20221490 Ver 1_DocuSign_Door of Hope_12-20-22_20221222

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
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DOOR OF HOPE
MINISTRY CAMPUS
POLK COUNTY
NOTES
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SITE NOTES:
1. PROJECT ADDRESS: 2595 PEA RIDGE ROAD, MILL SPRING, NC 28765
2. TOTAL ACREAGE: 169 AC
3. ZONING: AGRICULTURAL RESIDENTIAL
4. PROJECT PIN NUMBER(S): P104-3 & P104-36
5. EXISTING TOPO INFO SHOWN WAS PROVIDED BY: GIS
6. EXISTING BOUNDARY INFO PROVIDED BY: TRUE NORTH
7. FEMA FLOOD PANEL: 3710057700J
8. RECEIVING STREAM: GREEN RIVER
9. SOIL TYPE(S): HwC2, HwB2, PaD2, ChA, DoB, PaC2
10. DEE I BOO • 'A 468 1100-1109
83,-82.086937
. TITUI / LO GITUD : 3
12. DISTURBED ACREAGE: 10.3 AC
OSIO► CONTROL RE IEW:
DEQ
14. STORMWA' MA A EMENT REVIEW: NCDEQ
GENERAL NOTES:
1. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S
FACILITIES AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES WHICH OCCUR DURING
CONSTRUCTION.
2. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE ONLY. NO GUARANTEE IS
MADE OR IMPLIED BY THE LOCATION REFLECTED IN THE PLANS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TYPE, SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES
WHICH MAY AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL
NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED
IN THE PLANS.
3. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF ENGINEERS PERMIT.
4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION
CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
5. ANY EXCESS CUT MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED OF IN
AN APPROPRIATELY PERMITTED SPOIL SITE. CONTRACTOR TO PROVIDE PROOF OF PERMITS PRIOR TO
CONSTRUCTION.
6. ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR APPROPRIATE
AGENCY PRIOR TO THE COMMENCEMENT OF WORK.
7. THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL PERMITS AND
LICENSES NECESSARY TO ACCOMPLISH THE WORK.
8. CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND
MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION
STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL. ANY
STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED
BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
9. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY UNDERSTOOD
THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION,
SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING
THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE
REQUIREMENTS, RULES AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING
JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER
UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
INSPECTION SCHEDULE:
1. NO CONSTRUCTION SHALL COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE OWNER,
THE CONTRACTOR, THE ENGINEER, AND A REPRESENTATIVE OF THE APPROVING JURISDICTION.
2. ALL SHOP DRAWINGS SHALL BE SUBMITTED AT OR PRIOR TO THE PRECONSTRUCTION MEETING.
3. ENGINEER TO BE CALLED FOR PERIODIC INSPECTIONS.
4. CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL INSPECTIONS.
5. REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS FOR
ADDITIONAL REQUIREMENTS AND STANDARDS.
BEFORE YOU DIG !
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW !
PROJECT MAP
VICINITY MAP
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CONTACTS
DEVELOPER:
CONTACT INFO:
DOOR OF HOPE MINISTRY
OWNER:
DAVID STOLTZFUS
[e-mail]
864 804 9192
1710 LYNN ROAD
COLUMBUS NC 28722
CONTACT INFO:
DOOR OF HOPE MINISTRY
ENGINEER:
DAVID STOLTZFUS
[e-mail]
864 804 9192
1710 LYNN ROAD
COLUMBUS NC 28722
CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA
SURVEYOR:
JOHN H KINNAIRD
][e-mail]
828-232-4700
17 ARLINGTON STREET
ASHEVILLE, NC 28801
CONTACT INFO:
TRUE NORTH
T CANTRELL
[e-mail]
450 WEBBER LANE
COLUMBUS NC 28722
SHEET INDEX
NO.: TITLE:
C-0 COVER SHEET
C-1.0 MASTER PLAN
C-2.0 EXISTING CONDITIONS PLAN
C-3.(0-2) OVERALL EC PLANS
C-3.(3-6) EROSION CONTROL DETAILS
C-4.0 OVERALL SITE PLAN
C-5.0 OVERALL EC, GRADING, & STORMWATER PLAN
C-5.(1-4) EC, GRADING, & STORMWATER PLANS 1-4
C-5.(5-7) STORMWATER DETAILS 1-3
C-5.8 DRAINAGE AREA MAP
NCDOT DRIVEWAY PLAN
NO.: TITLE:
REVISIONS/SUBMISSIONS
NC DEQ ESC
RE -SUBMITTAL TO NC DEQ
RE -SUBMITTAL TO NC DEQ
ADDED LOD
IMPACT PERMIT REVISION
Revision/Submission number with a triangle indicates changes made on this s
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File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Base-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
MASTER PLAN LEGEND
EXIST. BOUNDARY
EXIST. ADJOINER
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EXIST. STREAM BUFFER
EXIST. WETLAND
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EXIST. FEMA NON —ENCROACHMENT
FEMA FLOOD HAZARD AREA (1%)
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EXIST. RIGHT OF WAY
EXIST. BUILDING SETBACK
EXIST. BUILDING
EXISTING SIDEWALK
EXISTING PAVEMENT
EXIST. CURB
NEW PROPERTY LINES
NEW RIGHT OF WAY
NEW EASEMENT
BUILDING SETBACK LINE
NEW LANDSCAPE BUFFER
NEW COMMON OPEN SPACE
NEW BUILDING
NEW PAVEMENT
NEW HD PAVEMENT
NEW CONCRETE SIDEWALK
NEW GRAVEL
NEW CURB & GUTTER
NEW WALL (BY OTHERS)
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SCALE: 1 "= 200
DEVELOPMENT DATA
PROPERTY ADDRESS: 2595 PEA RIDGE ROAD
MILL SPRING, NC 28765
PIN NUMBER: P104-3 & P104-36
PROPERTY SIZE: 169 AC
ZONING REVIEW: POLK COUNTY
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: AGRICULTURAL RESIDENTI
PROPOSED NUMBER OF UNITS: 1 BUILDING
PROPOSED DENSITY: 1/169
PROPERTY OWNER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
DEVELOPER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: WYATT EDSEL, PE
ADDRESS: 17 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
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MINISTRY CAMPUS
NORTH CAROLINA
POLK COUNTY
MASTER PLAN
File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Base-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
CLEARING AND GRUBBING LEGEND
EXIST. BOUNDARY
EXIST. ADJOINER
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TEMP. CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
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DEVELOPMENT DATA
PROPERTY ADDRESS: 2595 PEA RIDGE ROAD
MILL SPRING, NC 28765
PIN NUMBER: P104-3 & P104-36
PROPERTY SIZE: 169 AC
ZONING REVIEW: POLK COUNTY
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: AGRICULTURAL RESIDENTI
PROPOSED NUMBER OF UNITS: 1 BUILDING
PROPOSED DENSITY: 1/169
PROPERTY OWNER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
DEVELOPER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: WYATT EDSEL, PE
ADDRESS: 17 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
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File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Base-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
MASS GRADING LEGEND
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EXIST. ADJOINER
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DEVELOPMENT DATA
PROPERTY ADDRESS: 2595 PEA RIDGE ROAD
MILL SPRING, NC 28765
PIN NUMBER: P104-3 & P104-36
PROPERTY SIZE: 169 AC
ZONING REVIEW: POLK COUNTY
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: AGRICULTURAL RESIDENTI
PROPOSED NUMBER OF UNITS: 1 BUILDING
PROPOSED DENSITY: 1/169
PROPERTY OWNER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
DEVELOPER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: WYATT EDSEL, PE
ADDRESS: 17 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
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2022-08-26
2022-12-20
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---,4<;/(f.6./../'-‘,.. KIN, ,.,•<(24.11G,4 r.dE-1\il.:-\-'17,.\\\N
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AS NOTED
/21
2022-12-20
a)
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15 Arlington Street
Asheville, N.C. 28801
Phone: [phone]
Fax: [phone]
www.brooksea.com
-E5%
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CTS
DOOR OF HOPE
MINISTRY CAMPUS
NORTH CAROLINA
POLK COUNTY
0
Drawing Title:
MASS GRADING PLAN
File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Base-566722.dwg
•

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
FINAL STABILIZATION LEGEND
EXIST. BOUNDARY
EXIST. ADJOINER
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EXIST. STREAM BUFFER
C-7` EXIST. WETLAND
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E OU
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EXIST. FEMA NON —ENCROACHMENT
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FEMA FLOOD HAZARD AREA (0.2%)
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
—ELEV— EXIST.
® EXIST.
® EXIST.
0 EXIST.
SF TEMP.
TEMP.
TEMP.
LIMITS
TEMP.
RIGHT OF WAY
MANHOLE
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OVERHEAD UTILITIES
STORM DRAIN
MINOR CONTOUR
MAJOR CONTOUR
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GRAVEL INLET PROTECTION
TEMP. ROCK PIPE
INLET PROTECTION
0
N
W E
200
S
400
600
SCALE: 1"= 200
DEVELOPMENT DATA
PROPERTY ADDRESS: 2595 PEA RIDGE ROAD
MILL SPRING, NC 28765
PIN NUMBER: P104-3 & P104-36
PROPERTY SIZE: 169 AC
ZONING REVIEW: POLK COUNTY
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: AGRICULTURAL RESIDENTI
PROPOSED NUMBER OF UNITS: 1 BUILDING
PROPOSED DENSITY: 1/169
PROPERTY OWNER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
DEVELOPER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: WYATT EDSEL, PE
ADDRESS: 17 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
MARKED UNE
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2022-08-02
2022-08-26
2022-12-20
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NC DEQ ESC
RE -SUBMITTAL TO NC DEQ
RE -SUBMITTAL TO NC DEQ
ADDED LOD
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FINAL DRAWING - ISSUED FOR
CONSTRUCTION
AS NOTED
2022-12-20
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15 Arlington Street
Asheville, N.C. 28801
Phone: [phone]
Fax: [phone]
www.brooksea.com
kL)5 eS*
as
cp
•
•
DOOR OF HOPE
MINISTRY CAMPUS
NORTH CAROLINA
POLK COUNTY
"5 lip
Drawing Title:
FINAL STABILIZATION PLAN
File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Base-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
A graveled area or pad located at points where vehicles enter and leave a
construction site.
To provide a buffer area where vehicles can drop their mud and sediment to
avoid transporting it onto public roads, to control erosion from surface runoff,
and to help control dust.
le
.••
%0 • •I :
,•' r.• rid .•.F
/ fw>>i •ri�i•a1.■"■•4 . Sp,
e...�y.11,1 �g�o rp•oehip ay Er>.l aar■s►et1 - . min
�•�■r-t. •0 �• 4•1. 1110 rail i�+o ■I .s
...*wry...• vi,�.�'�*aailgimei#r r�pw'
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D' min •rI/ rA •M.-+f i•:0-- t - F
2-3' �`•?riwi ,11.91- •:
coarse aggregate
1. Clear the entrance and exit area of all vegetation, roots, and other
objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans,
and smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable
outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
TEMPORARY CONSTRUCTION ENTRANCE (NCDEQ 6.06)
A horseshoe shaped rock dam structure at a pipe inlet with a sediment storage
area around the outside perimeter of the structure.
To prevent sediment from entering, accumulating in and being transferred
by a culvert or storm drainage system prior to stabilization of the disturbed
drainage area. This practice allows early use of the storm drainage system.
Flow
Class B Riprap
3'-
1.
3-5
A�Rr
...
NC DOT #5 or #57
washed stone
AIM
ems.
Class B Riprap
Filter Berm NC
DOT #5 or #57
washed stone
Natural Ground
Riprap Headwall, 1' min
height from road shoulder
1. Clear the area of all debris that might hinder excavation and disposal of
spoil.
2. Install the Class B or Class I riprap in a semi -circle around the pipe
inlet. The stone should be built up higher on each end where it ties into the
embankment. The minimum crest width of the riprap should be 3 feet, with a
minimum bottom width of 11 feet. The minimum height should be 2 feet, but
also 1 foot lower than the shoulder of the embankment or diversions.
3. A 1 foot thick layer of NC DOT #5 or #57 stone should be placed on the
outside slope of the riprap.
4. The sediment storage area should be excavated around the outside of the
stone horseshoe 18 inches below natural grade.
5. When the contributing drainage area has been stabilized, fill depression
and establish final grading elevations, compact area properly, and stabilize
with ground cover.
ROCK PIPE INLET PROTECTION (NCDEQ 6.55)
N
WAS
Pipe Invert
SCALE= NTS
SCALE=
NTS
Anchor netting in
a 12-inch trench
Ia
In channels, roll out strips of netting parallel to the
direction of flow and over the protective mulch.
INSTALLATION OF NETTING AND MATTING
Products designed to control erosion should be installed in accordance with
manufacturer's instructions. Any mat or blanket -type product used as a
protective mulch should provide cover of at least 30% of the surface where it
is applied. Installation is illustrated in Figure 6.14a.
1. Apply lime, fertilizer, and seed before laying the net or mat.
12-inch
overlap Join strips by anchoring
2. Start laying the net from the top of the channel or slope, and unroll it down
the grade. Allow netting to lay loosely on the soil or mulch cover but
without wrinkles -do not stretch.
3. To secure the net, bury the upslope end in a slot or trench no less than 6
inches deep, cover with soil, and tamp firmly as shown in Figure 6.14a. Staple
the net every 12 inches across the top end and every 3 ft around the edges and
bottom. Where 2 strips of net are laid side by side, the adjacent edges should
be overlapped 3 inches and stapled together. Each strip of netting should also
be stapled down the center, every 3 ft. Do not stretch the net when applying
staples.
4. To join two strips, cut a trench to anchor the end of the new net. Overlap the
end of the previous roll 18 inches, as shown in Figure 6.14a, and staple every
12 inches just below the anchor slot.
NETTING AND MATTING (NCDEQ 6.14.6)
A temporary sediment control measure consisting of fabric buried at the
bottom, stretched, and supported by posts.
To retain sediment from small disturbed areas by reducing the velocity of
sheet flows to allow sediment deposition.
Steel
post
4' MAX.
8' max. standard strength fabric with wire fence
6 max. extra strength fabric without wire fence
7
Wire
fence
24"
Steel
post
2 f'
HORIZONTAL BRACE
WIRE OR PLASTIC
TIES (5 MIN)
11-11-11-.1-11-13-13-13-11--11-11=11=11a1G11-11-1i=11-11-1111
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1=11=11
11=1=11=
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=11=11=1
RIPRAP SPLASH
PAC
5' MIN.
FRONT VIEW
NOTES:
1. SET FABRIC HEIGHT AT 1 FT MAXIMUM BETWEEN SUPPORT POSTS SPACED NO
MORE THAN 4 FT APART.
2. SET OUTLET ELVATION SO THAT WATER DEPTH CANNOT EXCEED 1.5 IT AT THE
LOWEST POINT ALONG THE FENCELINE.
3. INSTALL A HORIZONTAL BRACE BETWEEN THE SUPPORT POSTS TO SERVE AS
AN OVERFLOW WEIR AND TO SUPPORT TOP OF FABRIC.
4. PROVIDE A RIPRAP SPLASH PAD AS SHOWN ABOVE. EXCAVATE FOUNDATION
FOR THE SPLASH PAD A MINIMUM 5 FT WIDE, 1FT DEEP, AND 5 FT LONG ON
LEVEL GRADE THE FINISHED SURFACE OF THE RIPRAP SHOULD BLEND WITH
SURROUNDING AREA, ALLOWING NO OVERALL THE AREA AROUND THE PAD
MUST BE STABLE.
5. DIG A V-TRENCH IN THE UNE OF THE FENCE AS SHOWN ABOVE.
6. AVOID JOINTS, PARTICULARLY AT LOW POINTS IN THE FENCE LINE. WHERE
JOINTS ARE NECESSARY, FASTEN FABRIC SECURELY TO SUPPORT POSTS AND
OVERLAP TO THE NEXT POST.
7. TO REDUCE MAINTENANCE, EXCAVATE A SHALLOW SEDIMENT STORAGE AREA
ON UPSLOPE SIDE OF FENCE WHERE SEDIMENTATION IS EXPECTED. PROVIDE
GOOD ACCESS TO DEPOSITION AREAS FOR CLEANOUT AND MAINTENANCE.
Wire
fence
A
18-24"
8" down & 4"
forward along
the trench
Filter
fabric
°0 • ° ° ° 0 • • ° 0
• m • • e ° °
° m•° ° °4' • ° •
• min •
•
ono • • • °m
a • • •° o • • °° .g
•m
00.0a°
00. • •0 °0 • 040
° 0 0 0 C. •
0 0
STEEL T POST
S1EEL T POST
HORIZONTAL BRACE
1' MIN.
SILTFENCE FABRIC
(35 MIN WIDTH)
4
SCALE= NTS
Plastic or
wire ties
Filter
fabric
Cross -Section
View
Backfill trench
and compact
thoroughly
min
//STANDARD TEMPORARY
SILT FENCE (SEE STD.
DETAIL 7.01)
HARE FENCING
Natural
ground
WIRE OR PLASTIC
TIES (5 MIN )
SIDE VIEW
1' MAX.
Natural
ground
Rolled erosion control products are manufactured or fabricated into rolls
designed to reduce soil erosion and assist in the growth, establishment
and protection of vegetation. Examples of RECP's are blankets, nets, and
matting.
, Overlap 6" min.
Overcut channel 2" to a
during seedbed preparatio
Intermittent check slot
Shingle -lap spliced ends or begin new
roll in an intermittent check slot
Prepare soil and apply seed before
installing blankets, mats or other
temporary channel liner system
_•
Excavate channel to design
grade and cross-section
Design depth
Typical installation
with erosion control
blankets or turf
reinforcement mats
Longitudinal
anchor trench
Longitudinal anchor trench
NOTES:
1. Design velocities exceeding 2 ft/sec require temporary blankets, mats or similar liners to protect
seed and soil until vegetation becomes established.
2. Grass -lined channels with design velocities exceeding 6 ft/sec should include turf reinforcement
mats
The Slicing Method
Ponding height
rrnx . 24'
Attach fabric to
upstream side of post
FLOW
Drive over each side of silt
fence 2 to 4 times with
device exerting 60 p.s.i. or
greater
compacted soil
POST SPACING:
max . an open runs
4' max , on pooling areas
Pr�CT nPPTH•
2 feet
compacted soil
No more than 24" ofa 36" fabric
is allowed above ground.
■� Operation
•
''i\F\ti\tifff�
■
Erosion control mats and blankets are intended to protect soil and hold seed and
mulch in place on slopes and in channels so that vegetation can become well
established. Turf reinforcement mats can be used to permanently reinforce
grass in drainage ways during high flows. Nets are made of high tensile
material woven into an open net which overlays mulch materials. Blankets
are made of interlocking fibers, typically held together by a biodegradable
or photodegradable netting (for example, excelsior or straw blankets). They
generally have lower tensile strength than nets, but cover the ground more
completely. Coir (coconut fiber) fabric comes as both nets and blankets.
Longitudinal anchor
trench
Stake at 3'-5'
intervals
Initial channel
anchor trench
Check 'slot at 25'
intervals
NOTE:
1. Check slots to be constructed per manufacturers specifications.
2. Staking or stapling layout per manufacturers specifications.
Terminal slope and
channel anchor trench
Intermittent
check slot
Slope surface shall be smooth before
placement for proper soil contact.
Stapling pattern as
per manufacturers
recommendations.
Min. 2"
overlap
Do not stretch blankets/matting tight -allow
the rolls to conform to any irregularities,
For slopes less than 3H:1V, rolls
may be placed in horizontal strips.
ROLLED EROSION CONTROL PRODUCTS (NCDEQ 6.17)
Top of Fabric
Belt
top 8''
IJicnc nol ❑7n: nment
doubles s7e-rgth,
ATTACHMENT DETAILS:
• Gather labrlc at posts, it needed.
• Utilize three ties per post, all within top 8" of fabric,
• Position each lie diagonally, puncturing hates vertically
a minimum of l" apart.
• Hang each tie ona post nipple and tighten securely.
Use cable ties (501bs) or soft wire.
Roll of silt fonco
s
mop
f/► r�
' Iilliial� I i
Horizontal chisel point
3" width
Sllcina blade
0.7"
Fabric
above
ground
Post
installed
alter
compaction
Silt Fence
t tti
S"- l*
2" fir `/�iti
r s>
Vibratory plow is not acceptable because of horizontal compaction
(5)SEDIMENT "SILT" FENCE AND REINFORCED OUTLET (NCDEQL6.62)s
Completed Installotion
6
If there is a berm at the top of
slope, anchor upslope of the berm.
Anchor in 6"x6" min. Trench
and staple at 12" intervals.
Min. 6" overlap.
Staple overlaps
max. 5" spacing.
Bring material down to a level area,
turn the end under 4" and staple at 12"
intervals.
Lime, fertilize, and seed before installation. Planting
of shrubs, trees, etc. should occur after installation.
SCALE= NTS
A small temporary stone dam constructed across a drainage way.
To reduce erosion in a drainage channel by reducing the velocity of flow.
Filter Cloth
12" of NCDOT #5 or #57
washed stone
Class B Riprap
9" min
Plan View
Cross -Section View
L = The distance such that points
A and B are of equal elevation
•
1. Place stone to the lines and dimensions shown in the plan ona filter fabric
foundation.
2. Keep the center stone section at least 9 inches below natural ground level
where the dam abuts the channel banks.
3. Extend stone at least 1.5 feet beyond the ditch bank (Figure 6.83b) to keep
water from cutting around the ends of the check dam.
4. Set spacing between dams to assure that the elevation at the top of the
lower dam is the same as the toe elevation of the upper dam.
5. Protect the channel after the lowest check dam from heavy flow that could
cause erosion.
6. Make sure that the channel reach above the most upstream dam is stable,
7. Ensure that other areas of the channel, such as culvert entrances below the
check dams, are not subject to damage or blockage from displaced stones,
CHECK DAM (NCDEQ 6.83)
Filter Cloth
1.5' min.
At
2' max. at
center
SCALE= NTS
2022-05-27
2022-08-02
2022-08-26
2022-12-20
REVISIONS/SUBMISSIONS
PRELIMINARY
R-SUBMITTAL TO NCDEQ
RE -SUBMITTAL TO NC DEQ
ADDED LOD
IMPACT PERMIT REVISION
CO
LO
Revision/Submission number with a triangle indicates changes made on this sheet
•
•
SEAL
•
ce
0
U
To
AS NOTED
2022-12-20
co
0
15 Arlington Street
Asheville, N.C. 28801
Phone: [phone]
Fax: [phone]
www.brooksea.com
LO
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5.55.5
CD
•
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DOOR OF HOPE
MINISTRY CAMPUS
NORTH CAROLINA
POLK COUNTY
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15)
-5 kcs
cc/
Drawing Title:
EROSION CONTROL DETAILS 1
File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Details-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS
INLET PROTECTION
Section AA
A structure designed to control erosion at the outlet of a channel or conduit.
To prevent erosion at the outlet of a channel or conduit by reducing the velocity
of flow and dissipating energy.
/ i �,000
*Pilfer
blanket
1. Ensure that the subgrade for the filter and riprap follows the required lines
and grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removingthe riprap and placinganotherpiece of filter cloth over the damaged
g
area. All connecting jointsshould overlap so the top layer is above the
downstream layer a minimum of 1 foot. If the damage is extensive, replace
the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the
filter.
5. The minimum thickness of the riprap should be 1.5 times the maximum
stone diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard,
angular, highly weather -resistant and well graded.
7. Construct the apron on zero grade with no overfill at the end. Make the
top of the riprap at the downstream end level with the receiving area or slightly
below it.
8. Ensure that the apron is properly aligned with the receiving stream
and preferably straight throughout its length. If a curve is needed to fit site
conditions, place it in the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas with vegetation
(Practices 6.10, Temporary Seeding, and 6.11, Permanent Seeding).
OUTLET STABILIZATION STRUCTURE (NCDEQ 6.41)
A small, temporary ponding basin formed by an embankment or excavation
to capture sediment.
Summary:.
Primary Spillway:
Maximum Drainage Area:
Minimum Volume:
Minimum Surface Area:
Minimum VW Ratio:
Minimum Depth:
Maximum Height:
Dewatering Mechanism:
Minimum Dewatering Time:
Baffles Required:
Temporary Sediment Trap
Stone Spillway
5 acres
3600 cubic feet per acre of disturbed area
435 square feet per cfs of Q10 peak inflow
2:1
3.5 feet, 1.5 feet excavated below grade
Weir elevation 3.5 feet above grade
Stone Spillway
N/A
3
Cross -Section
Design settled
tap
2' to 3.5'
Drainage Area
(acres)
1
2
3
4
5
•
12" min. of NCDOT #5
or #57 washed stone
Plan View
filter
tabric
Weir Length'
(ft)
4.0
6.0
8.0
10.0
12.0
4'
min.
3'
min.
A
PROVIDE OPENING IN
UPGRADIENT SIDE OF SILT
FENCE FOR INGRESS AND EGRESS
A
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Lu
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in CO
Z
z�<
CREEL
0
Z E
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o
3
1
AN VIEW
VARIES
DOUBLE ROW
OF SILT FENCE
±4 FEET APART
TION A
STOCKPILES THAT ARE TO REMAIN BEYOND STABILIZATION TIMES
AS REQUIRED BY NCDEQ MUST BE SEEDED AND STABILIZED
SPOIL STORAGE BERM
SCALE= NTS
A permanent ridge or channel or a combination ridge and channel constructed
on a designed grade across sloping land.
To divert water from areas where it is in excess to locations where it can be
used or released without erosion or flood damage.
1. Remove and properly dispose of all trees, brush, stumps, or other
objectionable material. Fill and compact all ditches, swales, or gullies
that will be crossed to natural ground level or above.
2. Just before placement of fill, the base of the ridge should be disked
by machinery.
3. Excavate, shape, and stabilize the diversion to line, grade, and cross
section, as required in the design plan (Figure 6.2 Ib).
Steep cut
or fill
slope
.r 2°min top i
2:1 slope
or flatter
6" freeboard
4. Compact the ridge to prevent unequal settlement, and to provide
stability against seepage.
5. Vegetatively stabilize the diversion after its installation.
PERMANENT DIVERSIONS (NCDEQ 6.21)
Overfill 6" for
settlement
Natural
Ground
5,
max
Emergency by-
pass 6" below
settled top of
dam
r
Door of Hope
TEMPORARY SEDIMENT TRAP SEEING CHART
Trap Dralnags Area AI Flow Cale:
MIn. Size Gala
Dimond:arm Trap Dimonns:
Spillway Deal rl:
Mlna a area lise4
Weclghued
Lr
Q•13
Mu. 3urfaw
Awn 1
Min.
Yviuna t'ftry€
Berton
width [17
Length (h.,:
Spillway
Dimension:
Spllrweyf
Elauellon€
Wooer Free-
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TEMPORARY SEDIMENT TRAP (NCDEQ 6.60)
SCALE= NTS
HP STORM TRENCH INSTALLATION DETAIL
i
MIN. COVER TO
RIGID PAVEMENT, H
SPRINGLINE
4' FOR 12"-24" PIPE
6" FOR 30"-60" PIPE
NOTES:
I.,MINTRENCHWIDTH.1..I
(SEE TABLE)
MIN. COVER TO
FLEXIBLE PAVEMENT, H
FINAL
BACKFILL
INITIAL
BACKFILL
HAUNCH
BEDDING
SUITABLE
FOUNDATION
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, 'STANDARD PRACTICE FOR UNDERGROUND
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS', LATEST ADDITION,
WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE, SOIL CLASSIFICATIONS
ARE PER THE LATEST VERSION OF ASTM D2321. CLASS IVB MATERIALS (MH, CH) AS DEFINED IN PREVIOUS VERSIONS OF
ASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS.
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
3, FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED
BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND
AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GE0TEXT1LE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH
TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING
THICKNESS SHALL BE 4" (100mm) FOR 12"-24" (300mm-600mm) DIAMETER PIPE; 6" (150mm) FOR 30%60" (750mm-1500mm)
DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV
MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF
A SOIL EXPERT.
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE
PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL
BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN
ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED
APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL EXPERT.
MAP
PLICATIONS MINIMUM COVER: MINIMUM COVER,H,INNON-TRAFFIC A PLICATIONS OR LANDSCAPE (GRASS(300mm)FROM
AREAS) IS 12
THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION, FOR TRAFFIC
APPLICATIONS; CLASS I OR 11 MATERIAL COMPACTED TO 90% SPD AND CLASS III COMPACTED TO 95% SPD IS REQUIRED.
FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12' (300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24' (600mm) OF
COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT
OR TO TOP OF RIGID PAVEMENT.
7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04.
7016 ADS. !NC.
PIPE DIAM-
MIN. TRENCH
WIDTH
12"
30"
(300mm)
(762mm)
15"
34"
(375mm)
(864mm)
18"
39"
(450mm)
(991mm)
24"
48"
(600mm)
(1219mm)
(750mm)
(1422mm)
36"
64"
(900mm)
(1626mm)
42"
72"
(1050mm)
(1829mm)
48"
80"
(1200mm)
(2032mm)
60"
96"
(1500mm)
(2438mm)
TABLE 2 MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS
SURFACE LIVE LOADING CONDITION
PIPE DIAM.
H-25
HEAVY CONSTRUCTION
(75T AXLE LOAD) "
12" - 48"
12"
48'
(300mm - 1200mm)
(305mm)
(1219mm)
60"
24"
60"
(1500mm)
(610mm)
(1524mm)
VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
TABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE, ft
CLASS I
CLASS II
CLASS III
CLASS
IV
PIPE DIA
COMPACTED
95%
90%
85%
95%
90%
95%
12"
41
28
21
16
20
16
16
(300mm)
(12.5m)
(8.5m)
(6.4m)
(4.9m)
(6.1m)
(4.9m)
(4.9m)
15'
42
29
21
16
21
16
16
(375mm)
(12.8m)
(8.8m)
(6.4m)
(4.9m)
(6.4m)
(4.9m)
(4.9m)
18"
44
30
21
16
22
17
16
(450mm)
(13.4m)
(9.1m)
(6.4m)
(4.9m)
(6.7m)
(5.2m)
(4.9m)
24"
37
26
18
14
19
14
14
(600mm)
(11.3m)
(7.9m)
(5.5m)
(4.3m)
(5.8m)
(4.3m)
(4.3m)
30"
39
27
19
14
19
15
14
(750mm)
(11,9m)
(8.2m)
(5.8m)
(4.3m)
(5.8m)
(4.6m)
(4.3m)
36"
28
20
14
10
14
11
10
(900mm)
(8.5m)
(6.1m)
(4.3m)
(3.0m)
(4.3m)
(3.4m)
(3.om)
42'
30
21
14
10
15
11
10
(1050mm)
(9.1m)
(6.4m)
(4.3m)
(3.0m)
(4.6m)
(3.4m)
(3.0m)
48"
29
20
14
9
14
10
10
(1200mm)
(8.8m)
(6.1m)
(4.3m)
(2.7m)
(4.3m)
(3.0m)
(3.0m)
60"
29
20
14
9
14
10
9
(1500mm)
(8.8m)
(6.1m)
(4.3m)
(2.7m)
(4.3m)
(3.0m)
(2.7m)
FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD
RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING
ASSUMPTIONS:
NO HYDROSTATIC PRESSURE
UNIT WEIGHT OF SOIL (ys) = 120 PCF
REV. MAXIMUM COVER HEIGHTS
RWD 01/11/17
REV.
DESCRIPTION
BY MMIDD/YY
CHK'D
ADVANCED DRAINAGE SYSTEMS, INC- ["ADS-) HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING 1S
INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS
PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL
RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO
CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE
APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS
PROJECT.
TRENCH INSTALLATION
DETAIL (HP STORM)
DRAWING NUMBER:
STD-101 D
ADVANCED DRAINAGE SYSTEMS. INC.
4640 TRIJEMAN BLVD
HILLIARD, 0HIO43026
'"•'"" JAB
01/29/09
. 13 mkt
NTS
• 1 OF 1
SCALE= NTS
HP STORM TRENCH INSTALLATION
General Notes
All disturbed areas (2.7 Acres) to be seeded.
The kinds of seed and fertilzer, and the rates
During periods of overlapping dates, the kind
All Roadway Areas
March 1-August 31
50 lbs Tall Fescue
10 lbs Centipede
25 lbs Bermudagrass (hulled)
500 lbs Fertilizer
4000 lbs Limestone
September 1-February 28
50 lbs Tall Fescue
10 lbs Centipede
35 lbs Bermudagrass (hulled)
500 lbs Fertilizer
4000 lbs Limestone
SCALE= NTS
All seeding to be in accordance with NCDEQ STD #6.11
of application of seed, fertilizer and limestone, shall be as stated below.
of seed to be used shall be deteremined. All rates are in pounds per acre.
Waste and Borrow Locations
September 1-February 28
75 lbs Tall Fescue
35 lbs Bermudagrass (hulled)
500 lbs Fertilizer
4000 lbs Limestone
March 1-August 31
75 lbs Tall Fescue
25 lbs Bermudagrass (hulled)
500 lbs Fertilizer
4000 lbs Limestone
On cut and fill slopes 2:1 or steeper, Centipede shall be applied at the rate of 5 lbs/acre and add 20 lbs of Sericea
Lespedeza from January 1-December 31
Fertilizer Topdressing
Fertilizer used for topdressing on all roadway areas except slopes 2:1 and steeper shall be 10-20-20 grade and shall be applied at the
rate of 500 lbs/acre. A different analysis of fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of application
adjusted to provide the same amount of plant food as 10-20-20 analysis and as directed.
Fertilizer used for topdressing on slopes 2:1 and steeper and waste and borrow areas shall be 16-8-8 grade and shall be applied at the
rate of 500 lbs/acre. A different analysis of fertilizer may be used provided the 2-1-1 ratio is maintained and the rate of application
adjusted to provide the same amount of plant food as 16-8-8 analysis and as directed.
Preparation for primary/permanent stabilization shall not begin until construction and utility work within the preparation area is complete.
However, it may be necessary to prepare for nurse crops prior to completion of construction and installation of utilities.
All areas to be seeded or planted shall be tilled a depth of 12". Ripping consists of creating fissures in a criss-cross pattern over the entire
surface area, utilizing an implement that will not glaze the side walls of the fissures. Site preparation that does not comply with these
ocuPments shall not be acceptable. The depth of soil preparation may be established as a range based on the approval of the reviewing
• cal agency. Once tilled or ripped according to the approved plan, all areas are to be returned to the approved final grade. pH
modifiers and/or other soil amendments can be added during the soil preparation procedure or as described below.
Till or disc the prepared areas to be seeded to a minimum depth of four (4) inches. Remove stones larger than three (3) inches on any
side, sticks roots and other extraneous materials that surface. If not incorporated during the soil preparation process, add pH modifier
and fertilizers. Spread up to 6" of excess topsoil over the entire area if available. Re -compact the area utilizing a cultipacker roller. The
finished grade shall be a smooth even soil surface with a loose, uniformly fine texture. All ridges and depressions shall be remoeved and
filled to provide the approved surface drainage. Seeding of graded areas is to be done immediately after finished grades are obtained and
seedbed preparation is completed.
Prepare the seed be as described in above in soil preparation. Apply seed at rates specified on the plans, and/or as recommended
above, with a cyclone seeder, prop type spreader, drill, or hydroseeder on and/or into the prepared bed. Incorporate the seed into the
seed bed as specified. Provide finished grades as specified on the approved plan and carefully culti-pack the seedbed as terrain allows.
Mulch immediately.
6'i
PERMANENT SEEDING
SCALE= NTS
TEMPORARY SEEDING
General Notes
All seeding to be in accordance with NCDEQ STD #6.10
Species Rate (lb/acre) Season Seeding Dates
Rye (grain) 120 Winter/Spring/Fall 1/1-5/1,8/15-12/30
Annual lespedeza (Kobe) 50 Winter/Spring 1/1-5/1
German Millet 40 Summer 5/1-8/15
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
A small -stemmed Sudangrass may be substited for German millet at a rate of 50 lb/acre.
Soil Amendments Mulch
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
For fall seeding, use 1000 lb/acre 10-10-10 fertilizer
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
immediately following erosion or other damage.
For fall, repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of
nitorgen in March. If it is necessary to extent temporary cover beyond June 15,
overseed with 50 lb/ acre Kobe lespedeza in late February or early March
C 7 )
TEMPORARY SEEDING
SCALE= NTS
Inspect inlets at least weekly and after each significant (1/2 inch or greater) rainfall event. Clear the mesh wire of any debris or
other objects to provide adequate flow for subsequent rains. Take care not to damage or undercut the wire mesh during
sediment removal. Replace stones as needed
TEMPORARY CONSTRUCTION ENTRANCE
Maintain the gravel pad in a condition to prevent mud or sediment from leaving the construction site. This may require periodic
topdressing with 2-inch stone. After each rainfall, inspect any structure used to trap sediment and clean it out as necessary.
Immediately remove all objectionable materials spilled, washed, or tracked onto public roadways.
SILT FENCE
Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately. Should the
fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly. Remove sediment deposits
as necessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout. Remove all fencing materials and unstable sediment deposits and bring the area to
grade and stabilize it after the contributing drainage area has been properly stabilized.
OUTLET PROTECTION
Inspect riprap outlet structures weekly and after significant (Z inch or greater) rainfall events to see if any erosion around or
below the riprap has taken place, or if stones have been dislodged. Immediately make all needed repairs to prevent further
damage.
CHECK DAM
Inspect check dams and channels at least weekly and after each significant (1 /2 inch or greater) rainfall event and repair
immediately. Clean out sediment, straw, limbs, or other debris that could clog the channel when needed.
Anticipate submergence and deposition above the check dam and erosion from high flows around the edges of the dam.
Correct all damage immediately. If significant erosion occurs between dams, additional measures can be taken such as,
installing a protective riprap liner in that portion of the channel (Practice 6.31, Riprap-line and Paved Channels).
Remove sediment accumulated behind the dams as needed to prevent damage to channel vegetation, allow the channel to
drain through the stone check dam, and prevent large flows from carrying sediment over the dam. Add stones to dams as
needed- to maintain desisn height and cross section.
DITCH
Inspect temporary diversions once a week and after everyrainfall. Immediatelyremove sediment from the flow area and
P rY
repair the diversion ridge. Carefully check outlets and make timely repairs as needed. When the area protected is
permanently stabilized, remove the ridge and the channel to blend with the natural ground level and appropriately stabilize
it.
C3
EROSION CONTROL MEASURES MAINTENANCE NOTES
CONSTRUCTION SEQUENCE
SCALE= NTS
1 Obtain a Land Disturbing Permit from NCDEQ.
2 Survey and delineate the limits of disturbance.
3 Install tree protection fencing as shown on the plans.
4 Call the engineer at 828-232-4700 and regulatory agency's inspector to schedule pre -construction meeting at least 48
hours prior to project activation.
5 Install rain gauge on site.
6 Install Construction Entrance / Exits.
7 Install all perimeter devices such as silt fence and silt ditches.
8 Install all construction fencing as required by owner.
9 Install remaining runnoff conveyance systems: Temporary diversions and permanent storm relocation
10 Begin demolition of existing structures/utilities to be removed.
11 Install pump -around devices and temporary creek crossings.
12 Begin rough grading of site.
13 During mass grading, begin to install permanent runnoff conveyance systems such as
storm drainage, inlets, ditches, and permanent diversions.
14 Install storm drainage system and inlet and outlet protection devices simultaneously.
15 Stabilize site as areas are brought to finished grade or work is delayed.
Provide permanent or temporary vegetation in accordance with the schedule provided on the plans.
16 Provide permanent vegetation for the remainder of the site upon completion of construction activites.
NOTIFY NCDEQ LAND QUALITY INSPECTOR WHEN PROJECT STARTS, CONTRACTOR IS NOT TO CONDUCT MAJOR
GRADING ACTIVITIES DURING WET WEATHER OR PERIODS OF PREDICTED WET WEATHER, NOTIFY NCDEQ INSPECTOR
WHEN PROJECT IS PERMANENTLY VEGETATED AND MEASURE ARE READY TO BE REMOVED. CONTRACTOR MUST
INSPECT THE STORMWATER SYSTEM AND REMOVE ANY SEDIMENT FROM THE SYSTEM BEFORE STORM SEWER IS
BROUGHT ONLINE.
SITE STABILIZATION TIMEFRAMES
The contractor shall stabilize all areas that have been brought to final grade, or where construction has stopped or been
delayed for any reason. Adhear the schedule below.
C8
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
Perimeter dikes,
swales, ditched and
slope
7 days
None
High Quality Water
(HQW) Zones
7 days
None
Slopes steeper than
3:1
7 days
If Slopes are 10' or less
in length and are not
steeper than 2:1, 14
days are allowed
Slopes 3:1 or flatter
14 days
7 days for slopes
greater than 50' in
length
All other areas with
slopes flatter than
4:1
14 days
None(except for
perimeters and HQW
Zones)
CONSTRUCTION SEQUENCE & SIGHT STABILIZATION
SCALE= N
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REVISIONS/SUBMISSIONS
PRELIMINARY
R-SUBMITTAL TO NCDEQ
RE -SUBMITTAL TO NC DEQ
ADDED LOD
IMPACT PERMIT REVISION
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File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Details-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
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2022-08-26
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE
NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction activity
being considered compliant with the Ground Stabilization and Materials Handling sections of the
NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply
with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction.
All details and specifications shown on this sheet may not apply depending on site conditions and
the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
many calendar
Site Area Description
days after ceasing
Timeframe variations
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
3:1
7
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
not dislodge the soil. Use one of the
Stabilize the ground sufficiently so that rain will
techniques in the table below:
Temporary Stabilization
°ermanent Staci ization
° Temporary grass seed covered with straw or other
mulches and tackifiers
° Hydroseeding
° Rolled erosion control products with or without
temporary grass seed
° Appropriately applied straw or other mulch
° Plastic sheeting
° permanent grass seed covered witn
straw or otner mu cnes one tackifiers
° Ceotexti e fabrics sucn as permanent
sot reinforcement matting
° ycroseecing
° Snruas or otner permanent p antings
covered witn mu cn
° Uniform and even y cistriputec grounc
cover sufficient to restrain erosion
Structure metnods sucn as concrete,
° aspna t or retaining we s
Ro ec erosion contro products witn
°grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants .
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste
(recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem has
been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a
recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on
site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff from
upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide
secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers
overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless
no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction
sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or
wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable,
provide relocation of portable toilet behind silt fence or place on a gravel pad and surround
with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot
traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a
licensed sanitary waste hauler to remove leaking portable toilets and replace with properly
operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet
away from storm drain inlets, sediment basins, perimeter sediment controls and surface
waters unless it can be shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet
from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the
approved plan and any additional requirements. Soil stabilization is defined as vegetative,
physical or chemical coverage techniques that will restrain accelerated erosion on disturbed
soils for temporary or permanent control needs.
CONCRETE
WASHOUT
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
PLAN
1:1
SIDE SLOPE
(TYP.)
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
10'
10 MIL
PLASTIC
LINING
SECTION A -A
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75%
OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
MIN
B
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
10 MIL
PLASTIC LINING
1:1 SIDE SLOPE
(TYP.)
SECTION B-B
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
SOLID REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE HOLDING
CAPACITY WITH A MINIMUM 12 INCHES OF
FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO
BE CLEARY MARKED WITH SIGNAGE NOTING
DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state
solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition place
the mixer and associated materials on impervious barrier and within lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for review and
approval. If local standard details are not available, use one of the two types of temporary
concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections.
Stormwater accumulated within the washout may not be pumped into or discharged to the
storm drain system or receiving surface waters. Liquid waste must be pumped out and
removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be
shown that no other alternatives are reasonably available. At a minimum, install protection
of storm drain inlet(s) closest to the washout which could receive spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad
in front of the washout. Additional controls may be required by the approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits.
Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit overflow
events. Replace the tarp, sand bags or other temporary structural components when no
longer functional. When utilizing alternative or proprietary products, follow manufacturer's
instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an
approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by
removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label, which
lists directions for use, ingredients and first aid steps in case of accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or
where they may spill or leak into wells, stormwater drains, ground water or surface water. If
a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
REVISIONS/SUBMISSIONS
PRELIMINARY
R-SUBMITTAL TO NCDEQ
RE -SUBMITTAL TO NC DEQ
ADDED LOD
IMPACT PERMIT REVISION
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Drawing Title:
EROSION CONTROL DETAILS 3
File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Details-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
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2022-05-27
2022-08-02
2022-08-26
2022-12-20
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
business hours in accordance with the table
conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Record.
Self -inspections are required during normal
below. When adverse weather or site
personnel to be in jeopardy, the inspection
which it is safe to perform the inspection.
greater than 1.0 inch occurs outside
performed upon the commencement
were delayed shall be noted in the Inspection
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
(anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
and within 24
hours of a rain
event > 1.0 inch in
24 hours
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDCs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
i ica i isc aroutfallsi s c ,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
If the stream or wetland has increased visible sedimentation or a
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
1 Theo nh e of (installation of � (y
(6) Ground
stabilization
measures
After each phase
of grading
gr perimeter
1 JT�T�Jtp I TGI Clpl l -pl-17�11 1 TG CG 1 -C
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
III
AND REPORTING
deviation shall be kept on the site. The
the coverage under this permit.
shall be kept on site and available for
hours.
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date throughout
The following items pertaining to the E&SC plan
inspection at all times during normal business
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
Initial and date each E&SC measure on a copyof the
approved E&SC plan or complete, date and sign an
inspection report that lists each E&SC measure shown on
the approved E&SC plan. This documentation is required
upon the initial installation of the E&C measures or if the
E&SC measures are modified after initial installation.
Initial and date a copy of the approved E&SC plan or
(b) A phase of grading has been completed. Initial and
date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
complete, date and sign an inspection report to indicate
completion of the construction phase.
Initial and date a copy of the approved E&SC plan or
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
complete, date and sign an inspection report to indicate
compliance with approved ground cover specifications.
Complete, date and sign an inspection report.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Initial and date a copy of the approved E&SC plan or
(e) Corrective actions have been taken
to E&SC measures.
report to indicate the completion of the
corrective action.
complete, date and sign an inspection report to indicate
the completion of the corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request . [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
SELF
SECTION C: REPORTING
PART III
-INSPECTION, RECORDKEEPING AND REPORTING
be Reported
the following occurrences:
in a stream or wetland.
or more,
25 gallons but cannot be cleaned up within 24 hours,
on surface waters (regardless of volume), or
100 feet of surface waters (regardless of volume).
substances in excess of reportable quantities under Section 311
Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
or G.S. 143-215.85.
and unanticipated bypasses.
the conditions of this permit that may endanger health or the
and Other Requirements
aware of an occurrence that must be reported, he shall contact
regional office within the timeframes and in accordance with the
below. Occurrences outside normal business hours may also be
Environmental Emergency Center personnel at (800)
1. Occurrences that Must
Permittees shall report
(a) Visible sediment deposition
(b) Oil spills if:
• They are 25 gallons
• They are less than
• They cause sheen
• They are within
(c) Releases of hazardous
of the Clean Water
(Ref: 40 CFR 302.4)
(d) Anticipated bypasses
(e) Noncompliance with
environment.
2. Reporting Timeframes
After a permittee becomes
the appropriate Division
other requirements listed
reported to the Department's
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and release
of hazardous substances
per Item 1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill cr release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(1)(7)1
• Wilhin 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
NORTH CAROLINA
Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
REVISIONS/SUBMISSIONS
PRELIMINARY
R-SUBMITTAL TO NCDEQ
RE -SUBMITTAL TO NC DEQ
ADDED LOD
IMPACT PERMIT REVISION
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DOOR OF HOPE
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POLK COUNTY
Drawing Title:
EROSION CONTROL DETAILS 4
File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Details-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
SITE PLAN LEGEND
EXIST. BOUNDARY
EXIST. ADJOINER
EXIST. STREAM
EXIST. STREAM BUFFER
EXIST. WETLAND
✓
EXIST. FEMA NON —ENCROACHMENT
FEMA FLOOD HAZARD AREA (1%)
FEMA FLOOD HAZARfl AREA (0.2%)
EXIST. RIGHT OF WAY
EXIST. BUILDING SETBACK
L J EXIST. BUILDING
EXISTING SIDEWALK
EXISTING PAVEMENT
EXIST. CURB
NEW PROPERTY LINES
— — NEW RIGHT OF WAY
NEW EASEMENT
• — BUILDING SETBACK LINE
— NEW LANDSCAPE BUFFER
•
NEW COMMON OPEN SPACE
NEW BUILDING
NEW PAVEMENT
NEW HD PAVEMENT
NEW CONCRETE SIDEWALK
NEW GRAVEL
NEW CURB & GUTTER
NEW WALL (BY OTHERS)
0
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SCALE: 1 "= 200
DEVELOPMENT DATA
PROPERTY ADDRESS: 2595 PEA RIDGE ROAD
MILL SPRING, NC 28765
PIN NUMBER: P104-3 & P104-36
PROPERTY SIZE: 169 AC
ZONING REVIEW: POLK COUNTY
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: AGRICULTURAL RESIDENTI
PROPOSED NUMBER OF UNITS: 1 BUILDING
PROPOSED DENSITY: 1/169
PROPERTY OWNER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
DEVELOPER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: WYATT EDSEL, PE
ADDRESS: 17 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
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File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Base-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
GRADING AND STORMWA TER LEGEND
— EXIST. BOUNDARY
EXIST. ADJOINER
— EXIST. STREAM
EXIST. STREAM BUFFER
EXIST. WETLAND
EXIST. FEMA NON —ENCROACHMENT
FEMA FLOOD HAZARD AREA (1%)
FEMA FLOOD HAZARD AREA (0.2%
EXIST. RIGHT OF WAY
— EXIST. EASEMENT
— EXIST. BUILDING SETBACK
L J ▪ EXISTING BUILDING
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EXIST. CURB
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FIRE HYDRANT
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OVERHEAD UTILITIES
POWER POLE
UNDRGRND UTILITIES
STORM DRAIN
CURB INLET
JUNCTION BOX
DROP INLET
TELE MANHOLE
DROP INLET
TR AN FORM ER
0
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600
SCALE: 1 "= 200
DEVELOPMENT DATA
PROPERTY ADDRESS: 2595 PEA RIDGE ROAD
MILL SPRING, NC 28765
PIN NUMBER: P104-3 & P104-36
PROPERTY SIZE: 169 AC
ZONING REVIEW: POLK COUNTY
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: AGRICULTURAL RESIDENTI
PROPOSED NUMBER OF UNITS: 1 BUILDING
PROPOSED DENSITY: 1/169
PROPERTY OWNER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
DEVELOPER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: WYATT EDSEL, PE
ADDRESS: 17 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
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2022-06-08
2022-08-02
2022-08-26
2022-12-20
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NC DEQ ESC
RE -SUBMITTAL TO NC DEQ
RE -SUBMITTAL TO NC DEQ
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FINAL DRAWING - ISSUED FOR
CONSTRUCTION
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AS NOTED
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2022-12-20
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15 Arlington Street
Asheville, N.C. 28801
Phone: [phone]
Fax: [phone]
www.brooksea.com
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DOOR OF HOPE
MINISTRY CAMPUS
NORTH CAROLINA
POLK COUNTY
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OVERALL EC, GRADING, & STORMWATER PLAN
File Location: L:\2022 Projects\566722 Door of Hope_Phase 1\Dwg\Civil-Base-566722.dwg

DocuSign Envelope ID: C124D8E0-8F49-490B-8F31-7043EC7BCFA7
GRADING AND STORMWA TER LEGEND
EXIST. BOUNDARY
EXIST. ADJOINER
— EXIST. STREAM
EXIST. STREAM BUFFER
EXIST. WETLAND
EXIST. FEMA NON —ENCROACHMENT
FEMA FLOOD HAZARD AREA (1%)
FEMA FLOOD HAZARD AREA (0.2%
EXIST. RIGHT OF WAY
— EXIST. EASEMENT
— EXIST. BUILDING SETBACK
L J ▪ EXISTING BUILDING
E SS
E—W
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EXISTING PAVEMENT
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— EXIST. SEWER CLEAN OUT
EXIST. WATER LINE
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HYDJ EXIST.
WV[x] EXIST.
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PPCQ)EXIST.
E U EXIST.
E—ST EXIST.
® EXIST.
Q EXIST.
▪ EXIST.
Q EXIST.
❑� EXIST.
▪ EXIST.
FIRE HYDRANT
WATER VALVE
OVERHEAD UTILITIES
POWER POLE
UNDRGRND UTILITIES
STORM DRAIN
CURB INLET
JUNCTION BOX
DROP INLET
TELE MANHOLE
DROP INLET
TR AN FORM ER
0
50
100
PROPOSED CONSTRUCTION ENTRANCE (SEE DETAIL C-3.3) (TYP)
150
SCALE: 1 "= 50
DEVELOPMENT DATA
PROPERTY ADDRESS: 2595 PEA RIDGE ROAD
MILL SPRING, NC 28765
PIN NUMBER: P104-3 & P104-36
PROPERTY SIZE: 169 AC
ZONING REVIEW: POLK COUNTY
EROSION CONTROL REVIEW: NCDEQ
STORMWATER REVIEW: NCDEQ
ZONING CLASSIFICATION: AGRICULTURAL RESIDENTI
L
PROPOSED NUMBER OF UNITS: 1 BUILDING
PROPOSED DENSITY: 1/169
PROPERTY OWNER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
DEVELOPER: DOOR OF HOPE MINISTRY
CONTACT: DAVID STOLTZFUS
ADDRESS: 1710 LYNN ROAD
COLUMBUS NC 28722
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: WYATT EDSEL, PE
ADDRESS: 17 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
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