13/2020VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100STRIPING LEGENDYELLOW CURBING AND BOLLARDS -PARKING LOTSURFACES SHOULD BE CLEAN,DRY AND METAL SURFACES FREEOF HEAVY RUST. 2 COATSSHERWIN WILLIAMS - KEM 4000ACRYLIC ALKYD ENAMEL SAFETYYELLOW B55Y300STRIPING - PARKING LOTSURFACES SHOULD BE CLEAN,DRY. TOP COAT SHERWINWILLIAMS - PROMAR TRAFFICMARKING PAINT YELLOW TM5495HANDICAP STRIPING - PARKING LOTSURFACES SHOULD BE CLEAN,DRY. TOP COAT SHERWINWILLIAMS - PROMAR TRAFFICMARKING PAINT "H.C." BLUEDOLLAR GENERAL PAVEMENT NOTES:1.DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUSSOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BECOMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERALREQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENTOF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED ANDREPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL RECOMMENDATIONS.3.HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BYGEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPESHALL BE PRIOR APPROVED BY DOLLAR GENERAL.4.CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUSTBE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R(GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.PARKING AND PAVEMENT NOTES1.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ONUNIFORM TRAFFIC DEVICES, 2012 EDITION AS AMENDED.2.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN NCDOT ROW.3.ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS INDICATED OTHERWISE.4.ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.5.CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.6.CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFICCONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.7.JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.8.CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTEDBY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).9.CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION INCONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FORCONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.10.CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.11.ALL EXISTING ON-SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF-SITE,INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIEDTO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.12.ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEEDETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS).13.ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUALSIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OFANY SIGN.NCDOT PAVINGSTANDARD DUTY ASPHALTHEAVY DUTY ASPHALTR1-130"X30"SIGN LEGENDABUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDSITE INFORMATIONPROPERTY SIZE1.83± ACRESON-SITE IMPERVIOUS AREA0.81± ACRESDISTURBED ACRES1.73± ACRESZONEBGPARKING COUNT38 SPACES
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTST STS22° 50' 56"E - 401.42'S67° 32
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'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
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)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)RIPRAPWETLANDAREA0.16 ACRESDROP INLETRIM=563.02'INV IN=561.24'INV OUT=561.07'INV. 15" RCP=563.39'INV. 15" RCP=562.49'CATCH BASINRIM=560.57'INV IN=556.64'INV OUT=556.22'15" RCP15" RCP18" RCP24" RCP INV. 18" RCP=552.91'INV. 24" RCP=553.24'INV. 12" CMPMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/W1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROW20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)10' SETBACK10'
SETBACK10'
SETBACK5' SETBACK565 560 56557057556
5 570565555560561561 565562560 570562DOLLAR GENERAL9,100 SQ.FT.7,302 SQ.FT. RETAIL SPACEF.F.E. = 567.75567566565566562567570567567567567567565560
565560 PIPE - 1 PIPE - 2 PIPE - 4 PIPE - 5 PIPE
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6566.88566.88567.18 BOR567.68 TOR567.
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.567.52 TC567.02567.6
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2 567.57 TC567.07567.15 BOR567.65 TOR 567.70 TC567.20567.37 TC566.876 - 6" PVC ROOFDRAINSW/SPLASHBLOCKSSEE DET. 8/C901 PIPE - 3RETAINING WALL - 2 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 7/C901RETAINING WALL - 1 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 6/C901567.57 TC567.07-1.5%-2.2%-0.6%-2.7%
-3.3%-5.0%-0.8%0+000+900+000+90 HWY 135 DRIVEWAY HARRINGTON HWY DRIVEWAY
567567.20 TC566.70567.62
567.20 EC567.30 EC567.52
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567.02567.52 TC567.02567.5
2

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567.15 TC566.65565.98 TC565.48566.36 TC/HP565.86566566 CURB INLET - 1RIM : 565.5015" HDPE INV OUT : 562.50JUNCTION BOX - 1RIM : 567.0015" HDPE INV IN : 562.2015" HDPE INV IN : 562.2015" HDPE INV OUT : 562.10CURB INLET - 2RIM : 564.5015" HDPE INV IN : 561.3815" HDPE INV OUT : 561.28YARD INLET - 2RIM : 565.5015" HDPE INV OUT : 562.50YARD INLET - 1RIM : 565.5015" HDPE INV OUT : 562.50SEE DET. 3/C902SEE DET. 4/C902SEE DET. 4/C902SEE DET. 5/C902SEE DET. 5/C902OUTLET STRUCTURERIM : 560.7518" HDPE INV OUT : 556.50 PIPE - 7 6' WOOD FENCESEE DET. 6/C901SAND FILTERSEE DET. 1/C902SEE DET. 2/C902-1.7%
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565.50 TC565.00 -2.5%10' EMERGENCYSPILLWAY ELEV. = 561.00SEE DET. 4/C904UT TO DAN RIVERCLASS: WS-IVSTREAM IMPACT #150' OF 24" RCPEMBEDDED 20%OUTFALL #1TEMPORARY IMPACT #110' PUMP AROUNDTEMPORARY IMPACT #210' PUMP AROUNDSTREAM IMPACT #210' OUTLET PROTECTIONOUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903PIPE TABLEPIPE NAMEPIPE - 1PIPE - 2PIPE - 3PIPE - 4PIPE - 5PIPE - 6PIPE - 7SIZE24 INCH CONCRETE PIPE15 INCH CORRUGATED HDPE PIPE15 INCH CORRUGATED HDPE PIPE15 INCH CORRUGATED HDPE PIPE15 INCH CORRUGATED HDPE PIPE15 INCH CORRUGATED HDPE PIPE18 INCH CORRUGATED HDPE PIPELENGTH49.35'55.51'49.40'139.81'21.18'106.32'33.36'SLOPE2.06%0.50%0.56%0.50%9.91%3.23%2.12%INVERTSINV. IN = 558.70INV. OUT = 557.68INV. IN = 562.50INV. OUT = 562.20INV. IN = 562.50INV. OUT = 562.20INV. IN = 562.10INV. OUT = 561.38INV. IN = 561.28INV. OUT = 559.00INV. IN = 562.50INV. OUT = 559.00INV. IN = 556.50INV. OUT = 555.75STRUCTURE TABLESTRUCTURE NAMECURB INLET - 1CURB INLET - 2JUNCTION BOX - 1OUTLET STRUCTUREYARD INLET - 1YARD INLET - 2DETAILS RIM = 565.50' INV OUT = 562.50' RIM = 564.50' INV IN = 561.38' INV OUT = 561.28' RIM = 567.00' INV IN = 562.20' INV IN = 562.20' INV OUT = 562.10' RIM = 560.75' INV OUT = 556.50' RIM = 565.50' INV OUT = 562.50' RIM = 565.50' INV OUT = 562.50'ELEVATIONSTATIONHWY 135 DRIVEWAY PROFILE540550560570580590540550560570580590-0+100+001+00-0+100+001+005.0% SLOPE-2.0% SLOPEELEVATIONSTATIONHARRINGTON HWY DRIVEWAY PROFILE540550560570580590540550560570580590-0+100+001+00-0+100+001+00-3.00% SLOPE-0.5% SLOPESCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637GRADING PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C20007/14/2020COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDGRADING NOTES1.PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL ANDTOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.2.AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.3.CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON ORADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TOSAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OFTHE FACILITY.4.ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEESPECIFICATIONS.5.ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.6.UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BEDISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.7.ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.8.BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE-OUT AND MARK OUT THE ITEMS ESTABLISHED BYTHE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCHPOINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.9.CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENTEITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES.10.ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE-ROLLED ENDS. ALL BANDS ARETO BE HUGGER TYPE.11.ALL STORM DRAINAGE PIPES SHALL HAVE 12" MINIMUM COVER.11.ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE FINISHEDFLOOR ELEVATION.12.ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH WATER TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVEDEQUAL.13.ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES.14.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS.15.CONTRACTOR RESPONSIBLE FOR IDENTIFYING AND PERMITTING WASTE AND BORROW SITES AS NECESSARY. WASTEAND BORROW SITES MUST BE NCDEQ APPROVED LOCATIONS.BEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!ABBREVATIONSTCTOP OF CURBBCBOTTOM OF CURBTORTOP OF RAMPBORBOTTOM OF RAMPTOWTOP OF WALLBOWBOTTOM OF WALLBODBOTTOM OF DITCHHPHIGH POINTEX. TCEXISTING TOP OF CURBEX. BCEXISTING BOTTOM OF CURBEPEDGE OF PAVEMENTECEDGE OF CONCRETEIMPACT TABLEIMPACT NUMBERTYPESTREAM IMPACT #150' OF 24" RCP(20% EMBEDDED)STREAM IMPACT #210' OUTLET PROTECTIONTEMPORARY IMPACT #110' PUMP AROUNDTEMPORARY IMPACT #210' PUMP AROUNDRIPRAP APRON DIMENSIONSNAMEDIA (in)La (ft)Da (ft)W1 (ft)W2 (ft)CLASSPIPE - 124102.06.012.7APIPE - 51551.53.87.1APIPE - 61241.53.05.7APIPE - 71861.54.58.5A
xxxxxxxxxxxSTSTSTSTSTSTSTSTSTSTST ST ST ST STST STSTxN67° 12' 14"E - 100.37'N67° 12' 14"E - 202.09'N19° 34' 46"W - 100.00'S22° 32' 10"E - 99.76'S22° 42' 09"E - 99.92'N67° 13' 14"E - 297.30'S22° 50' 56"E - 401.42'S67° 32' 45"W - 225.28'S67° 32' 45
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'S82° 55' 26"E - 98.66'N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'STN19° 34' 46"W - 500.11'N66° 40' 37"E - 172.28'PRE-CONSTRUCTION1OUTFALL #1xxxxxxxxxxxSTSTSTSTSTSTSTSTSTSTST
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5OUTFALL #1SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637DRAINAGE AREASTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C20107/13/2020VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFEREX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDPRE-CONSTRUCTION DAPOST-CONSTRUCTION DA
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTST STS22° 50' 56"E - 401.42'S67° 32
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'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
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)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)RIPRAPWETLANDAREA0.16 ACRESDROP INLETRIM=563.02'INV IN=561.24'INV OUT=561.07'INV. 15" RCP=563.39'INV. 15" RCP=562.49'CATCH BASINRIM=560.57'INV IN=556.64'INV OUT=556.22'15" RCP15" RCP18" RCP24" RCP INV. 18" RCP=552.91'INV. 24" RCP=553.24'INV. 12" CMPMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/W1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROW20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)10' SETBACK10'
SETBACK10'
SETBACK5' SETBACK565 560 56557057556
5 570565555560561561 565562560 570562#1#2#3#4#5#6#7#8#9#10#11#12#13#14#15#16#17#18#19#20#21#22#23#24#25#26#27#28#29#30#31250' OF UT TODAN RIVERCLASS: WS-IVSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637WATERS OF THE USTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C20207/13/2020COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFEREX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLAND
SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637USGS MAPTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C20307/13/2020
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTST STS22° 50' 56"E - 401.42'S67° 32
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225
.28
'S67° 32
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N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00
'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
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(D
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665
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)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)RIPRAPWETLANDAREA0.16 ACRESDROP INLETRIM=563.02'INV IN=561.24'INV OUT=561.07'INV. 15" RCP=563.39'INV. 15" RCP=562.49'CATCH BASINRIM=560.57'INV IN=556.64'INV OUT=556.22'15" RCP15" RCP18" RCP24" RCP INV. 18" RCP=552.91'INV. 24" RCP=553.24'INV. 12" CMPMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/W1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROW20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)565 560 56557057556
5 570565555560561561 565562560 570562TDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWD554560565LIMITS OF DISTURBANCE1.73± ACRESTDTDTDTDTDTDTEMP. 15" CMPTEMP. CLEANWATERDIVERSION SEE DET.2/C905TEMP. CONSTRUCTIONENTRANCE SEE DET. 1/C903TEMP. DIVERSIONSEE DET. 3/C903SILT FENCE SEEDET. 2/C90320' W x 130' L x 3' DSKIMMER BASIN1.5" FAIRCLOTHSKIMMER W/1.3"KNOCKOUT ORIFICESEE DET. 1-2/C90410' EMERGENCY SPILLWAYELEV. = 557.00 LINED WITHCLASS A RIPRAPCLASS A RIPRAP3' La x 4' W OUTLETPROTECTION SEEDET. 4/C903CONCRETE WASHOUTSEE DET. 3/C905TEMPORARY EXCLUSIONFENCE SEE DET. 6/C902MAINTENANCE PLAN1.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.2.CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS ANDSHALL COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATIONCONTROL MANUAL.3.PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES ANDSTORMWATER RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYSAND WITHIN 24 HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND ARECORD OF RAINFALL AMOUNTS AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OFINSPECTIONS OF DEVICES AND OUTFALLS SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THEDISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OFSEDIMENT MUST BE RECORDED. A SAMPLE LOG FOR RECORD KEEPING IS AVAILABLE FROM NCDEQDIVISION OF WATER QUALITY, STORMWATER AND GENERAL PERMITS UNIT.4.CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENTAND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.5.REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALFCAPACITY, REPAIR ANY BREAKS IMMEDIATELY.6.REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.7.CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOTMAINTAINING PROPER EROSION CONTROL MEASURES AT ALL TIMES.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637PHASE 1 ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C30007/13/2020COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDSILT FENCESTABILIZATION TIMEFRAMESSITE AREA DESCRIPTIONSTABILIZATIONTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYSNONEHIGH QUAILTY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50' LENGTHALL OTHER AREAS WITH SLOPESFLATTER THAN 4:114 DAYSNONE, EXCEPT FOR PERIMETERSAND HQW ZONESSEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATIONBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!SKIMMER BASIN CALCULATIONS1.DA = 1.54 ACRES2.DU = 1.34 ACRES3.tc = 5 minutes4.i = 6.8 inhr5.C = 0.66.Q10 = CiDA = (0.6)(6.8)(1.54) = 6.28 ft3/s7.SAreq = 325Q10 = (325)(6.28) = 2,041 ft28.Vreq = 1800DU = (1800)(1.34) = 2,412 ft39.L:W = 5.010.depth = 3.011.SApvd = 2,435 ft212.Vpvd= 4,879 ft313.LWEIR = 10'14.V@top 2 ft= 3,777 ft315.Tdewater = 3 days16.Qdewater = V@ top 2 ft/Tdewater= 1,259 ft3/dEROSION CONTROL CONSTRUCTION SEQUENCE1.OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FORALL DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.2.CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALLUTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.3.STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.4.MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THEDURATION OF CONSTRUCTION.5.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM NC HWY 135.6.INSTALL CLEAN WATER DIVERSIONS.7.INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.8.INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. DO NOT DISTURB WETLAND WITH FAIRCLOTHSKIMMER OUTLET PIPE. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELYSTABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY NCDEQ AND THE CITY OFEDEN.9.INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARYDIVERSIONS AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF ISDIRECTED TO SKIMMER BASIN WITH POSITIVE DRAINAGE.10.REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.11.COMPLETE PARTIAL SITE GRADING LOCATED EAST AND WEST OF THE UNNAMED TRIBUTARY ANDDEPICTED IN THE PHASE 1 GRADING PLAN. DO NOT DISTURB THE UNNAMED TRIBUTARY DURING THESEGRADING OPERATIONS.12.AS PARTIAL GRADING AREAS REACH SUBGRADE ELEVATIONS INSTALL STONE BASE TO PROTECTEXPOSED SOILS.13.INSTALL PIPE-1 WITH RETAINING WALL-1 AND RETAINING WALL-2. INSTALLATION MUST UTILIZE A PUMPAROUND TO WORK IN DRY CONDITIONS. EACH DAY'S WORK MUST BE LIMITED TO THE AMOUNT OFDISTURBANCE THAT CAN BE STABILIZED BEFORE THE WORK DAY ENDS. PARTIAL PIPE AND WALLCONSTRUCTION MUST BE LEFT IN A STABLE STATE AT THE END OF EACH DAY. ANY RUNOFF COLLECTEDBEHIND WALL INSTALLATION MUST BE DEWATERED INTO THE SKIMMER BASIN THROUGH AN EFFLUENTBAG.14.INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TOSKIMMER BASIN DURING CONSTRUCTION ACTIVITIES.15.INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BEDEWATERED TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.16.STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.17.AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE CITY OF EDEN, REMOVE SKIMMER BASINTO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATERCONTROL AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE ISCOMPLETELY STABILIZED.18.INSTALL REMAINING PERMANENT LANDSCAPING.19.REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.LIMITS OF DISTURBANCETDTDTEMPORARY DIVERSIONHARDWARE CLOTH INLETPROTECTIONCWDTEMPORARY CLEANWATER DIVERSION
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTST STS22° 50' 56"E - 401.42'S67° 32
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N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00
'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
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(D
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555
)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)RIPRAPWETLANDAREA0.16 ACRESDROP INLETRIM=563.02'INV IN=561.24'INV OUT=561.07'INV. 15" RCP=563.39'INV. 15" RCP=562.49'CATCH BASINRIM=560.57'INV IN=556.64'INV OUT=556.22'15" RCP15" RCP18" RCP24" RCP INV. 18" RCP=552.91'INV. 24" RCP=553.24'INV. 12" CMPMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/W1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROW20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)565 560 56557057556
5 570565555560561561 565562560 570562TDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWD567 566561566560
567567566566565562562565554560560570575565560LIMITS OF DISTURBANCE1.73± ACRESSTONE OUTLETSEE DET. 6/C903TEMP. CLEANWATERDIVERSION SEE DET.2/C905TEMP. CONSTRUCTIONENTRANCE SEE DET. 1/C903TEMP. DIVERSIONSEE DET. 3/C903SILT FENCE SEEDET. 2/C90320' W x 130' L x 3' DSKIMMER BASIN1.5" FAIRCLOTHSKIMMER W/1.3"KNOCKOUT ORIFICESEE DET. 1-2/C90410' EMERGENCY SPILLWAYELEV. = 557.00 LINED WITHCLASS A RIPRAPCLASS A RIPRAP3' La x 4' W OUTLETPROTECTION SEEDET. 4/C903CONCRETE WASHOUTSEE DET. 3/C905TEMPORARY EXCLUSIONFENCE SEE DET. 6/C902SILT FENCESTABILIZATION TIMEFRAMESSITE AREA DESCRIPTIONSTABILIZATIONTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYSNONEHIGH QUAILTY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50' LENGTHALL OTHER AREAS WITH SLOPESFLATTER THAN 4:114 DAYSNONE, EXCEPT FOR PERIMETERSAND HQW ZONESSEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATIONBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637PHASE 2 ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C30107/13/2020COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDLIMITS OF DISTURBANCETDTDTEMPORARY DIVERSIONHARDWARE CLOTH INLETPROTECTIONCWDTEMPORARY CLEANWATER DIVERSIONMAINTENANCE PLAN1.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.2.CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS ANDSHALL COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATIONCONTROL MANUAL.3.PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES ANDSTORMWATER RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYSAND WITHIN 24 HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND ARECORD OF RAINFALL AMOUNTS AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OFINSPECTIONS OF DEVICES AND OUTFALLS SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THEDISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OFSEDIMENT MUST BE RECORDED. A SAMPLE LOG FOR RECORD KEEPING IS AVAILABLE FROM NCDEQDIVISION OF WATER QUALITY, STORMWATER AND GENERAL PERMITS UNIT.4.CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENTAND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.5.REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALFCAPACITY, REPAIR ANY BREAKS IMMEDIATELY.6.REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.7.CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOTMAINTAINING PROPER EROSION CONTROL MEASURES AT ALL TIMES.SKIMMER BASIN CALCULATIONS1.DA = 1.54 ACRES2.DU = 1.34 ACRES3.tc = 5 minutes4.i = 6.8 inhr5.C = 0.66.Q10 = CiDA = (0.6)(6.8)(1.54) = 6.28 ft3/s7.SAreq = 325Q10 = (325)(6.28) = 2,041 ft28.Vreq = 1800DU = (1800)(1.34) = 2,412 ft39.L:W = 5.010.depth = 3.011.SApvd = 2,435 ft212.Vpvd= 4,879 ft313.LWEIR = 10'14.V@top 2 ft= 3,777 ft315.Tdewater = 3 days16.Qdewater = V@ top 2 ft/Tdewater= 1,259 ft3/dEROSION CONTROL CONSTRUCTION SEQUENCE1.OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FORALL DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.2.CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALLUTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.3.STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.4.MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THEDURATION OF CONSTRUCTION.5.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM NC HWY 135.6.INSTALL CLEAN WATER DIVERSIONS.7.INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.8.INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. DO NOT DISTURB WETLAND WITH FAIRCLOTHSKIMMER OUTLET PIPE. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELYSTABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY NCDEQ AND THE CITY OFEDEN.9.INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARYDIVERSIONS AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF ISDIRECTED TO SKIMMER BASIN WITH POSITIVE DRAINAGE.10.REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.11.COMPLETE PARTIAL SITE GRADING LOCATED EAST AND WEST OF THE UNNAMED TRIBUTARY ANDDEPICTED IN THE PHASE 1 GRADING PLAN. DO NOT DISTURB THE UNNAMED TRIBUTARY DURING THESEGRADING OPERATIONS.12.AS PARTIAL GRADING AREAS REACH SUBGRADE ELEVATIONS INSTALL STONE BASE TO PROTECTEXPOSED SOILS.13.INSTALL PIPE-1 WITH RETAINING WALL-1 AND RETAINING WALL-2. INSTALLATION MUST UTILIZE A PUMPAROUND TO WORK IN DRY CONDITIONS. EACH DAY'S WORK MUST BE LIMITED TO THE AMOUNT OFDISTURBANCE THAT CAN BE STABILIZED BEFORE THE WORK DAY ENDS. PARTIAL PIPE AND WALLCONSTRUCTION MUST BE LEFT IN A STABLE STATE AT THE END OF EACH DAY. ANY RUNOFF COLLECTEDBEHIND WALL INSTALLATION MUST BE DEWATERED INTO THE SKIMMER BASIN THROUGH AN EFFLUENTBAG.14.INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TOSKIMMER BASIN DURING CONSTRUCTION ACTIVITIES.15.INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BEDEWATERED TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.16.STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.17.AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE CITY OF EDEN, REMOVE SKIMMER BASINTO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATERCONTROL AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE ISCOMPLETELY STABILIZED.18.INSTALL REMAINING PERMANENT LANDSCAPING.19.REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTST STS22° 50' 56"E - 401.42'S67° 32
'
45
"W

-
225
.28
'S67° 32
'
45
"W

-
100
.00
'
N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00
'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
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IGHWAY
135

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(S
.R
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2281
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60
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/WN.C
.D
.O
.T
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PROJECT
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6
.801383

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(D
.B
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665
,
PG
.
555
)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)RIPRAPWETLANDAREA0.16 ACRESDROP INLETRIM=563.02'INV IN=561.24'INV OUT=561.07'INV. 15" RCP=563.39'INV. 15" RCP=562.49'CATCH BASINRIM=560.57'INV IN=556.64'INV OUT=556.22'15" RCP15" RCP18" RCP24" RCP INV. 18" RCP=552.91'INV. 24" RCP=553.24'INV. 12" CMPMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/W1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROW20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)565 560 56557057556
5 570565555560561561 565562560 570562 PIPE - 1 PIPE - 2 PIPE - 4 PIPE - 5 PIPE
-

6
PIPE - 3RETAINING WALL - 2 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 7/C901RETAINING WALL - 1 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 6/C901CWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDCURB INLET - 1RIM : 565.5015" HDPE INV OUT : 562.50JUNCTION BOX - 1RIM : 567.0015" HDPE INV IN : 562.2015" HDPE INV IN : 562.2015" HDPE INV OUT : 562.10CURB INLET - 2RIM : 564.5015" HDPE INV IN : 561.3815" HDPE INV OUT : 561.28YARD INLET - 2RIM : 565.5015" HDPE INV OUT : 562.50YARD INLET - 1RIM : 565.5015" HDPE INV OUT : 562.50565554560566565562562575570567566567567565566560
56756655456056556056456
6 LIMITS OF DISTURBANCE1.73± ACRESTEMP. CLEANWATERDIVERSION SEE DET.2/C905TEMP. CONSTRUCTIONENTRANCE SEE DET. 1/C903SILT FENCE SEEDET. 2/C90320' W x 130' L x 3' DSKIMMER BASIN1.5" FAIRCLOTHSKIMMER W/1.3"KNOCKOUT ORIFICESEE DET. 1-2/C90410' EMERGENCY SPILLWAYELEV. = 557.00 LINED WITHCLASS A RIPRAPCLASS A RIPRAPSEE DET. 3/C902SEE DET. 4/C902SEE DET. 4/C902SEE DET. 5/C902SEE DET. 5/C9023' La x 4' W OUTLETPROTECTION SEEDET. 4/C903CONCRETE WASHOUTSEE DET. 3/C905TEMPORARY EXCLUSIONFENCE SEE DET. 6/C902OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903SILT FENCESTABILIZATION TIMEFRAMESSITE AREA DESCRIPTIONSTABILIZATIONTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYSNONEHIGH QUAILTY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50' LENGTHALL OTHER AREAS WITH SLOPESFLATTER THAN 4:114 DAYSNONE, EXCEPT FOR PERIMETERSAND HQW ZONESSEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATIONBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637PHASE 3 ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C30207/13/2020COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDLIMITS OF DISTURBANCETDTDTEMPORARY DIVERSIONHARDWARE CLOTH INLETPROTECTIONCWDTEMPORARY CLEANWATER DIVERSIONMAINTENANCE PLAN1.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.2.CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS ANDSHALL COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATIONCONTROL MANUAL.3.PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES ANDSTORMWATER RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYSAND WITHIN 24 HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND ARECORD OF RAINFALL AMOUNTS AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OFINSPECTIONS OF DEVICES AND OUTFALLS SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THEDISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OFSEDIMENT MUST BE RECORDED. A SAMPLE LOG FOR RECORD KEEPING IS AVAILABLE FROM NCDEQDIVISION OF WATER QUALITY, STORMWATER AND GENERAL PERMITS UNIT.4.CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENTAND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.5.REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALFCAPACITY, REPAIR ANY BREAKS IMMEDIATELY.6.REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.7.CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOTMAINTAINING PROPER EROSION CONTROL MEASURES AT ALL TIMES.SKIMMER BASIN CALCULATIONS1.DA = 1.54 ACRES2.DU = 1.34 ACRES3.tc = 5 minutes4.i = 6.8 inhr5.C = 0.66.Q10 = CiDA = (0.6)(6.8)(1.54) = 6.28 ft3/s7.SAreq = 325Q10 = (325)(6.28) = 2,041 ft28.Vreq = 1800DU = (1800)(1.34) = 2,412 ft39.L:W = 5.010.depth = 3.011.SApvd = 2,435 ft212.Vpvd= 4,879 ft313.LWEIR = 10'14.V@top 2 ft= 3,777 ft315.Tdewater = 3 days16.Qdewater = V@ top 2 ft/Tdewater= 1,259 ft3/dEROSION CONTROL CONSTRUCTION SEQUENCE1.OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FORALL DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.2.CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALLUTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.3.STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.4.MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THEDURATION OF CONSTRUCTION.5.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM NC HWY 135.6.INSTALL CLEAN WATER DIVERSIONS.7.INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.8.INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. DO NOT DISTURB WETLAND WITH FAIRCLOTHSKIMMER OUTLET PIPE. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELYSTABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY NCDEQ AND THE CITY OFEDEN.9.INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARYDIVERSIONS AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF ISDIRECTED TO SKIMMER BASIN WITH POSITIVE DRAINAGE.10.REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.11.COMPLETE PARTIAL SITE GRADING LOCATED EAST AND WEST OF THE UNNAMED TRIBUTARY ANDDEPICTED IN THE PHASE 1 GRADING PLAN. DO NOT DISTURB THE UNNAMED TRIBUTARY DURING THESEGRADING OPERATIONS.12.AS PARTIAL GRADING AREAS REACH SUBGRADE ELEVATIONS INSTALL STONE BASE TO PROTECTEXPOSED SOILS.13.INSTALL PIPE-1 WITH RETAINING WALL-1 AND RETAINING WALL-2. INSTALLATION MUST UTILIZE A PUMPAROUND TO WORK IN DRY CONDITIONS. EACH DAY'S WORK MUST BE LIMITED TO THE AMOUNT OFDISTURBANCE THAT CAN BE STABILIZED BEFORE THE WORK DAY ENDS. PARTIAL PIPE AND WALLCONSTRUCTION MUST BE LEFT IN A STABLE STATE AT THE END OF EACH DAY. ANY RUNOFF COLLECTEDBEHIND WALL INSTALLATION MUST BE DEWATERED INTO THE SKIMMER BASIN THROUGH AN EFFLUENTBAG.14.INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TOSKIMMER BASIN DURING CONSTRUCTION ACTIVITIES.15.INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BEDEWATERED TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.16.STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.17.AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE CITY OF EDEN, REMOVE SKIMMER BASINTO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATERCONTROL AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE ISCOMPLETELY STABILIZED.18.INSTALL REMAINING PERMANENT LANDSCAPING.19.REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTST STS22° 50' 56"E - 401.42'S67° 32
'
45
"W

-
225
.28
'S67° 32
'
45
"W

-
100
.00
'
N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00
'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
.
H
IGHWAY
135

-

(S
.R
.
2281
)
60
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PUBL
IC
R
/WN.C
.D
.O
.T
.
PROJECT
#
6
.801383

-

(D
.B
.
665
,
PG
.
555
)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)RIPRAPWETLANDAREA0.16 ACRESDROP INLETRIM=563.02'INV IN=561.24'INV OUT=561.07'INV. 15" RCP=563.39'INV. 15" RCP=562.49'CATCH BASINRIM=560.57'INV IN=556.64'INV OUT=556.22'15" RCP15" RCP18" RCP24" RCP INV. 18" RCP=552.91'INV. 24" RCP=553.24'INV. 12" CMPMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/W1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROW20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)565 560 56557057556
5 570565555560561561 565562560 570562DOLLAR GENERAL9,100 SQ.FT.7,302 SQ.FT. RETAIL SPACEF.F.E. = 567.75567566565566562567570567567567567567565560
565560 PIPE - 1 PIPE - 2 PIPE - 4 PIPE - 5 PIPE
-

6 6 - 6" PVC ROOFDRAINSW/SPLASHBLOCKSSEE DET. 8/C901 PIPE - 3RETAINING WALL - 2 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 7/C901RETAINING WALL - 1 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 6/C901567566566 CURB INLET - 1RIM : 565.5015" HDPE INV OUT : 562.50JUNCTION BOX - 1RIM : 567.0015" HDPE INV IN : 562.2015" HDPE INV IN : 562.2015" HDPE INV OUT : 562.10CURB INLET - 2RIM : 564.5015" HDPE INV IN : 561.3815" HDPE INV OUT : 561.28YARD INLET - 2RIM : 565.5015" HDPE INV OUT : 562.50YARD INLET - 1RIM : 565.5015" HDPE INV OUT : 562.50LIMITS OF DISTURBANCE1.73± ACRESSILT FENCE SEEDET. 2/C903SEE DET. 3/C902SEE DET. 4/C902SEE DET. 4/C902SEE DET. 5/C902SEE DET. 5/C902OUTLET STRUCTURERIM : 560.7518" HDPE INV OUT : 556.50 PIPE - 7SAND FILTERSAND FILTERSEE DET. 1/C902SEE DET. 2/C90210' EMERGENCYSPILLWAY ELEV. = 561.00SEE DET. 4/C904TEMPORARY EXCLUSIONFENCE SEE DET. 6/C902OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903OUTLET PROTECTION(SEE TABLE FOR SIZE)SEE DET. 4/C903SILT FENCELIMITS OF DISTURBANCETDTDTEMPORARY DIVERSIONSTABILIZATION TIMEFRAMESSITE AREA DESCRIPTIONSTABILIZATIONTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES,SLOPES7 DAYSNONEHIGH QUAILTY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS AREA ALLOWED.SLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50' LENGTHALL OTHER AREAS WITH SLOPESFLATTER THAN 4:114 DAYSNONE, EXCEPT FOR PERIMETERSAND HQW ZONESSEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATIONBEFORE YOU DIG!CALL 1-800-632-4949N.C. ONE-CALL CENTERIT'S THE LAW!HARDWARE CLOTH INLETPROTECTIONSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637FINAL PHASE ESC PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C3007/13/2020COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDCWDTEMPORARY CLEANWATER DIVERSIONMAINTENANCE PLAN1.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.2.CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS ANDSHALL COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATIONCONTROL MANUAL.3.PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES ANDSTORMWATER RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYSAND WITHIN 24 HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND ARECORD OF RAINFALL AMOUNTS AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OFINSPECTIONS OF DEVICES AND OUTFALLS SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THEDISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OFSEDIMENT MUST BE RECORDED. A SAMPLE LOG FOR RECORD KEEPING IS AVAILABLE FROM NCDEQDIVISION OF WATER QUALITY, STORMWATER AND GENERAL PERMITS UNIT.4.CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENTAND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.5.REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALFCAPACITY, REPAIR ANY BREAKS IMMEDIATELY.6.REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.7.CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOTMAINTAINING PROPER EROSION CONTROL MEASURES AT ALL TIMES.EROSION CONTROL CONSTRUCTION SEQUENCE1.OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FORALL DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.2.CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALLUTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.3.STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.4.MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THEDURATION OF CONSTRUCTION.5.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM NC HWY 135.6.INSTALL CLEAN WATER DIVERSIONS.7.INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.8.INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. DO NOT DISTURB WETLAND WITH FAIRCLOTHSKIMMER OUTLET PIPE. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELYSTABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY NCDEQ AND THE CITY OFEDEN.9.INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARYDIVERSIONS AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF ISDIRECTED TO SKIMMER BASIN WITH POSITIVE DRAINAGE.10.REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.11.COMPLETE PARTIAL SITE GRADING LOCATED EAST AND WEST OF THE UNNAMED TRIBUTARY ANDDEPICTED IN THE PHASE 1 GRADING PLAN. DO NOT DISTURB THE UNNAMED TRIBUTARY DURING THESEGRADING OPERATIONS.12.AS PARTIAL GRADING AREAS REACH SUBGRADE ELEVATIONS INSTALL STONE BASE TO PROTECTEXPOSED SOILS.13.INSTALL PIPE-1 WITH RETAINING WALL-1 AND RETAINING WALL-2. INSTALLATION MUST UTILIZE A PUMPAROUND TO WORK IN DRY CONDITIONS. EACH DAY'S WORK MUST BE LIMITED TO THE AMOUNT OFDISTURBANCE THAT CAN BE STABILIZED BEFORE THE WORK DAY ENDS. PARTIAL PIPE AND WALLCONSTRUCTION MUST BE LEFT IN A STABLE STATE AT THE END OF EACH DAY. ANY RUNOFF COLLECTEDBEHIND WALL INSTALLATION MUST BE DEWATERED INTO THE SKIMMER BASIN THROUGH AN EFFLUENTBAG.14.INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TOSKIMMER BASIN DURING CONSTRUCTION ACTIVITIES.15.INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BEDEWATERED TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.16.STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.17.AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE CITY OF EDEN, REMOVE SKIMMER BASINTO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATERCONTROL AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE ISCOMPLETELY STABILIZED.18.INSTALL REMAINING PERMANENT LANDSCAPING.19.REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTST STPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP P P P P P P P P P PPPPPPPPPPPPPPPPPPPPPPPPPPPP P P P P P P P P P P P P P PPPPP
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WWWWWS22° 50' 56"E - 401.42'S67° 32
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N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00
'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYWTR.VLV.WTR.VLV.WTR.VLV.WTR.MTR.WTR.MTR.WTR.MTR.WTR.MTR.WTR.MTR.CLEAN-OUTCLEAN-OUTCLEAN-OUTCLEAN-OUTSEWER MANHOLERIM = 556.48'INV IN=550.98'INV OUT=550.78'SEWER MANHOLERIM =556.57'INV IN=551.47'INV OUT=551.37SEWER MANHOLERIM =560.31'INV IN=550.46'INV OUT=550.36SEWER MANHOLERIM = 561.49'INV IN=553.09'INV OUT=552.99SEWER MANHOLERIM =565.94'INV IN=560.34'INV OUT=560.24UTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLEUTILITYPOLESAT. DISHSAT. DISHUTILITYPOLEGUYANCHORGUYANCHORGUYANCHOR8" PVC SEWER LINE8"
PVC
SEWER
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8"
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INE 8" PVC SEWER LINEANCHORHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
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)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)TELEPED.TELEPED.WETLANDAREA0.16 ACRESGMGASMTR.SIGNAL LIGHTMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/WPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N19° 34' 46"W - 500.11'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROWFIREHYD.20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)10' SETBACK10'
SETBACK10'
SETBACK5' SETBACK565 560 56557057556
5 570565555560561561 565562560 570562DOLLAR GENERAL9,100 SQ.FT.7,302 SQ.FT. RETAIL SPACEF.F.E. = 567.75567566565566562567570567567567567567565560
565560RETAINING WALL - 2 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 7/C901RETAINING WALL - 1 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 6/C901567566566EXISTING FIREHYDRANT6' WOOD FENCESEE DET. 6/C901SAND FILTEREXISTINGWELL TO BEABANDONED1" ELECTRICAL CONDUITMH4" SCH 40 PVCSEWER INV. = 564.754" SCH 40 PVC SEWER LINE
CLEANOUT (TYP.AT ALL BENDS)SEE DET. 3/C904CONNECT TO EXISTING SEWERMANHOLE INV. = 551.00COORDINATE WITH PROVIDER1" SDR 21 PVC WATER LINE1" ELECTRICAL CONDUIT
1" RPZ (DOMESTIC) WITHHEATED ENCLOSURE1" WATER METER COORD.WITH PROVIDER34" RPZ (IRRIGATION) WITHHEATED ENCLOSUREIRRIGATION TO BEDESIGNED BY OTHERSLIGHTEDPYLON SIGN1" SDR 21 PVCWATER LINE
ALL EXISTING UTILITYSERVICE CONNECTIONSTO BE ABANDONED/REMOVED PER UTILITYPROVIDER STANDARDSSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637UTILITY PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040C40007/13/2020VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATIONAUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FORALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDLOCAL UTILITY COMPANIESUTILITYCOMPANY NAMEPHONEWATERTOWN OF EDEN(336) 613-4749WATERDAN RIVER WATER, INC(336) 623-2526POWERDUKE ENERGY(800) 452-2777TELEPHONECENTURYLINK(800) 778-9140TELEPHONETIME WARNER(800) 778-9140NATURAL GASPIEDMONT NATURAL GAS COMPANY(980) 266-0375SANITARY SEWERTOWN OF EDEN(336) 613-4749ON-SITE UTILITY NOTES1.FOR GENERAL SITE WORK, SEE SHEET C100.2.ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCALSTANDARDS.3.ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER.4.ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FOR PRESSURED FLOW(BEDDED IN STONE) CONFORMING TO ALL STATE AND LOCAL STANDARDS.5.FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON (PUSH-ON TYPE JOINT) CONFORMING TO ANSI AND AWWASTANDARD SPECIFICATIONS.6.PIPE AND FITTINGS 3" AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFTK-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND BERATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN LEFTAND BE CAST OR DUCTILE IRON BODIED.7.ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3' ABOVE THE TOP OF THE PIPE.8.THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE ISTEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER ANDSEWER LINE IS EIGHTEEN INCHES (18").9.THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS.10.DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS.11.ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL END 5' FROM THE EDGE OF BUILDING ASSHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE ANDEXTEND AS NECESSARY).12.ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITEWORK SPECIFICATIONS.13.ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS.14.ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.15.SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS.16.SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THISSYSTEM PRIOR TO COMPLETION.17.INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.18.SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT.19.SEE 'M' SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING.20.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL POWER PROVIDER FOR THE LOCATION OF THETRANSFORMER AND ANY NECESSARY CONDUITS.21.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDER THE LOCATIONOF ANY PEDESTALS AND NECESSARY CONDUITS.
S22° 50' 56"E - 401.42'S67° 32
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N8° 27' 42"E - 57.57'N67° 12' 14"E - 311.02'211.02'100.00
'N19° 34' 46"W - 150.16'N19° 34' 46"W - 249.95'S19° 34' 46"E - 500.11'WESTSIDE STORAGE, LLCD.B. 945, PG. 2303LOTS 21 thru 24 - P.B. 03, PG. 53TAX PARCEL #133468PROPOSED FUTURE DIVISION LINE FOR SITE PLANNING ONLYHARRINGTON HIGHWAY - (N.C. 770) 80' PUBLIC R/WN.C
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(D
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)N.C.D.O.T. PROJECT # 6.801383 - (D.B. 665, PG. 555)WETLANDAREA0.16 ACRESMAG NAIL SETN.C. GRID-NAD 83 (2011)N=993,160.01'E=1,766,162.41'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,536.98'E=1,766,028.32'58" REBAR SETN.C. GRID-NAD 83 (2011)N=993,395.51'E=1,766,078.64'2" PIPE FOUNDN.C. GRID-NAD 83 (2011)N=993,284.25'E=1,766,463.03'58" REBARSETCOMPUTEDPOINTROAD R
/WROAD R
/WROAD R
/WROAD R/W1.5" PIPEFOUND20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)20'N66° 40' 37"E - 172.28'TIE LINE (GROUND)HEDGE ROWHEDGE ROWHEDGE ROW20' UTILITY EASEMENTP.B. 67, PG. 48, - D.B. 1396, PG. 406(CITY OF EDEN)10' SETBACK10'
SETBACK10'
SETBACK5' SETBACKDOLLAR GENERAL9,100 SQ.FT.7,302 SQ.FT. RETAIL SPACEF.F.E. = 567.75RETAINING WALL - 2 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 7/C901RETAINING WALL - 1 TO BEDESIGNED BY OTHERS.SAFETY FENCE ALONGEXTENTS SEE DET. 6/C9016' WOOD FENCESEE DET. 6/C901SM - 1SM - 1SM - 1SM - 1SODSEEDSEEDSEEDSODSODSODSODSODBERMUDA SODSAND FILTERBERMUDA SODSCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637LANDSCAPE PLANTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCH1" = 20'20201040G10007/13/2020VICINITY MAP (NTS)LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100BUILDING SETBACKPEX. OVERHEAD ELECTRICEX. SANITARY SEWEREX. WATEREX. FIBER OPTICSLANDSCAPE BUFFERGENERAL NOTES1.CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.2.ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.3.ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.5.EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTSASSOCIATED WITH RELOCATION.6.CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW ANDWITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHRELOCATION SHALL BE INCLUDED IN THE BASE BID.7.ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FORCOMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.EX. NATURAL GASEDENHARRINGTON HIGHWAYN.C
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IGHWAY N.C HIGHWAY 87BRIDGE STREETN.C. HIGHWAY 770SITESTREAM CENTERLINEWETLANDLANDSCAPE PLANTING LEGENDBERMUDA SOD (2,050 SQ.FT.)FESCUE SOD (24,820 SQ.FT.)FESCUE SEED (10,500 SQ.FT.)MULCHLIRIOPE PLANTED 2' O.C.(MAINTENANCE FREE VEGETATION)DOLLAR GENERAL LANDSCAPE NOTES:A.GRADING NOTES1.CONTRACTOR TO GRADE ALL AREAS SHADED IN THE PLANS INCLUDING R.O.W.2.TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVER GRADEDAREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES DURING CONSTRUCTION.3.TILL SOIL TO A DEPTH OF 4" MINIMUM.4.REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION.5.GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.6.ALL GRADED AREAS TO RECEIVED SEED OR SOD, TOP SOIL, STRAW AND WATER UNTIL A HEALTHY STAND OFGRASS IS OBTAINED.7.REFER TO GRADING SHEET FOR MAXIMUM SLOPES.B.LAWN SEEDING & SODDING NOTES:1.ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERE THERE IS PARKING OR A STREET AREREQUIRED TO BE FULLY SODDED. ALL OTHER LANDSCAPE ARES TO RECEIVE SEED.2.AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS AND FREE OF WEEDS.3.SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONAL SPECIFIC BLEND. 14 TO 12 OF THE SEED MIXTURE TOBE ANNUAL RYE TO AIDE IN LIMITING EROSION OF PERENNIAL SEEDING DURING GERMINATION.4.STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY OR RYE. SPREAD AT A RATE OF 2-1/2 TONSPER ACRE. STRAW, NETTING AND OTHER ANTI-EROSION MATERIALS TO BE REMOVED AFTER ESTABLISHEDLAWN.5.MAINTENANCE SHALL BE BEGIN IMMEDIATELY AFTER SEEDING. WATER REGULARLY TO KEEP LAWN AREAS MOISTTO MAXIMIZE GERMINATION AND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE AN ACCEPTABLESTAND OF ESTABLISHED LAWN PRIOR TO THE STORE POSSESSION DATE, FREE OR ERODED OR BARE AREAS.C.LANDSCAPE NOTES1.ALL SOILS USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS.2.ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" DEPTH OF MULCH, WITH EDGING AS REQUIRED.3.ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING WITH EDGING AS REQUIRED.4.ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME OF THEPLANTINGS.5.PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL. THE SITE SHALL BE CLEAN OF ALL DEBRIS ANDTRASH, AND MEET ALL REQUIREMENTS OUTLINED IN SECTIONS A-C ABOVE.6.MAXIMUM SLOPE CUTS SHALL NOT EXCEED 4:1. ALL DISTURBED GRADES GREATER THAN 8:1 SHALL BESTABILIZED BY SODDING. SODDING PINS ARE TO BE USED ON ALL 4:1 GRADES.7.VEGETATION AT ENTRY SHOULD BE LOW TO ENSURE VISIBILITY OF STORE.8.IF TREES ARE REQUIRED IN FRONT OF BUILDING, SELECT SMALL LEAFED, NON DENSE SPECIES THAT WILL NOTINTERFERE WITH THE VISIBILITY OF STORE. THE SPACING SHALL CREATE VISUAL CORRIDORS TO STORE ANDPYLON OR MONUMENT SIGN.D.IRRIGATION NOTES1.ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREAS AND/OR STREET ARE TO BE FULLY IRRIGATED.2.IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES AND CONTROLLERS. A SEPARATE METER ANDBACKFLOW PREVENTER WILL BE REQUIRED.3.A SEPARATE METER AND BACKFLOW PREVENTER WILL BE REQUIRED.4.LOCATE HEADS A MINIMUM OF 2'-0" FROM EDGE OF PAVEMENT/CURB.5.LOCATE RAINBIRD CONTROL PANEL IN RECEIVING AREA NEXT TO ELECTRICAL PANELS.LANDSCAPE PLANTING LEGENDSYMBOLLABELQTY.SCIENTIFIC NAMECOMMON NAMESIZE AT PLANTINGSM4Acer saccharumSUGAR MAPLE8-10' HEIGHT/B&B
BOLLARDCONCRETE FOOTING3000 PSI MIN.FINISH GRADE/PAVINGCOVERED BY YELLOW PLASTIC(PROVIDED BY OTHERS)60 GA. STEEL BOLLARDFILLED SOLID WITH 3000PSI CONCRETEROUND CONC. TOP OFPIPE SMOOTH2'6"
36"48"6"9C900SIDEWALK/CURB SECTION3000 PSI FIBERREINFORCED CONCRETE2% SLOPE1/2 " ROUNDASPHALT PAVINGSEE DETAIL4"
6"ALL SIDEWALKS TO HAVESEALED ISOLATION JOINTSSIDEWALKS TO HAVEBROOM FINISH6"
18"6"1.5" REVEAL DROPAWAY FROM ENTRYF.F.E.6C900CURB AND GUTTER3000 PSI CONC.CURB AND GUTTERASPHALT PAVINGSEE DETAIL18"6"6"1" RAD.ASPHALT SHALL BE 14"ABOVE GUTTER EDGECOMPACTED ABC6"7C900DUMPSTER PAD SECTIONASPHALT PAVINGSEE DETAIL4000 PSI CONCRETE WITHW2.9 X W2.9 W.W.F. OR# 3'S AT 18"COMPACTED SUB-GRADE1'
6"8"8C9007' MIN.
4'3.5'2"#6 BARS 14" LONG THRU PIPE EACH WAY1.5'PAVEMENT6" STD.STL. PIPE FILLED WITH CONCRETEPAINT PIPE BASE OSHA YELLOW2"x2"x188'STL. TUBE EXTEND INTO CONC.FILLED PIPE 2'. PROVIDE WELDED WATER-TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"STANDARD ALUM. MAXIMUM PENALTYSIGN R7-8D BOLT TO STEEL TUBE WITH 3/8"CADIUM PLATED NUTS, BOLTS, & WASHERS.(IF REQUIRED)STANDARD ALUM. HANDICAPPED PARKINGSIGN R7-8 BOLT TO STEEL TUBE WITH 3/8"CADIUM PLATED NUTS, BOLTS, & WASHERS.12"9"18"HANDICAPPED PARKING SIGN3C9004'3.5'2"#6 BARS 14" LONG THRU PIPE EACH WAY1.5' CONC. BASEPAVEMENT6" DIA. STL. PIPE FILLED WITH CONCRETEPAINT PIPE BASE OSHA YELLOW2"x2"x188'STL. TUBE EXTEND INTO CONC.FILLED PIPE 2'. PROVIDE WELDED WATER-TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"STANDARD ALUM. MAXIMUM PENALTYSIGN R7-8D BOLT TO STEEL TUBE WITH 3/8"CADIUM PLATED NUTS, BOLTS, & WASHERS.(IF REQUIRED)STANDARD ALUM. HANDICAPPED PARKINGSIGN R7-8 BOLT TO STEEL TUBE WITH 3/8"CADIUM PLATED NUTS, BOLTS, & WASHERS.12"9"18"VAN ACCESSIBLE PARKING SIGNTHIS SIGN TYPICAL AT ALL"VAN ACCESSIBLE" PARKING SPACES7' MIN.9"ONE SIGN PER HANDICAPPARKING SPACE/ WHERE 2SPACES FACE EACH OTHER, ONEPOST SHALL BE USED WITHSIGNAGE ON EACH SIDE.4C900HANDICAP RAMPBOLLARD WITH ACCESSIBLEPARKING SIGN, AS REQUIRED.STANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINTCOLOR TO BE PER THEAUTHORITY HAVINGJURISDICTION.4" STRIPES @ 24" O.C.AT 45 DEGREES. PAINTCOLOR TO BE PER THEAUTHORITY HAVINGJURISDICTION.1:10 MAX. SLOPEPAINTED YELLOWCOLORED TOOLED/SERRATED SLIPRESISTANT SURFACING AND/OR TACTILEWARNING DEVICE AS REQUIRED BYAMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES AND CODEREQUIREMENTSNOTE:ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALLCODES AND ADAAG REGULATIONS.4" PARKING SPACESTRIPE. PAINT COLORTO BE PER THEAUTHORITY HAVINGJURISDICTION.BOLLARDPLASTIC COVERBY OTHERSSIDEWALKRAMPSLOPE1:12 MAXACCESSIBLE/SHOPPING CARTRAMP TO BECENTEREDABOUT THEFRONT DOOR.BOLLARD WITHACCESSIBLEPARKING SIGN,AS REQUIRED.STANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINTCOLOR TO BE PER THEAUTHORITY HAVINGJURISDICTION.1:10 MAX. SLOPEPAINTED YELLOW4' MIN.6.5'5'6.5'
8'10'8'6' MIN.6' MIN.SEE PLANSTRIPINGTOP COAT SHERWIN WILLIAMS -PROMAR TRAFFIC MARKINGPAINT "H.C." BLUEMAX 2% SLOPE2'5C900SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCHNTSC90007/13/2020STANDARD ASPHALT PAVINGCOMPACTED SUB-GRADE8" ABC COMPACTED STONE BASE(COMPACTED TO 100% MODIFIED PROCTOR)2" ASPHALT SURFACE COATGENERAL NOTES:1.VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT2C900HEAVY-DUTY ASPHALT PAVINGCOMPACTED SUB-GRADE (PER SPECS.)8" ABC COMPACTED STONE BASE(COMPACTED TO 100% MODIFIED PROCTOR)1" ASPHALT SURFACE COAT (S9.5B)GENERAL NOTES:1.VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT2" ASPHALT SURFACE COAT (S9.5B)1C900
CONCRETE SIDEWALK JOINTSTOOLEDJOINTS WITHJOINT SEALER3/8" TYP.1/4" MAXR = 1/4" MAXTOOLEDJOINTS WITHJOINT SEALER5'3C901EDGE OF ASPHALT PAVINGTYP. CONC. CURB ANDGUTTERVARIED
SLOPED
CURBDEPRESSED CURB5C901DUMPSTER SCREENINGPROVIDE SOLID 4" SUPPORTWHEEL AND GALV. BRACKETWOOD GATES8" x 8" THICKENEDEDGE4" DIA. SCHED. 40 PIPE W/SLOPEDMTL. CAP ON TOP MAXIMUM 6'-0"O.C. SET PIPE IN CONCRETEFOOTING MIN. 1'-0" DIA. TO FROSTDEPTH(FILL PIPE W/CONC. TO 4'-0" ABOVEFIN. CONC. IN HIGH WIND LOADLOCATIONS.)18'-0EQ.12'-0"EQ.EQ.EQ.8" CONC. SLAB REINF.W/ W.W.F. 6"x6" - W2.9x W2.9 ON 6"AGGREGATE BASEEQ.NOTES:1.FOOTINGS SHALL EXTEND 3'-6" MINIMUMBELOW FINISH GRADE.2.SEE CIVIL DRAWINGS FOR DUMPSTERENCLOSURE LOCATION.3.8" THICK CONCRETE SLAB OVER 6"THICK CRUSHED AGGREGATE. 12"X12"THICKENED EDGE FOR APPROACH SLAB.#4 REBAR @ 2'-0" O.C. EACH WAY.4.BOLLARDS IN TRASH ENCLOSURE TO BEPAINTED SAFETY YELLOW.TRASH ENCLOSURE PLANFRONT VIEWNOTE:1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FORFASTENING.2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACEBETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.SIDE VIEWTOP VIEW3 MAX. POST SPACING6"-7"8'4x41X62X42"-4"SPACINGFRONT0.311.13 1"-2"SPACE0.13 MAXSPACING2"-3" DIRTBACKFILLIF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDINGBETWEEN TENANT PARCEL AND ADJACENT PARCEL, THENLESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCEWITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANYAPPLICABLE GOVERNMENTAL REQUIREMENTS.1X64x42x44x46" BOLLARDS6" BOLLARDSGATE POSTS TO BEPAINTED BLACKGATE POSTS TO BEPAINTED BLACKGATE POSTS TO BEPAINTED BLACKGATES SHALL BE CONSTRUCTED OUT OF STEELFRAME TUBING WITH PIVOT HINGES MOUNTED ON6" STEEL PIPE BOLLARDS. PROPER LATCHING ANDLOCK HARDWARE SHALL BE PROVIDED IN ORDERTO RESTRAIN AND/OR LOCK ENCLOSURE GATESSHADOW BOX FENCING,ATTACHED WITH 14" GALC.CARRIAGE BOLTS, (SOLIDCOLOR STAIN)PROVIDE SOLID 4"SUPPORT WHEELAND GALV. BRACKET4C901NCDOT ASPHALT PAVINGCOMPACTED SUB-GRADE5" OF B25C3" OF I-19C1-1/2" OF S9.5C1C901WOOD SCREENING FENCEFRONT VIEWNOTE:1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FORFASTENING.2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACEBETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.REAR VIEWTOP VIEW8'-0" MAX. POST SPACING1X66"-7"4x42x46'-0"4x41X62X44" SPACINGFRONT10"3'-0"
1"-2"
SPACE 4" MAXSPACING2"-3" DIRT
BACKFILL
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDINGBETWEEN TENANT PARCEL AND ADJACENT PARCEL, THENLESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCEWITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANYAPPLICABLE GOVERNMENTAL REQUIREMENTS.1X64x42x44x46C901RECEIVING DOOR RAMP6"
T
Y
PYELLOWSTRIPING1:12MAXIMUMSLOPEYELLOWCURBINGAND BOLLARDS-PARKING LOTSTRIPING LEGENDSURFACES SHOULD BE CLEAN, DRY ANDMETAL SURFACES FREE OF HEAVY RUST 2COATS SHERWIN WILLIAMS - KEM 4000ACRYLIC ALKYD ENAMEL SAFETY YELLOWB55Y300STRIPING -PARKING LOTSURFACES SHOULD BE CLEAN, DRY. TOPCOAT SHERWIN WILLIAMS - PROMARTRAFFIC MARKING PAINT YELLOW TM5495HANDICAPSTRIPING -PARKING LOTSURFACES SHOULD BE CLEAN, DRY. TOPCOAT SHERWIN WILLIAMS - PROMARTRAFFIC MARKING PAINT "H.C." BLUECONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITYCONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) ASWELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED BYUTILITY COMPANY2C901SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCHNTSC90107/13/2020SPLASHBLOCK24"6" ROOF DRAINPREFORMED CONCRETE SPLASHBLOCK8C901CHAIN LINK FENCING10'-0" MAX.10'-0" MAX.4'-0"2" MAX.CORNER POST CAP (TYP.)TENSION BANDSTENSION BAR3-1/2" DIA. TERMINAL POST (GALVANIZED8" DIA. 5000 P.S.I. (28 DAYS) CONCRETE PIERS @ CORNER POSTS (TYP.)RAIL END ASSEMBLYLINE POST CAP (TYP.) RAIL (GALVANIZED1-3/4" DIA. TOP4'-0" - 9 GA.2" MESH GALV. CHAIN LINK FENCE# 6 GA. TENSION WIRE2-1/2" DIA. INTERMEDIATE POST24" MIN.6"12" MATERIALGRANULAR GRADEEXISTINGNOTE: FENCING TO BE TIED TO TOP RAILS AND LINE POSTS WITH # 9 GA. WIRE SPACED AT 12". STEEL PIPE) STEEL PIPE) (GALVANIZED STEEL PIPE) BRACE ALL CORNERS & TERMINAL POSTS WITH 1-3/4" DIAMETER GALVANIZED STEEL PIPE & APPROPRIATE FASTENERS. @ EACH POST (TYP.) DAYS) CONCRETE PIER6" DIA. 5000 P.S.I. (287C901
SCM OUTLET STRUCTUREGROUT INTERIORWALLS3' x 3' PRE-CASTCATCH BASIN MEETINGOR EXCEEDING NCDOTSTD. 840.45RIM ELEV. = 560.75STORM RAX PEAKROOF STRUCTURETRASH RACK ORAPPROVED EQUALNOTES:1.USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED, THEY MUSTBE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.2.ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USEBUTYL SEALANT OR OTHER GASKET METHOD TO SEAL JOINTS BETWEEN STRUCTURESECTIONS. GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS.555.75STORM RAX PEAKROOF STRUCTURETRASH RACK ORAPPROVED EQUAL4" PVC INV. = 556.509" CONCRETE18" HDPEINV. = 556.506"6"#57 WASHED STONECOMPACTED2'WEIR ELEV. = 559.752C902560.00559.002' DAM561.00OUTLETSTRUCTURESEE DETAIL558.0012" CLASS A RIPRAPNOTES:1.ENSURE OUTLET STRUCTURE IS INSTALLED OUTSIDE OF SAND MEDIA.2.ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TOINSTALLATION OF AMENDED SAND.3.PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6"CENTERS. MIN. 4 HOLES PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEETON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS.4.UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE SAND SURFACE.5.ALL SOD WITHIN BASIN SHALL BE BERMUDA GRASS OR EQUALIANT GROWN INSANDY SOIL.SHWT < = 550' (SEE BORING LOG #4 IN GEO-TECH REPORT)3:1 SLOPE3:1 SLOPE8'562.00 TOP OF DAM3'PVC CAP6"CLEANOUT DETAILSODOUTLET4" PERFORATED PVCUNDERDRAINS @ 0.5% SLOPE#57 STONE18" OF COURSE MASONRY SANDCONFORMING TO ASTM C33 STANDARDALL MATERIAL LAYERS TO BE SEPARATED BY 8OZNON-WOVEN GEO-TEXTILE FILTER FABRICSODCLEANOUTSCLEANOUTSOUTLET3:1 SLOPE3:14" PERFORATEDPVC UNDERDRAINS557.50559.00OUTLETSTRUCTUREOUTLETSAND FILTERMIN. 2' FROMTOE OF SLOPEFILTER CHAMBERSAND MEDIASEDIMENT CHAMBERDAMDISSIPATERPLAN VIEWENLARGED VIEWSECTION VIEW 'A'4" PVC 'A''A'#57 WASHED STONESEE PLANS FOR ACTUAL LAYOUT3" WASHED STONE#57 STONECLASS A RIPRAP3" WASHED STONEENLARGED PLANOUTLET STRUCTURE556.50C9021YARD INLETCONC. GROUTFOOTING BEYONDSTEP REQ'D FORBOXES > 4' DEEPAT 10" O.C.BASIN: NDS# 1200&1216PRE-CAST CATCH BASINPER D.O.T. HEAVY-DUTYTRAFFIC RATING. ROUNDPRE-CAST CAN BESUBSTITUTED FOR SQUAREGROUT INTERIORWALLS#4 REBAR AT 8" O.C.E.W.4"INLET FRAMEAND GRATE(USF 4131-6259)6" OF #57 STONE COMPACTED5C902SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCHNTSC90207/13/2020CURB INLETINLET FRAME & GRATEUSF 5181-6420 FOR SAG INLETS & USF5130-6431 FOR ON GRADE INLETSUNLESS SPECIFIED OTHERWISECONC. GROUT#4 BAR AT 8" O.C.E.W.CONC. GROUTCONCRETE BRICK ORPRE-CAST BOXGROUT INTERIORWALLSSTEP REQ'D FORBOXES > 4' DEEPAT 10" O.C.1" RADIUS UNLESSOTHERWISE SPECIFIED6" #57 STONE COMPACTED4C902JUNCTION BOXPRECAST LIDFOOTING BEYOND#4 BAR AT 8" O.C.E.W.STEP REQ'D FORBOXES > 4' DEEPAT 10" O.C.PRE-CAST CATCH BASINPER D.O.T. HEAVY DUTYTRAFFIC RATING. ROUNDPRE-CAST CAN BESUBSTITUTED FOR SQUAREGROUT INTERIORWALLSMANHOLE LID AND FRAME( USF 669 KL COVER UNLESSOTHERWISE SPECIFIED)PAVEMENT OR BACKFILL(SEE PLAN)6" #57 STONE COMPACTED3C902TEMPORARY EXCLUSION FENCEKEEP OUTGRADEFENCE MATERIAL:ORANGE, UV RESISTANTHIGH TENSILE STRENGTHPOLYETHYLENE LAMINARBARRICADE FABRIC4' O.C.MIN1.33 LBS/LF STEEL POST2' MIN4' MIN6C902
TEMPORARY GRAVEL CONSTRUCTIONENTRANCE50' MIN12' MINPUBLIC STREET 50' MINPUBLIC STREET6" MINEXISTING GROUNDSOIL STABILIZATION FABRICUNDER 2-3" COARSE AGGREGATEGENERAL NOTES:1.A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITEONTO A PUBLIC STREET.2.FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.3.THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT.THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAPSEDIMENT.4.ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.5.WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE IN ANAREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.6.CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE.7.PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS.MAINTENANCE NOTES:MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLEMATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.1C903SILT FENCEWOVEN FILTER FABRICWIRE FENCING2'STEEL POSTWIRE FENCINGFILTER FABRIC#57 STONEFLOWF
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E30" MINMAINTENANCE NOTES:1.INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANYREQUIRED REPAIRS IMMEDIATELY.2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOMEINEFFECTIVE, REPLACE IT PROMPTLY.3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUMEFOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOIDUNDERMINING THE FENCE DURING CLEANOUT.4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREATO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEENPROPERLY STABILIZED.4" MIN8" MIN24"
FILTER
FABRIC 8' MAXGENERAL NOTES:1.USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS ORPOLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TOTHE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62b.2.SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERSTO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT ATEMPERATURE RANGE OF 0 TO 120° F.3.ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH AMINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TOFACILITATE FASTENING THE FABRIC.4.FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH AMINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.5.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTHSYNTHETIC FILTER FABRICS.6.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVETHE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TOCAUSE FAILURE OF THE STRUCTURE.)7.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THEBARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTERCLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.8.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THEUPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THETRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THEFENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILESTRENGTH.9.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.10.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESHSUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE ORPLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.11.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THEPROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.12.PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.13.BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.14.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.2C903TEMPORARY DIVERSION2' MINGENERAL NOTES:1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS ANDOTHER OBJECTIONABLE MATERIAL.2.ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALLDESIGN REQUIREMENTS.3.ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THEDESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.4.PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINEREGARDING AND CLEANOUT.5.VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILLREMAIN IN PLACE LESS THAN 30 WORKING DAYS.MAINTENANCE NOTES:1.INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERYRAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA ANDREPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKETIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLYSTABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THENATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.6' TYPICALCOMPACTED SOILFLOW18" MIN3C903FRONT VIEWSECTION VIEWGENERAL NOTES:1.STRUCTURAL STONE SHALL BE (CLASS B) STONE FOREROSION CONTROL PURPOSES.2.SEDIMENT CONTROL STONE SHALL BE #5 OR #57 STONE.#57 STONESTEEL FENCE POSTSILT FENCESTONE OUTLET1'-6" MIN.FLOW2:13' MAX.1'-6" MIN.STRUCTURAL STONESEDIMENTCONTROL STONE2' MAX.12"6C903STANDARD PIPE OUTLET MINIMUMTAILWATERGENERAL NOTES:1.LA = THE LENGTH OF THE RIPRAP APRON.2.d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUTNOT LESS THAN 6" (INCHES).3.A FILTER BLANKET OR FILTER FABRIC SHOULD BEINSTALLED BETWEEN THE RIPRAP AND SOILFOUNDATION.MAINTENANCE NOTES:INSPECT RIPRAP OUTLET STRUCTURES WEEKLY ANDAFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALLEVENTS TO SEE IF ANY EROSION AROUND OR BELOWTHE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVEBEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDEDREPAIRS TO PREVENT FURTHER DAMAGE.AAPLAN VIEWSECTION 'A-A'PIPEDO3 X DOPIPEFILTER FABRICdLAW = DO + LA LA4C903HARDWARE CLOTH AND GRAVEL INLETPROTECTION4' MAX3'2'16"2'FILTEREDWATER2119-GUAGE HARDWARE CLOTH(14 MESH OPENINGS)NCDOT #5 OR #57WASHED STONENC DOT #5 OR #57WASHED STONEGENERAL NOTES:1.UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.2.DRIVE 5-FOOT STEEL POSTS 2 INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THEPERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.3.SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THETOPS, MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING ISRECOMMENDED.4.PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, ANDSMOOTH TO AN EVEN GRADE.5.ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVED ACCUMULATED SEDIMENT, AND ESTABLISHFINAL GRADING ELEVATIONS.6.COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND WATERMAINTENANCE:INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICATION (12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESHWIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TODAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT CONTROL. REPLACE STONE AS NEEDED.STEEL T-POST5C903SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCHNTSC90307/13/2020
BAFFLEGENERAL NOTES:1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDESUSING STAPLES OR BY TRENCHING AS FOR SILT FENCE.2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL.7.PLEASE REFER TO NCESCPDM SECTION #6.65 FOR ADDITIONAL DESIGN SPECIFICATIONSREGARDING BAFFLES.MAINTENANCE NOTES:1.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANYREQUIRED REPAIRS IMMEDIATELY.2.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLECOLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.3.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATESTORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTHSHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.4.AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVEALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADEAND STABILIZE IT.25% OFBASINSURFACEAREAINLETOUTLET1ST CELL25% OFBASINSURFACEAREA2ND CELL25% OFBASINSURFACEAREA25% OFBASINSURFACEAREAPLAN VIEWSUPPORT ROPE TOWIRE TO PREVENTSAGGINGSUPPORT POST,24" INTO BOTTOMOR SIDESTAKE TOSUPPORT WIRECOIR MESH OR SIMILAR, STAPLEDOR TRENCHED INTO BOTTOM ORSIDESECTION VIEW AT OPENING6"X6" TRENCH,BACKFILLED ANDCOMPACTEDFENCE AND FABRICBURIED IN TRENCHSTEEL POST2'CROSS SECTION2C904E&SC PERMANENT SEEDING SCHEDULE* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECSCOMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES.SOIL AMENDMENTSAPPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONEAND 1000 LB/ACRE 5-10-10 FERTILIZER.MULCHAPPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHORSTRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEPSLOPES.MAINTENANCEREFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO MORE THAN ONCE PER YEAR. RESEED,FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.SOIL PREPARATION:SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT (PHOSPHORUS, POTASSIUM, CALCIUMAND MAGNESIUM) LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATENEEDED AMOUNTS OF FERTILIZER AND/OR LIME.CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED. THIS INCLUDES ROCKS, BOTTLES,LARGE ROOTS AND OLD TREE TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FORREPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, ESPECIALLY IF THE GROUND IS WET. THISCOMPACTED LAYER MUST BE BROKEN UP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; ASMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SPEED AND DEPTH OF ROOTING. ATRACTOR-MOUNTED OR SELF-PROPELLED TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THEEXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL ATREE. TREES CAN ALSO BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL ISNECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVERTHE ENTIRE AREA. ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACINGABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY ADDING ORGANIC MATTER. THISIMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.MOUNTAINSSEEDING DATESSPECIESRATE (lb/acre)AUG. 15 - MAY 1TALL FESCUE100**RYE GRAIN40SEPT. 1 - JUNE 1SERICEA LESPEDEZA15**RYE GRAIN40JUNE 2 - AUG. 14***GERMAN MILLET10*SUPPLEMENT WITH IRRIGATIONPIEDMONTSEEDING DATESSPECIESRATE (lb/acre)SEPT. 1 - MAY 1TALL FESCUE100**RYE GRAIN40SERICEA LESPEDEZA15APRIL 15 - JUNE 30BERMUDA GRASS25***GERMAN MILLET10JULY 1 - AUG. 30***GERMAN MILLET10*SUPPLEMENT WITH IRRIGATIONCOASTAL PLAINSEEDING DATESSPECIESRATE (lb/acre)SEPT. 30 - APRIL 1TALL FESCUE100**RYE GRAIN40SERICEA LESPEDEZA15APRIL 15 - JUNE 30BERMUDA GRASS25***GERMAN MILLET10JULY 1 - SEPT. 29***GERMAN MILLET10*SUPPLEMENT WITH IRRIGATION*RESEED WITH NON-NURSE CROPS WITHIN ACCEPTABLE DATES**MAY BE SUBSTITUTED WITH WHEAT AT 30 LBS/ACRE***MAY BE SUBSTITUTED WITH BROWNTOP MILLET AT 10 LBS/ACREE&SC TEMPORARY SEEDING SCHEDULESOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZERRATE TO 1000 LB/ACRE IN THE FALL.MULCHAPPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLEMULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AMULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARYCOVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA INLATE FEBRUARY OR EARLY MARCH.SOIL PREPARATION:SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGETHAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATENEEDED AMOUNTS OF FERTILIZER AND/OR LIME.CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BEPLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FORREPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKENUP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; ASMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THESPEED AND DEPTH OF ROOTING. A TRACTOR-MOUNTED OR SELF-PROPELLEDTILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THEEXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOILTILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BESUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL ISNECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THETOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACINGABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BYADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILSAND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.MOUNTAINSSEEDING DATESSPECIESRATE (lb/acre)ABOVE 2500 FEET: FEB. 15 - MAY 15BELOW 2500 FEET: FEB. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOREAN)50MAY 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 15RYE (GRAIN)120PIEDMONTSEEDING DATESSPECIESRATE (lb/acre)JAN. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50MAY 1 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 20RYE (GRAIN)120COASTAL PLAINSEEDING DATESSPECIESRATE (lb/acre)DEC. 1 - APRIL 15RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50APRIL 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 30RYE (GRAIN)120CLEANOUTPAVED AREASPAVED AREASLANDSCAPED AREASSUB-PAVINGPAVINGJOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITHTAPER THREAD BRONZE PLUG SERIES 58540-20 AND "SAN." ONCOVER (OR APPROVED EQUIVALENT).SCH. 40 PVC CAPSCH. 40 PVCABNEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITHTWO (2) JOSAM SERIES 58190-22 CLEANOUTS WITH TAPERTHREAD BRONZE PLUG SERIES 58540-20 (OR APPROVEDEQUIVALENT).B6"GRAVEL BASECOMPACTED ORUNDISTURBED SOIL24"COMPACTED ORUNDISTURBED SOIL24"6" THICK, 12" DIA.CONC. APRON6" THICK, 24"x24"CONC. APRONAPRECAST CONCRETEPOURED IN PLACE OFCONCRETE COLLAR3C904SKIMMER SEDIMENT BASINGENERAL NOTES:1.CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OFORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARYSEDIMENT 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 THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.3.SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THESKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.4.PLACE THE BARREL *TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCHAS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACTIT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THEFIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.5.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED.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 JOIN TO THEBARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THESIDE 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 SHOULDBE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDESAND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BELONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED;OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLESECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOWUNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.8.INLET - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TODIVERT 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 SURFACE WATER AWAY FROM THE BARE AREAS.COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVETHE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.10.INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65.11.AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTHTHE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.MAINTENANCE NOTES:1.INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS 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 JUSTAROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.2.REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.3.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN ANDDISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSOCHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.4.IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BYFLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.5.CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THEEMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRSIMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.6.FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMERFROM PLUGGING WITH ICE.PLAN VIEWCROSS-SECTION VIEWAVERAGEWIDTH=AREA*LENGTH* AREA OF BASIN WATERSURFACE AT TOP OFPRIMARY SPILLWAYINFLOWBAFFLESSKIMMERDEWATERINGDEVICEEMBANKMENTEMERGENCYSPILLWAYEMBANKMENTEMERGENCYSPILLWAYBAFFLESFILTER FABRIC1' FREEBOARD6" MIN. INVERT ELEV. OFEMERGENCY SPILLWAY1' SEDIMENTSTORAGE ZONE2' DEWATERINGZONEINFLOWCLASS B STONE PAD(4' x 4' x 1' MIN.)12PERSPECTIVE VIEWWATER SURFACE(PERMANENT POOL)END VIEWFRONT VIEWARM ASSEMBLYWATER ENTRYUNIT"C" ENCLOSUREPVC ELBOWPVC ENDCAPPVC TEEPVC PIPE1/2" HOLES INUNDERSIDEFLEXIBLEHOSESCHEDULE 40PVC PIPEPVC TEEORIFICEPLATESCHEDULE 40PVC PIPEPVC VENTPIPEPVC ENDCAPBOTTOM SURFACENOTE:1.ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.1C904TBEMERGENCY SPILLWAY131GENERAL NOTES:1. T = 16'2. B = 10'3. LINE WITH CLASS A RIPRAP.34C904SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCHNTSC90407/13/2020
GROUNDSURFACEGROUNDSURFACEBLANKET 3BLANKET 2BLANKET 1BLANKET 2FLOWFLOWFIGURE ETOE OF SLOPECREST OFSLOPECREST OFSLOPE3"BLANKET 1BLANKET 2BLANKET 3FIGURE A - BED INSTALLATIONFIGURE B - PROFILE VIEWFIGURE C - CROSS SECTIONVIEW3"8"2"2"2"2"1.5"1.5"4"2"2"1"1"2"FIGURE D - PLAN VIEW- BED INSTALLATION- DENOTES STAPLELOCATIONFIGURE E- PLANVIEW8"1"1"1"1"1"1"1"1"4"1"1"1"1"FIGURE F- PROFILE VIEW6"6"6"FIGURE G- CRITICALPOINTS - BEDINSTALLATIONBLANKET 3BLANKET 2BLANKET 18"2"2"2"2"2.5"2.5"4"2"2"1"1"2"FIGURE I - PLAN VIEW - SLOPEINSTALLATIONGROUNDSURFACEGROUNDSURFACEFIGURE J - CRITICAL POINTSECURING - SLOPE INSTALLATIONSTEP 1 - SITE PREPARATIONPREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TOINSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.STEP 2 - SEEDINGSEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TOFOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.STEP 3 - STAPLE SELECTIONAT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TOSECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKETEXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES ANDTHE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OFTHE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OFTHE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONGBOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKETTOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN INFIGURES A, H, E AND F).STEP 5 - SECURE BODY OF BLANKETROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OFBLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OFBLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACEDOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLEPATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAMBLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLINGPATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BEUSED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET ISSUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TOENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREAOF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATIONOVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THETERMINAL EDGE.MAINTENANCE NOTES:1.INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY ANDAFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENTREPAIR IMMEDIATELY.2.GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSIONMUST NOT OCCUR BENEATH THE RECP.3.ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSECONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THEPROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.5.MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVERIS ESTABLISHED.*BED INSTALLATION - APPROXIMATELY 300 STAPLES PER ROLL (8'OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN*SLOPE INSTALLATION - APPROXIMATELY 200 STAPLES PER ROLL (8' OR 4'WIDTH) REQUIRED - WIDE BLANKET SHOWNFIGURE CFIGURE FFIGURE DGROUNDSURFACEFIGURE CFIGURE B/FIGURE EGROUNDSURFACEFIGURE EFIGURE IFIGURE B/FIGURE EFIGURE FFIGURE CFIGURE EFIGURE H - SLOPE INSTALLATIONCRITICAL POINTCRITICAL POINTTERMINAL ENDROLLED EROSION CONTROL MATTING INSTALLATION1C905ABOVE GROUND CONCRETE WASHOUTAA10'10'SANDBAGS (TYP.)OR STAPLESCONCRETEWASHOUTCLEARLY MARKEDSIGNAGE NOTINGDEVICE (18" X 24" MIN.)HIGH COHESIVE &LOW FILTRATIONSOIL BERMNOTES:1.ACTUAL LOCATION DETERMINED IN FIELD.2.THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLIDREACHES 75% OF THE STRUCTURES CAPACITY TOPROVIDE ADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARLY MARKED WITH SIGNAGE NOTING DEVICE.PLANSECTION A-A6"8"10 MIL PLASTICLINING (ALL SIDES)SANDBAGS (TYP.)OR STAPLESSILT FENCE2'3' MIN.1' FREEBOARD1:1 SIDE SLOPE(TYP.)3C905SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizDATE:REVISIONS:PREPARED FOR:ENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:REVIEWEDEN, NC
STORE #21637DETAILSTERAMORE DEVELOPMENT, LLCPO BOX 6460THOMASVILLE, GA 3175824"x36"06/15/20203160632019J.EDWARDSJ.CHURCHNTSC90507/13/20202:1 SLOPE(MAXIMUM)2' MINSTEEP CUTOR FILL SLOPE6" FREEBOARD TEMPORARY CLEAN WATER DIVERSIONGENERAL NOTES:1.h =2.B =3.PLEASE REFER TO NCESCPDM SECTION #6.21FOR ADDITIONAL DESIGN SPECIFICATIONSREGARDING DIVERSIONS.hB212C905