SAW-2013000210 NWP3 Verification 29August2023

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW- 2013-00210 County Haywood
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Town of Maggie Valley/ Attn: Mike Mehaffey
Address: 3987 Soco Road
Maggie Valley, NC 28715
Telephone/Email: [phone] /mmehaffey(a)maggievalleync.gov
Size (acres): 5 ac. Nearest Town: Maggie Valley
Nearest Waterway: Jonathans Creek Coordinates: 35.598509,-83.006175
River Basin/HUC: Richland Creek-Piaeon River/ 0601010602
Location description: The proiect site is located on a tract of land (PIN 8609-96-4882) known as Town of Maggie Valley
Wastewater Treatment Plant at 5320 Jonathan Creek Road in Maggie Valley, Haywood County, North Carolina.
Description of projects area and activity: This permit verification authorizes 197 linear feet (0.039 ac) of permanent
stream impacts to Jonathan Creek associated with maintance to existing bank stabilization. 29.59 Linear feet (0.017
acre) of temporary stream impacts for the installation of coffer dams and construction access, and 167.70 linear feet
(0.097 ac) of temporary stream impact for dewatering. Instream work shall not be concudcted during Trout
Moritorium (October 15 — April 15).
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 3
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions, above noted special conditions, and your submitted application and attached information dated
July 21, 2023. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is
modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization
is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies
with all requirements of the modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is
suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide/regional permit, activities which have commenced (i.e_, are under construction) or are under contract to commence
in reliance upon the nationwide/regional permit, will remain authorized provided the activity is completed within twelve months
of the date of the nationwide/regional permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification.
You should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act
(LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management at [phone]_
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required
Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the
Permit, or the Corps of Engineers regulatory program, please contact Mitchell Anderson at 828-271-7980, ext. 4231 or
Mitchell.l.anderson@ usace. army.mil.
Corps Regulatory Official: Date: August 29, 2023
Mitchell Anderson
Expiration Date of Verification: March 14, 2026
CF: WithersRavenel, Rick Trone, [e-mail]

Action ID Number: 2013-00210 County: Haywood
Permittee: Town of Maggie Valley/ Attn: Mike Mehaffey
Project Name: Town of Maggie Valley WWTP Levee Repair
Date Verification Issued: August 29, 2023
Project Manager: Mitchell Anderson
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.: Mitchell Anderson
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete our Customer Satisfaction Survey, located online at
https://regulator .00ps.usace.gM.miVcustomer-service-survey/

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IMPACT LEGEND-
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TEMPORARY STREAM IMPACT
a—
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PERMANENT STREAM IMPACT ! — 0 IMPACTS5
o PERMANENT STREAM IMPACT
BANK STABILIZATION
I 0.024 AC (1059.59 SF); 102 LF
IMPACTS2 II "0 I I
/ TEMPORARY STREAM IMPACT �1
TEMPORARY CONSTRUCTION NORTHERN COFFERDAM I I1 I LOD
0.008 AC (364.46 SF); 12.16 LF
• I r
I M PACT S6
w I PERMANENT STREAM IMPACT
RIP RAP FILL
IMPACT S1 I Z 0.015 AC (671.32 SF); 95 LF
TEMPORARY STREAM IMPACT O o
/ TEMPORARY CONSTRUCTION ACCESS Q
0.087 AC (3781.70 SF); 167.70 LF I '
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I IMPACT S4
/ I• TEMPORARY STREAM IMPACT
/ I I TEMPORARY CONSTRUCTION ACCESS RAMP
IMPACTS30.003 AC (133.37 SF); 8.64 LF
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TEMPORARY STREAM IMPACT I III
TEMPORARY CONSTRUCTION SOUTHERN COFFERDAM
O�L�� 0.006 AC (247.96 SF); 8.79 LF 7 • HANK AARON ROSS
REBECCA DUNCAN ROSS
' xx OVERALL STREAM IMPACT SUMMARY < DB 1006, PG 166 CAB D, PG 883
IMPACT SPECIFICATION TEMPORARYSTREAMIMPACT PERMANENT STREAM IMPACT ` ( i�� PIN: 8609-95-0540
g (NO FUNCTIONAL LOSS) I EXISTING 54" CMP
(LF) (SF) (AC) (LF) (SF) (AC) INV:2489.32'
TEMPORARY CONSTRUCTION ` TOP:2493.09'
S1 ACCESS 167.70 3781.70 0.087 'o !
TEMPORARY CONSTRUCTION
S2 12.16 364.46 0.008 N
NORTHERN COFFERDAM Iooy =�
TEMPORARY CONSTRUCTION w
$79 24796 0.006 EXISTING S3
SOUTHERN COFFERDAM � / ` 7 INV: 2489.59' P
TEMPORARY CONSTRUCTION
�L / s
S4 ACCESS RAMP 8.64 133.37 0.003 - - - Q> �' / � zoos o 15 30
S5 BANK STABILIZATION - - - 102.00 1059.59 0.024 %
S6 RIP RAP FILL - - 95.00 671.32 0.015 / v i %' SCALE: 1 inch = 30 ft.
Total 197.29 4527.49 0.104 1 197.00 1730.91 0.040
No. Revision Date B Designer Scale
KFw AINOTFD MAGGIE VALLEY WWTP 1/ Wlt ersRavene Sh-N�
Drawn By Date STREAM IMPACT MAP 1�
KFw 7!z1!zoz3 Engineers I Planners I Surveyors L
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Checked By Job No. LEVEE REPAIR 115 MacKenan Drive I Cary. NC 27511
SJM 08221122.0 Town of Maggie Valley Haywood County North Carolina t. 919.469.33401 license#: F-1479 I www.withersravenel.com

D—Sign EnwiDpe ID, 42E3ADC&F2FDA433�E454-F5028aCA57D
CONSTRUCTION PLANS
MAGGIE VALLEY WWTP
LEVEE REPAIR
5320 JONATHAN CREEK ROADI, WAYNESVILLE, NC I HAYWOOD
June 02, 2023
SITE
GRAPHIC SCALE
LOCATION MAP p `
CONTACT LIST:
ENGINEER OF RECORD
TOWN OF MAGGIE
Stephen J. Marks, PE, CFM
VALLEY
WithersRavenel
Mike Mehaffey
919 535-S200
Director of Public Works
[e-mail]
828-926-0866, ext. 102
[e-mail]
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VICINITY MAP P
PREPARED BY:
WithersRavenel
Oil115
M.Kenan Drive I Cary, NC 27511
License #: F-1479 It 919.469.33401 www.withersravenelcom
OWNER:
TOWN OF MAGGIE
VALLEY
3987 SOCO ROAD, MAGGIE VALLEY. NC 28751
PHONE #: [phone], E T- 102
ATTENTION: MIKE MEHAFFEY
INDEX OF SHEETS
NUMBER
TITLE
C0.0
COVER
C0.1
NOTES
C1.0
EXISTING CONDITIONS
C2.0
PROPOSED WORK AREA
C2.1
PLAN and PROFILE
C3.0
DFTAI LS
C4.0
LANDSCAPE PLAN
C5.0
E&SC PLAN
C5.1
E&SC DETAILS
C5.2
E&SC DETAILS
X-1
CROSS SECTIONS
SURVEY BENCHMARK
BENCHMARK IS LOCAL TO SITE.
SEE SHEET C1.0 FOR BENCHMARK INFORMATION.
VERTICAL DATUM BASED ON NAVD 88.
CONSTRUCTION PLANS
AGGI
MIE VALLEY LEVEE REPAIR
M NO.08MUM
Town of M_. Valley: PROJECT#
06/02/2023

DESCRIPTION
MINOR CONTOUR INTERVAL
MAJOR CONTOUR INTERVAL
SPOT ELEVATION
PROPERTY LINE
RIGHT-OF-WAY
EASEMENT
CENTERLINE
EDGE OF PAVEMENT
TRAIL
DIRT OR GRAVEL DRIVE
DIRT OR GRAVEL ROAD
STORM DRAINAGE
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
TELEPHONE PEDESTAL
OVERHEAD TELEPHONE
OVERHEAD UTILITY
CABLE TELEVISION (CATV)
CATV PEDESTAL
UTILITY POLE
LIGHT POLE
WATER LINE
12" WATER LINE
18" RAW WATER
WATER VALVE
FIRE HYDRANT
WATER SERVICE
GRAVITY SANITARY SEWER
SEWER SERVICE
MANHOLE
FORCE MAIN
SWALE
BUILDING OR STRUCTURE
FENCING STRUCTURE
SIGN
WOODSLINE
WATERWAYS/BODIES OF WATER
DIRECTION OF FLOW
LIMIT OF DISTURBANCE
TREE PROTECTION FENCE
SILT FENCE
REINFORCED SILT FENCE OUTLET
TEMPORARY INLET PROTECTION
TEMPORARY PIPE INLET PROTECTION
WETLANDS
GRAVEL
RIP -RAP
CONCRETE
LEGEND
EXISTING
PROPOSED
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GENERAL NOTES:
1. EXISTING 8ITE CONDITIONS: THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES AS TO THE EXISTING SITE CONDITIONS
PRIOR TO BIDDING THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A WORKABLE SITE
CONDITION DURING THE EXECUTION OF THIS CONTRACT, THE CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS
UTILIZING PHOTOGRAPHIC AND/OR VIDEOGRAPHIC MEANS, AND SHALL FURNISH THE OWNER WITH SUCH DOCUMENTATION
ON SUITABLE MEDIA (DVD, USB DRIVE, ETOI, AND SHALL BE RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO
ORIGINAL DR SATISFACTORY CONDITIONS AS APPROVED BY THE OWNER REASONABLE CARE SHALL BETAKEN DURING
CONSTRUCTION TO AVOID DAMAGE TO VEGETATION. ORNAMENTAL SHRUBBERY AND TREE BRANCHES SHALL BE
TEMPORARILY TIED BACK, WHERE APPROPRIATE, TO MINIMIZE DAMAGE. TREES THAT RECEIVE DAMAGE TO TREE
BRANCHES SHALL BE TRIMMED OF THOSE BRANCHES TO IMPROVETHE APPEARANCE OF THE TREE. TREETRUNKS
RECEIVING DAMAGE FROM EQUIPMENT SHALL BE TREATED WITH A TREE DRESSING. TAKE PROPER PRECAUTIONS NOT TO
DISTURB EXISTING PROPERTY CORNERS. IF NECESSARY, CONTRACTOR TO BE RESPONSIBLE FOR HIRINGA REGISTERED
LAND SURVEYOR TO COMPLETE THIS WORK, TO REMOVE AND RESET PROPERTY IRONS.
2. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATIONS WILL BE MAINTAINED: 18 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER (INCLUDING FORCE MAIN) AND WATER MAIN, AND 10 FEET HORIZONTAL
SEPARATION BETWEEN SANITARY SEWER (INCLUDING FORCE MAIN) AND WATER MAINS. IF THESE SEPARATIONS CANNOT
BE MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND ALONG ENTIRE LENGTH OF
LINE LESS THAN 10 HORIZONTAL FEET OR 13 INCHES VERTICAL SEPARATION FROM WATER MAINS. THE CONTRACTOR
SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT WILL BE MADE AT THE DUCTILE IRON
PRICES.
3. SEDIMENTATION AND EROSION CONTROL: THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INCORPORATING
CONSERVATION PROCEDURES NECESSARY TO COMPLY WITH THIS ACT IN MINIMIZING EROSION AND SEDIMENT POLLUTION
ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT AS SHOWN AND AS DIRECTED BY THE ENGINEER.
4. MATERIALS, TOOLS, TESTING: THE CONTRACTOR SHALL FURNISH ALL THE NECESSARY MATERIALS, APPARATUS, TOOLS,
MACHINERY, AND LABOR. MATERIALS AND APPARATUS SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KINDS, AND
SHALL BE SUBJECT TO SUCH STANDARD TESTS AS THE OWNER MAY SELECT IN DETERMINING THE FITNESS AND
DURABILITY OF THE MATERIALS AND APPARATUS TO BE FURNISHED. THE TOOLS AND MACHINERY SHALL BE SUITABLE
FOR THE PURPOSE INTENDED, AND IN GOOD WORKING ORDER WITH NO OIL, COOLANT OR HYDRAULIC FLUID LEAKS. ALL
LABOR SHALL BE PERFORMED IN AN EXPEDITIOUS, THOROUGH, WORKMANLIKE MANNER: ALL IN ACCORDANCE WITH
THESE SPECIFICATIONS, THE ACCOMPANYING DRAWINGS, AND SUBJECT TO THE APPROVAL OF THE OWNER.
5. DEFECTIVE MATERIALS: SHOULD ANY OF THE MATERIALS, WHEN DELIVERED UPON THE LOCATIONS OF THE WORK,13E
FOUND DEFECTIVE OR NOT IN ACCORDANCE WITH THESE SPECIFICATIONS OR ACCOMPANYING DRAWINGS, THEY SHALL
BE IMMEDIATELY REPLACED BY THE CONTRACTOR, OTHERWISE THE OWNER OR ENGINEER MAY CAUSE THE SAME TO BE
REMOVED AT THE CONTRACTOR'S EXPENSE.
6. CHANGESTO ACCOMMODATE MATERIALS AND EQUIPMENT TO BE PROVIDED: THE CONTRACTOR SHALL PROVIDE
MATERIALS AND EQUIPMENTTO FIT AND. BE CAPABLE OF USE AND/OR OPERATION WITHIN THE STRUCTURE DIMENSIONS
SHOWN. IF MATERIALS AND EQUIPMENT PROVIDED BY THE CONTRACTOR REQUIRE CHANGES IN HIS WORK, THE
CONTRACTOR SHALL MAKE THE REQUIRED CHANGES AT HIS EXPENSE AND SHALL BE RESPONSIBLE FOR ALL ADDITIONAL
EXPENSE OF THE ENGINEER INCURRED BY THE OWNER AT ACCOMMODATE THE CHANGES.
7. SUBSURFACE INVESTIGATION AND GEOTECHNICAL REPORT: THE CONTRACTOR SHALL FAMILIARIZE HIMSELF AS TO THE
EXISTING SITE CONDITIONS PRIOR TO BIDDING THE PROJECT, NO SUBSURFACE INVESTIGATION OR GEOTECHNICAL
REPORT IS PROVIDED.
8, OSHA: CONTRACTOR SHALL COMPLY WITH CURRENT OSHA REGULATIONS.
9. INSTALLATION: THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSTOTHE CONSTRUCTION SITE DURING
INSTALLATION. ALL WORK ASSOCIATED WITH PROVIDING ACCESS SHALL ALSO INCLUDE ANY ASSOCIATED ELECTRICAL
COSTS, FENCE INSTALLATION, NECESSARY FILL MATERIAL, DRIVEWAY CULVERTS, NECESSARY SILT FENCING, AND ALL
FINAL GRADING AND SEEDING ON THE SITE UNLESS OTHERWISE NOTED.
10. TEMPORARY UTILITIES: CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY UTILITIES NECESSARY
TO PERFORM THE CONSTRUCTION.
NOTES:
• THE CONTRACTOR SHALL TEMPORARILY MOVE UNDERGROUND UTILITIES WHEN THE UTILITY CAN BE MOVED OUT OF THE
WAY OF ACTIVE CONSTRUCTION ACTIVITY WITHOUT DAMAGING THE UTILITY. WHERE THIS CANNOT BE ACCOMPLISHED,
THE CONTRACTOR SHALL NOTIFY THE TOWN ENGINEER IMMEDIATELY AND SHALL WORK WITH THE OWNER AND THE
AFFECTED UTILITY COMPANY TO DEVELOP A PLAN OF ACTION. WHERE ADDITIONAL WORK IS REQUIRED BY THE
CONTRACTOR, THE CONTRACTOR SHALL SUBMIT A CHANGE ORDER FOR APPROVAL BY THE OWNER PRIOR TO
COMMENCING CORRECTIVE ACTIONS.
• THIS DOES NOT RELIEVE THE CONTRACTOR FROM LIABILITY RELATED TO DAMAGED UTILITIES OR INTERRUPTION OF
SERVICE AS WRITTEN IN BELOW, AND IN THE CONTRACT DOCUMENTS.
11, COMPACTION OF TRENCHES: ALL TRENCHES SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY IN
TOWN AND NCDOT RIGHTS OF WAY TO WITHIN 12' OF FINISHED GRADE. DENSITY TESTS SHALL BE PAID FOR BY THE
CONTRACTOR. ALL TRENCHES FOR ROAD CUTS WILL BE COMPACTED BY MECHANICAL MEANS,
12. SEEDING AND MULCHING: PAYMENT FOR SEEDING AND MULCHING THE AREAS DISTURBED WRING CONSTRUCTION SHALL
BE INCLUDED IN THE PRICE ESTABLISHED IN THE BID.
13. DRIVEWAY REPLACEMENT: THE CONTRACTOR WILL BE REQUIRED TO REPLACE ANY EXISTING GRAVEL, CONCRETE,
ASPHALT OR PAVERS THAT HAVE TO BE REMOVED AND REPAIR THESE SECTIONS TO ORIGINAL OR BETTER CONDITION.
14. SUBMITTALS: THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL SHOP DRAWINGS AND SUBMITTALS FROM
THE ENGINEER PRIOR TO BEGINNING ANY INSTALLATION WORK.
15. SHOPDRAWINGS: SHOP DRAWINGS SHALLBE SUBMITTED FOR ALL PRECAST STRUCTURES, METAL CASTINGS INCLUDING
HATCHES, MANHOLE RINGS AND COVERS, VALVE BOXES, AND CATCH BASIN FRAMES AND GRATES; ROLLED EROSION
CONTROL PRODUCTS, AND GEOTEXTILES. MANUFACTURERS CERTIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER
CERTIFYING THATALL PUMPS AND PIPE MEETS THE PROJECT SPECIFICATIONS. CONCRETE MIX DESIGNS, THE DETAIL
SPECIFICATIONS AND BITUMINOUS CONCRETE PLANT MIX DESIGNS OF THE DETAIL SPECIFICATIONS SHALL BE SUBMITTED
TO THE ENGINEER FOR APPROVAL. NONE OF THE ABOVE LISTED MATERIALS SHALL BE USED ON THE PROJECTS UNLESS
THE ENGINEER HAS GIVEN THE NECESSARY APPROVAL FOR THAT PARTICULAR MATERIAL. THE CONTRACTOR SHALL
SUBMIT ALL SHOP DRAWINGS,CERTIFICATIONS, AND MIX DESIGNS REQUIRED WITHIN THIS CONTRACT.
16, AS -BUILT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE: THE CONTRACTOR SHALL MAINTAIN, IN READABLE
CONDITION AT THE JOB SITE, ONE COMPLETE SET OF WORKING DRAWINGS AND SPECIFICATION FOR THE WORK,
INCLUDING ALL SHOP DRAWINGS. SUCH DRAWINGS AND SPECIFICATIONS SHALL BE AVAILABLE FOR USE BY THE OWNER
OR ITS REPRESENTATIVE ATALL TIMES. THIS SET SHALL BE MARKED, OR NCTES ACCEPTABLE TO THE ENGINEER
PROVIDED, IN ORDER TO REFLECT AS -BUILT CONDITIONS. THE CHANGES INDICATING SUCH CONDITIONS SHALL BE KEPT
CURRENTAT ALL TIMES. UPON COMPLETION OF THE PROJECT, THIS CCNPLETE SET OF DRAWINGS AND SPECIFICATIONS,
SHOWING AB -BUILT CONDITIONS, SHALL BE RETURNED TO THE OWNER DR HIS REPRESENTATIVE,
17. SELECTBACKFILL EXCAVATED ROCK DRAW OTHER UNSUITABLE MATERIAL SHALL NOT BE USED AS BACKFILL MATERIAL
EXCEPT AS APPROVED IN WRITING BY ENGNEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SUITABLE
MATERIAL FOR BACKFILLING IN AREAS WHERE ROCK OR OTHER UNSUITABLE MATERIAL IS REMOVED FROM THE PROJECT
AND SHALL BE PAID AT THE UNIT PRICE ESTABLISHED IN THE BIDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REMOVING ALL ROCK AND OTHER MATERIAL DEEMED UNSUITABLE FOR BACKFILL FROM THE PROJECT SITE AND
PROPERLY DISPOSED OF. OVER EXCAVATION TO REMOVE UNSUITABLE MATERIAL SHALL BE CONSIDERED IN THE PRICE
OF THE WORK AS BID AND INCLUDED IN THE LUMP SUM BID PRICE.
18. LOCATION OF UTILITIES: SUCH INFORMATION AS IS INCLUDED IN THE DRAWINGS AND SPECIFICATIONS RELATIVE TO THE
IDENTIFY AND LOCATION OF EXISTING UNDERGROUND UTILITY FACILITIES IS THE BEST INFORMATION PRESENTLY
AVAILABLE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THEIR LOCATION OR THAT ALL
UTILITIES ARE SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING UTILITIES IN THE WORK AREA.
EXISTING UTILITIES AND OBSTRUCTIONS THAT WILL BE ENCOUNTERED DURING CONSTRUCTION SHALL BE LOCATED AND
THEIR ELEVATIONS DETERMINED IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL CONTACT NC 811, THE
POWER COMPANY, GAS COMPANY, AND TELECOMMUNICATION COMPANIES FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING THE RELOCATION OF ANY POWER POLES OR OTHER EXISTING UTILITIES WITH THE ELECTRICAL AND/OR
TELEPHONE COMPANY PRIOR TO THE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATINGAJND PROTECTING ALL EXISTING WATER MAINS AND SERVICE CONNECTIONS DURING CONSTRUCTION. ANY
DAMAGE, WHICH OCCURS AS A RESULT OF THE CONSTRUCTION, SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
OWNER. IN THE EVENT OF A TEMPORARY SERVICE INTERRUPTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND BEGIN REPAIRS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNER TO ACCURATELY
DETERMINE THE LOCATION OF EXISTING WATER MAINS AND SEWER LINES WITHIN THE PROJECT AREA. TFE CONTRACTOR
SHALL TAKE ADDITIONAL CAUTION IN EXCAVATING AROUND THE SERVICE LINES AND MAINS WHILE WORKING WITHIN THIS
PROJECT. ANY DAMAGE TO THE MAINS OR SERVICE LINES SHALL BE THE RESPONSIBILITY TO THE CONTRACTOR.
SUPPLEMENTAL NOTES:
1. CONTRACTOR TO HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT APPROVALS AND
EASEMENTS ON JOB SITE AT ALL TIMES (SEE GENERAL NOTE 17).
2. ALL SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY ENGINEER BEFORE EQUIPMENT OR MATERIAL IS ORDERED.
THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY COSTS INCURRED DUE TO THE ORDERING OR
MANUFACTURING OF UNAPPROVED MATERIALS OR PRODUCTS.
3. ALL KNOWN EXISTING UTILITIES HAVE BEEN LOCATED BASED ON BEST AVAILABLE INFORMATION. THE CONTRACTOR IS
RESPONSIBLE TO ACCURATELY LOCATE, BOTH HORIZONTALLY AND VERTICALLY, ALL EXISTING UTILITIES PRIOR TO START
OF CONSTRUCTION. ALL COSTS ASSOCIATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN EXISTING UTWTIES RESULTING
FROM CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES DURING CONSTRUCTION TO BE BORNE
SOLELY BY CONTRACTOR.
4. THE CONTRACTOR SHALL CONTACT NC811(811 OR 1-800-6324949)AND THE FOLLOWING PRIOR TO MOBILIZATION FOR
LOCATION OF THE FOLLOWING KNOWN UNDERGROUND UTILITIES IN THE PROJECT AREA:
• POWER
• TELECOMMUNICATION (TELEPHONE/CABLE WRIER OPTIC)
GAS
• WATER
• SEWER
• OTHER/UNKNOWN
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE PROVISIONS OF THE
MUTCD (MOST CURRENT EDITION).
6. CONTRACTOR TO SAVE PROPERTY IRONS,MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND
CONSTRUCTION STAKES. A REGISTERED LAND SURVEYOR AT CONTRACTOR'S EXPENSE TO REPLACE PROPERTY IRONS,
MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY CONTRACTOR.
7. CONTRACTOR TO FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT
SHOWN ON PLANS TO PROTECT ADJACENT DITCHES, CANALS, ROADWAYS, ETC. FROM SILT AND EROSION.
B. CONTRACTOR TO RELOCATE EXISTING UTILITIES AS REQUIRED FOR INSTALLATION OF NEW WORK. THERE WILL BE NO
ADDITIONAL OR SEPARATE PA`" ITEM FOR THIS WORK UNLESS SPECIFICALLY CALLED OUT IN BID FORM. RELOCATIONS OF
EXISTING UTILITIES MUST BE COORDINATED WITH AFFECTED UTILITY COMPANY.
9. CONTRACTOR SHALL PROTECT EXISTING UTILITIES IN CLOSE PROXIMITY TO THE NEW WORK WHICH ARE NOT REQUIRED
TO BE RELOCATED. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THIS WORK UNLESS SPECIFICALLY
CALLED OUT ON THE BID FORM. THE CONTRACTOR SHALL COORDINATE SUCH WORK WITH THE OWNER(S) OF THE
AFFECTED UTILITIES.
10. CONTRACTOR TO RESTOREIREPLACE ALL SIGNS, MAILBOXES, ETC, ENCOUNTERED DURING CONSTRUCTION TO ORIGINAL
CONDITION.
11. CONTRACTOR SHALL MAINTAIN ACCESS TO PROPERTY AT ALL TIMES.
12. CONTRACTOR TO RESTORE ALL DISTURBED AREAS TO EXISTING GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
13. ROADWAY DITCHES DISTURBED DURING CONSTRUCTION TO BE RESTORED TO PRE -CONSTRUCTION CONDITION OR
BETTER.
14. ALL DISTURBED AREAS SHALL BE PREPPED AND RESEEDED IN ACCORDANCE THE SPECIFICATIONS.
15. EXCAVATED MATERIAL TO BE PLACED WITHIN LIMITS OF DISTURBANCE DURING UTILITY INSTALLATION. CONTRACTOR TO
PROVIDE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN-OFF. EXCESS EXCAVATED
MATERIAL TO BE REMOVED FROM CONSTRUCTION SITE AND DISPOSED OF LEGALLY,
16, EASEMENTS ACROSS SLOPED AREAS TO BE GRADED UNIFORMLY ACROSS SLOPE AT NO STEEPER THAN 5:I HORIZONTAL
TO VERTICAL RATIO EXCEPT WHERE INDICATED IN THE DRAWINGS,
17. POSITIVE DRAINAGE TO BE PROVIDED FOR ALL AREAS THROUGHOUT CONSTRUCTION.
EROSION CONTROL NOTES:
1. SEE SHEETS C5.0 FOR EROSION CONTROL PLAN AND AREA SPECIFIC NOTES.
2. ALL DISTURBED AREAS SHALL BE PREPARED AND SEEDED IN ACCORDANCE WITH SPECIFICATIONS AND SEEDING
SCHEDULED ON SHEET 4 0.
3. SEE SHEETS 5,1 AND 5.2 FOR EROSION CONTROL DETAILS.
4. LIMITS OF CONSTRUCTIONLIMRS OF DISTURBANCE=
31639 SF 0.73 ACRES
5. ANY AREA DISTURBANCES BY CONTRACTOR NOT SHOWN ON THE CONSTRUCTION DRAWINGS ARE TO BE PERMITTED
THROUGH THE APPROPRIATE PERMITTING AGENCY.
6. PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT
CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICE OR STRUCTURE.
7. PROVIDE A ROLLED EROSION CONTROL PRODUCT(RECP) TO STABILIZE DISTURBED DITCHES IF ANY SIGNS OF SCOURING
ARE EVIDENT EVEN IF NO RECP HAS BEEN SHOWN ON THE CONSTRUCTION DRAWINGS.
8. NO STOCK OR WASTE PILES ARE ALLOWED WITHIN 500F STREAMS OR DRAINAGE STRUCTURES, UNLESS INDICATED AND
PROTECTED ON THE APPROVED EROSION CONTROL PLAN (SEE SHEET C5.0).
9. WHERE DEWATERING OF TRENCHES, PITS, AND OTHER EXCAVATIONS BECOMES NECESSARY THE DISCHARGE MUST BE
DIVERTED TO A SEDIMENT FILTER BAG BEFORE BEING DISCHARGED TO THE GROUND.
10. ADEQUATE EROSION CONTROL MEASURES MUST BE INSTALLED, MAINTAINED, AND ADJUSTED AS NEEDED DURING THE
DEMOLITION OR CLEARING AND GRUBBING PHASES AS WELL AS THROUGHOUT THE LIFE OF THE PROJECT AND UNTIL
PERMANENT VEGETATION IS ESTABLISHED.
11. NO FUELING OR FUEL STORAGE SHALL BE CONDUCTED'MTHIN 50 FEET OF THE STREAM BANK. SPILL CLEAN-UP BOOMS
SHALL BE READILYAVAILABLE ON SITE FOR EMERGENCY USE IN THE EVENT OF A SPILL.
SELF INSPECTION:
NOTIFICATION OF THE DIVISION OF ENERGY, MINING AND LAND RESOURCES (DEMUR) SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THEAPPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE
WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES- THE FOCUS OF
THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN, THE INSPECTIONS MUST BE CONDUCTED AFTEREACH PHASE OF THE
PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND
15A NCAC 4B.0131.
THE SELF -INSPECTION REPORT FORM IS AVAILABLE FROM:
https:fk xw.deq.nc.gov/abmVdivisions/energy-minemland-land-resaurceslemsion-and-s diment-mntrol/emion nd-sediments ntfol-forms
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE ASHEVILLE REGIONAL OFFICE OF DEMLR AT
[phone].
GROUND STABILIZATION CHART
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER(HQW) ZONES
7DAYS
NONE
SLOPES STEEPER THAN 1-1
7DAYS
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 NOUN LENGTH,
ALL OTHER AREAS WITH SLOPES
FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.
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-JOB NUMBER 0832ITm-
DRNiUGN:KEWIBGB CKD:SJM
NOTES

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;-
' 1 DEBRIS PILES
B IDLE Looms _ � � I
i
WRCONTROL NAIL it4
N: 696.030.90
It
E: B09,162.33 I
15.00' NAVD88 ELEV:2,497.29'
FEL
I I I
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8
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/,1 g
TOWN OF MAGGIE VALLEY
DB 379. PG 55
PIN: 8609-96-4881
fHAIN-LINK FENCF
—_�-- —
CH
� I
ANNUAL /
CHANCE FLOOD
PER FIRM / 1
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/ `REGULATOR,
FLOODWAV PER
FIRM 370086 (XU
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/ STREAM CENTERLINE //
r REGULATORVJ
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RM 37OJ3 . FlRM 609001 /
30'ACCESSS UTILITY EASEMENT /
DB 379 PG 55/
15.07
o �4
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WR CONTROL REBAR#1
LO ALIZED
M 696,207.82
E:809.30.62
NAVD88 ELEV:2,496.35'
�158/SCL —
30' ACCESS & UTILITYEASEMENT
�G E7 DB 379 PG 55
\WRCONTROLNAIL#5
I \ M 696,596.96
1 A,414.84 NVDAVDELEV:2,501.41'
I / -
I
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WR CO ROL NAIL#3
LOCALIZED
N: 696,50].28
E: 809,410.37
NAVD88 ELEV:2,495.88'
I I /rg
'aaN
IH $s
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HANK AARON ROSS
REBECCA DUNCAN ROSS
DB 1006, PG 166
CAB D, PG 883
'..� PIN: 8609-95-0540
54. CMP
INV,2493.09': 2489.32To
INVy1\ 54"CMP
INV: 2489.59'
WR CONTROL REBAR#2
NAD63(2011)
GRID GROUND POINT
N: 696.375.23
E 809,358.31
NAVD88 ELEV.2,495.87'
CGF:0.999775911
CHA
REBAR/CAP / \
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IN. LPWV DATE'. 06/02/2023
REVISIONS.
I. [1 GEC 09�2`L2200
I OHJ U(. M1: rceev e(. L' � D: S1M
EXISTING
CONDITIONS
61.0

1 TOWN 01 MAGGIE VALLEY
/^\ D8 379, PG 55
PIN: 8609-98-4881
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REVISIONS.
WRJOBNDMER 082211220D
DRN/DGN: KEW/BG8 CKD: SIM
PROPOSED WORK
AREA
C2.0

O—S,, E—bp,
TOWN OF
DB 3'
PIN: 86
�M1Od�'��i0ovrt— mvl���:oov
MAGGIE VALLEY WWTP LEVEE REPAIR PLAN VIEW
STREAM PROFILE
�8r^`
PROFILE VIEW
GRAPHICSCALE
1" - 20' HOR2.
V=2' VERT.
0 20 40
��oFEss/O�
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INITIAL PWN DATE:06/02/2023
REVISIONS.
—JOBNUMBER 0822112200
DRNiDGN: KE-BGB CKD: SJM
PLAN AND PROFILE
C2.1

D—S,, Evebr
� 1:10R FLATTER
HEADERBOULDER,
2'x 3'x 4'(TYP.)
12" VEGETATED SOIL LIFTS SET HEADER BOULDER BACK A
\ MINIMUM OF 6" BANKFULL BENCH
STREAM
CROSS-SECTION
AA /.
i
DIRECTION OF FLOW
CLASS B RIP RAP
CHANNEL INVERT
FOOTER BOULDER,
B'(miD) 2'x Tx 4'(TYP.)
ram ---I
FILTER FABRIC, TYP.
SECTION B-B
HEADER BOULDER,
2' x Tx 4' (TYP.) 7 B STAGGER BOULDERS
/ 2'(±)OFFSET (TYP.)
j FLOW
FOOTER BOULDER,
2' x Tx 4' (TYP.) J, FILTER FABRIC, TYP.
ELEVATION A BACKFILL MATERIAL
BOULDERTOE
MOTTO RULE lilly
FLOW
PLAN VIEW
TRENCH IN
MATTING AND
ANCHOR
SLOUGH
BOTTOM
NOTE:
N AREAS TO BE MATTED, ALL SEEDNG, SOL
AMENDMENTS. AND SOIL PREPARATION MUST BE
COMPLETED NACCORDANCE WITH THE PROJECT
SPECFFATIO%,AND PL,WTING NOTES PROEM
PLACEMENT.
B MIN
POOL
RIFFLE
`_
L•\
ANCHORBON
/ S'CENTERB
RIFFLE
P00L
COIR FIBER MATTING INSTALLED PER MANUFACTURERS
RF=.E
-�
SPECffICATONS WTH BARE
ROOT PLANTINGS. PERMANENT
AND TEMPORARY SEEDING PER PLANS AND SPECIFICATIONS.
RIFFLE
(TYPICALBOTHSIDES)
PLAN
ONE COIR FIE R MATTING ROLL
WIDTH OENTEREDAT TIDE OF
`SLOPE
MINIMUM ROLL WIDTH=120'
BARE ROOT. TYP.
WOODEN ANCINBR9
@ON3CFNM 1,,.w., TYP)
COIR HBHi
MATTING
1S' P)
BACNPLL
r G OODPIAINffXISTING
/ GAWNO
COIR FIBER
MATING
E%ISTING GRACE
WOODEN ANCHORS
ON TCENTERS(e.w., WE)
SLOUGH SIDE SLOPE PROPOSED GRADE
®WOODEN
ANCHOR \
TRENCH IN MATING T MIN.
EXTENDMATTNGTO
NORMALWATER
PLACED AT
TOE OF SLOPE
SURFACE ELEVATION
S' MIN
ANCHORS ON I'
\
CENTERS IN
TRENCH
MATTING SHALL BE
_
PLACED IN TRBJCF
AND DACKFILLEO
TYPICAL SLOUGH CROSS SECTION
COIR FIBER MATTING r6*\
NOT TD SCALE
SECTIONA_A
RENCHINTOP
UYEROF MIR
MARING
TAKE FACING—.RMATTING SEMI.OYERIAPMATTINGB'MINSEMI.OYERLAPAMTTINGCMIN
FB CDR FIBER
MATTI
a.]5'o.c: MAN. I SS'u.o,(MAKI
uFr mPJ
DFrNYPI 'tip l 'yi I '�i 11 '� 1 '� 1
i LLELFVATIOX
ROFILEONPLAN� I '
sIeETR II 1' I"') I � � 1�(I
't2"
'
24'
NOTE: NO METAL STAKES PERMITTED,
WOODEN ANCHOR DETAI
NOTTOSCALE
aTRBW FLy
PLANVIEW
Try
r�r���_j�j_rr_r�r_j�j_�rr
rjlrlrr
VEGETATED SOIL LIFT
NOT TO —LE 3.
DETAIL NOTES
1. BARE ROOT SEEDLING SPECIES SHALL BE LIMITED TO RED MAPLE, SYCAMORE, EASTERN
COTTONWOOD, RIVER BIRCH,TULIP POPLAR, AND COMMON ALDERWRHN THE
VEGETATED SOIL LIFT. SEE PLANTING PLAN FOR ADDITIONAL INFORMATION.
2. COIR FIBER MATTING SHALL NOT BE PUNCTURED OR TORN TO PLANT BARE ROOT
SEEDLINGS.
B BARE ROOTBEEDUNGSSHALL ONLYBE PLANTED IN VEGETATED BOIL LIFT ABOVE THE
BANKFULLELEVATIONINDICATED WRHINTHEPLANAWPROFNESHEETS.
4. TOPSOLSHALLBEPIACEDAROUND THE ROOTS TO THE SAFE ROOT SEEDLING PRIOR TO
PLACEMENTOF THE TOP SOIL LIFT
S BARE ROOTSEEDLINGSHALLBE PIANTEDATAN ANGLETOPREWNT LEAF CONTACT
WIIHTHEGROUND.
BARE ROOT SEEDLING
PLANTING IN SOIL LIFT
NOT TO SCALE
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SOIL LIFT
UPWARD.
INITIAL PLAIN DATE: CS/G2/2023
REVISIONS.
WRJOB NUM BER 06221122W
DRNi O—EW/BGB CKD: S)M
DETAILS
C3.0

UN 419, PI; bb
PIN: 0609-96-4881
DacuSign Evelape ID. 42E3ADC6-F2FOA4336454-FS02848CA57D
SEEDING
i TEMPORARY SEEDING
--SIR—
TEMPORARY SEEDING (ALL AREAS)
DATES
SEED MIXTURE SPECIES
APPLICATION RATE(LB/ACRE)
URN 1-DEC31
RYEGRAIN
1.
2. SOIL AMENDMENTS
e. FOLLOW RECOMMENDATIONS OF SOIL TESTRORAPPLY 2,6W LB/ACRE GROUNG AGRICL.LTLAUL UMEGTDNE AND M WACRE 1634T FERTILIZER.
3. MULCH
a. APRY4,WDLPJAGREST M,ANCHDRSTRAWWWKINGWITHASP T.NEFPNG,DRAMUIGHMCR INGTGOL.ADISKWII HP ESSETNEARIYSMlA T
CAN BE LASED AE A MULCHANCHOF NGTOOL OR
b. INSTALLATEMPORARY BIODEGRADABLE, PIOTWEGRADMLE ROLLED EROSION CONTROL PRODUCT(RECPI ITENSAR ERONET DEN 0 OR EQUAL], ACCORDING TO
THE MANUFACTURERS RECOMMENDATIONS.
4 MAINTENANCE
a. WINTER, DRY SPRING,.. SUMMER
1) REFERTILIZEWGROWTH IS NOT RILLYADECRATE. RESEED, REEERTN2E,AND MULCH IMMEDIATELY FALLOWING EROSION OROTHER DAMAGE
b. FALL
1) REPAIR AND REFEWILIZE DAMAGED AREAS IMMEDIATELY. TOFDRESSWTH50LBIACREOFNITROGENINMMCH. IF IT N NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15 OVER3EED WITH 50 L&ACRE BROWNTOP MILLET IN LATE FEBRUARY OR EARLY MARCH,
5, TEMPORARY SEEDING MIST BE FOLLOWED UP WITH PERMANENT SEEDING AS SCION A PRACTICAL.
PERMANENTSEEOIRG
2 SEEDALL DISTURBED AREAS OF CONSTRUCTION WITHIN ZONES I AND 2.
3, NOS SIDING SHOULD BE UNDERTAKEN INWINDYORUNFAVORABIE WEATHER, WHEN THE GROUND 19 TOO WETTO RARE EASILY, WHEN IT IS IN A FROZEN CONDITION,OR
TOO DRY.
4 THE SUBGRPDE OF ALL AREAS TO BE SEEDED SHALL BE RAKED All ALL 1111I8H,STIC11, LOOSE ROOTS, AND STONER LARGER THAN 2 I1GHES""LL1111I
5, EXCEPT FORAREAS WTTHINTHE CRITICAL ROOTZONE OF EXISTING TREESTO REMAIN, THE SUBGRAOE SHALL BE SCARIFIED OR OTHERWISE LDDSENED TO A MINIMUM
DEPTH OF 4INCHES.
S FOLLOW RECOMMENDATIONS OF SOIL TESTS OR SPECIFICATIONS. FERTILIZER SHALL BE UNIFORMLY SPREAD AND INCORPORATED BY DISKING OR TILLING TO A DEPTH OF
ATLWT41NCHES.
]. PERMANENT SEEDING
a IMMEDIATELY FOLLOWING THIS PREPARATION, PERMANEW SEED, AS SCNEDUEDBELOW, SHALL REUNFORNLY APPLIED AND LIGHTLY RAKED INTO THE SURFACE,
LIGHTLYROLLTHESURFACEAN WATERWITHFINESPRAY. PERMANENTSEEDSH BEMN®ATTHEFOLLOWINGRATES:
b. THE BEST SEEDING DATES ARE BETWEEN FEBRUARY 15 THROUGH MARCH 2O. AND SEPTEMBER I THROUGH SEPTEMBER 30.
e. PRIOR TO FEBRUARY 15 DR AFTER OCTOBER I, ADD 25 USACREANNUAL RYE (GRAIN)
3. MULCH(INCIDENTALTO PERMANENT SEEDING)
e. DN GRADEDBANKS BEINVEEN NORMALWATER ELEVATION AND BANKFULL ELEVATION , INSTALLCONR FABRIC MATTING IN AGCORDPNCE WITH TEDETALOIN SHEET
6.1
b. FORAREASMOVEBANKFULLELP/ATION.
EA APRY4,ODDLBIACRESTRAW. ANCHOR STRAW BY TACKING WTH ASPHALT ORA MULCH ANCHORING TOOL. ADISK WITH BIADES SET NEARLY STRAIGHTCM
BE USED ASIA MULCH ANCHORINIGTOCL, OR
h.2. INSTALLATEMPOMRY DODEGMDMLE, PHOTWEGM MLE ROLLED EROSION CMTRW PROW CT (RECPI (TENSE EWNET D31 BJ OR EOUAD,
ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
4 THEGUJTRAGTOR SHALLKEEPALLSEEDED AREAS WATEAEp AND IN GOW CONDITION. RESEEINGBMLLBEWNEIFAMWHENNEGESSARYUWILAGOW,HEALTHY,
UNIFORM GROWTH IS ESTABLISHED CVER THE ENTREAREA SEEDED.
5, ONSLOPES,THEWWMCTORSWLLLPROVIDEAMMTWMHOUTSBYANAPPROVEDMETIWD. ANYWASHOLITTYATWWRSSHPLLBEREGRADEDANDRESEEDEDAT
THE CONTRACTORS EXPENSE UNTIL AN AWEPTABHE STAND OF VEGETATION IS ESTABLISHED.
ZONE
UNLESS OTHERWISE DESIGNATED, AREASCUTSIDEOF THE STREAM BUFFERS WHICH HAVE BEEN IMPACTED BY CONSTRUCTCN (DISTURBED, COMPACTED BYCO,NSTRUCTION
TRAFFX:, MATERIALETOMGE ARMS, ETC.), SHALL BE PREPARED AS DESCRIBED ARMEAND PLANTED WITH A NON -WETLAND, NON RIPARIAN AREA SEED MI%AS FOLLOWS:
PERMANENT SEEDING OF NONVETLAND, NON -RIPARIAN AREAS
DATES
SEED MIXTURE SPECIES
APPLICATION RATE(LBIACRE)
CREEPING RED FESCUE
115
JM 1 DEC 31
KENIUCKY BLUEGRASS
35
PERENNIAL RYE
25
ZONE =
UNLESS 07HERWBE DESIGNATED, AREAS WITHIN THE STREAM BUFFERS WHICH ARV'- DI BEEN IMPACTED BY CONSTRUCTION (STURBED. COMPACTED BY CONSTRUCTION TRAFFIC.
MATEPIAL—FACE AREAS, ETC.M6HALL BE PREPARED AS OFSCRLBEO ABOVE All FLAMED WITH A RIPARIAN SEED MIX AS FOLLOWS
PERMANENT SEEDING OF RIPARIAN AREAS
DATES
SEED MIXTURE SPECIES
APPLICATION RATE (LBIACRE)
Vginre Wldry Ma Ii (EliM, dgn-,,'IAadisoa')
4.p
Fowl Bluegmee(PoepaWa4isJ
4.0
hdiaeU-ma Tomahawlf (mrghaNumnu(ma, ipmehewFJ
4.S
Beaked Paaiiglaae Yak—anceps)
3.4
JAN I -DEG 31
Fox—B., PA Ecotype (Case.1pi dea, PA Eaoype)
B6
PeMdge Pee, PA Eaoype (Chasm b MxIaNMa, PA EaNype)
0.B
W ftX! Bneezewee . VA EXN" LHelenNm 8­ VA Eaoype)
CA
New —, PA_wy (Vn _aovehore 'PA Ea ")
10.4
BASED
.71
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I NTTIAL PLAN DATE:D6/G2/2023
REVISIONS.
WRJOBNUMEER 08221122m I
DRNiDGN: KEW(BGB CKD:SJM
LANDSCAPE PLAN
C4.0

0
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-CHAIN
eSILT FILTER BA6
c OFFERCA�-�
OONTRAOTOR IDREStRI
/ IMPACTED BANKS AFTER
CONSTRUCTION USING DETAIL(
1 1 I
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/ FLOODWAV PER I
FIRM 3]008609.0 ,
j
/F 1
5 i
Cp`��� CONTRACTOR TO REST RE
?/ IMPPLTFDRANKRAFTER
�,O CONSTRUCTION USING DUAL 6
STREPM CENTERLINE
REGULATORY j
F—Al PER
FIRMM 37038 3]GD8609001 /
MATERIAL STAGING AND STORAGE AREA
30' H 150'
TCRNAROUNDAREA�[
OERRIS PILES % �
v�s '
SILT FENCE -
(CONSTRUCTION ENTRANCE e
FEL y\\
`3U' ACCESS & UTILITY EASEMENT
DB 379 PG 55
30' ACCESS b UTILITY EASEJ.T j
DB379 55
/ 15.OD'11 /
REINFDRCED SILT / <
FENCEOIJRET
CONSTRUCTION FENCED
�� 3 ELECTRIC FENCE /
// ff
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I
` 30' ACCESS & UTILITY EASEMENT
DID 3]9 PG 55
E%CAVATORACCESSAREA
CONTRACTOR TO RESTORE
IMPACTED RANKS AFTER 6
CONSTRUCTION USING DETAIL
HANK AARON ROSS
REEK DUNCAN ROSS
DB 1006, PG 166
CAB D. PG B83
PIN: 8609-95-0540
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INITIAL PLAN DATE:06/02/2023
REVISIONS.
-JOG NUMBER 0G221122.OD
DRNiDGN: KEW/BGB CKD:SJM
E&SC PLAN
C5.0

D... Sig, Envelope ID. 42E3ADC6-F2FOA433-8454-F50284BCA57D
Date: GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the Oemlls and speciflcatbns on Nls plan sheetdll result In the.ndmglon
activi train considered cam liantwith Me Grountl Sbbilba0on antl Mebnaa Hentllin
,colons of the NCG01 Cgh Me Enco.o.od perm. (Seandl E ant F, rasp by Me d The
permpDea shall complywith Me Erosionantl Setlimen[CodMoplan .1. on May
apply
depending
having,corcti... All dttallsand spot d4hbns shownonthishose[may not apply
daponding on site wndilions and the delegated authority h
aving junstlidion.
SIaDBIze the ground suKConily so plat rain will
not didodge ills sail. Use one of Me
techniques in the brie below:
Tam ra tion Stabiliza
Permanent Sbbllbaflnn
Temporary grass So. covered with straw a
Permanent grass seed -tied with draw
other mulches and .ekRerm.
- Hyd-.diM
...'arulorwe antl to ..a
Gw.dple Mon. such as permanenl soil
Polled erosion.nrDl poduds with or
rehforsocard mad.,
.in "Ompoerygmnasacd
Hydoodw ing
Appropriately apPant stew or Other mulch
Plasticsheeling
Shrubs or other permsranl planrings
covered with mulch
Unibrm and ovary diddbuted ground cove
aumalenl to restrain doolon
SWcerel mebatls such as concrete,
aspha.a cosiong wale
Rolled erosion control poduds with glass
auetl
EQUIPMENT AND VEHICLE MAINTENANCE
1. Mainbin vehicles and eq,lp.wt to prevent SiSpRage of guide.
2. Provide drip pane under any stead equipment.
3. loll leaks and Repairs soon as rea¢ible, or remove leaking equpment from the
project
d. Coiled all spent guide, pore in separate eonteh,, and pmpeRy dlsposa as hazed...
waste (recycle when possible).
5. Remove leaking vehicles and cod ruct a, equipment from drAce uMI the problem
has been corrected.
6. Bring used fuels, lub icalls, woleirauli hydc guide and elver pebobum products to
a ragdng or diaposal center Mat rdbs Mesa "O'do'.
LITTER BUILDING MATERIAL AND LAND CLEARING WASTE
1ryar . Newm bubum waste. Place litter and debris in approved waste wntemans.
2. Provide a..Mclen. number and size of....ocnbinds(eg dumpsua. trash
receptacle) on alto to whaw m nswadon and d.rha do wester.
3. Lora. waste containers at least 50 feet away tram storm drain inlets and suriace waters
unless no other altamatives are reasonably available.
4. L as Mi not mcelve supsbnilal amounts of mnoff rom
upland aiausts .. do sot drs n directly to a doon drain, sedan, or wetland.
5, Cov waste cois nos M to and of -1, workday and beore storm scene or provide
whoo,conteinmenl. Repa-rapacedamagedweds.. papnero.
8. Anchorall lightweight items in waste containers during times of high wino.
1. Empty waste cone as needed to prevent oveMow. Clean up immedioo y D
wn.lners OverAcw_
8. Dispose waste oR-site at an ap,-d disposal fackt,
it On business days, clean up and disposeofwaste in designated waste container,.
PAINT AND OTHER LIQUID WASTE
1. Do no[dump paint and oher fiqud wade into dwm drains, streams or wall2. Locate paint washouts at leap 50 pant away from dorm drain trials and suriace waters
unless no other alternatives are reasonably available.
3. Contain lid wastes inacordrolled area.
4. Cnnbtem.L must be Iabelal, sized and placed d,,hpipately for the heads M site.
5. Prevent the diaoiuge of wasps.solvents, detergents and oMer liquid whites from
.O-..n sites.
PORTABLE TOILETS
1. Install portable WOM on level ground st leas[ 50 feet away from storm drains, streams
wetlands unless there Is no sIt... We reasonably available. If 50 foot offst p. not
attalnable, provpe raioce- of portal, tool behind sitt.ace or place on a gravel pad
and upro-d with and .,.
2. Provide staking or arlchord,ofpotable Wide during perioie of high wins or in high
foal Moth, areas.
3. x4onibr portable bilds for leaking and popedy diapose of any leaked noden.l. Wilpzea
licensed sonitary waste hauler M remove leaking portable toilets an replace with
properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show d.kpile locations on plans. Locate earth-M.W. all areas at least 50
feat away hom sto. drelo betels, sediment beeln.. peRmetersedood d controls and
surface waters unless. on, be shown no oMer alternatives are reasonably available.
2. Protect alacxpile with sill fence insa l along toe of dope with a mpnlmum offset of five
fact from the toe of stockpile.
3, Provide able done apes point when feasible.
POLYACRYLPMIDE31PAMSIMDFLOCCULANTS 4. Sa ilpze stockpile within the tmafranni provided on this sfea[ and in aocodance with HERBICIDES. PESTIDIDESAND RODENTICIDES
i. 6oectnopuana Mat ale a.ropdab for the soils beingMa approved plan ant any didNDnal requirements. Soil gabilication is defined as 1. Store and apply herbicides,pesdodes and r.d.rfGtles in. -do - with label
exposetl during wnsWcllon, vegetative, physical or chemical coverage tedmiq.. that in metreh accelerated mandiohs.ppr help IMOOom the NC OWR List o/Approved PAMSrF/wculenfs. roslon on c1durbed adle for temporary or permanent...I-is 2. Apply gowulaMa at or before Me inlets to Ernst . and Sediment Control Me..und, ° 2. Store herbicides, pesticides and rotlantaitles in their original wnteiners with the label,
L Apply flowular. at the wnceniretions specified in the NC CWR List oiApprovetl which list di - in use, ingretlietM and rrst aid steps in case of OccidentalPAMSrFlowpmho, and in accordance with Me mdufadureys inshudions. poisoning.
4. Provide pondirg area for chmainni of treated Stpmwater before discharging offil jHAlEARDOUS AND TOXIC WASTE 3. Uo.t sore Indeddes, peddles and rordroodes in areas where thodnge, possibe
5. Store fla. Moto, in lack -proof containers that are kept antler dorm-OReate nt coves or 1. Create designated hazand-was. collection areas....Se. .,-a they may spill or leak into wells, smrmw ter tlrelns, laauntl waterssu�ace
adhoundl ec by secondary containment sin ures. 2, Pb. hazardous waste wntahers under cover or in secondary coominmerd, water. If a spill wars, clean area immediately. a
3. Do not sore M1azardws demiwls. drams or baggetl materals directlyw Me groan. C Dc, W sto k,p k, Des, materials onsite.
STRUCTURE WITH LINER
° �Ic mbu rax Den -do
ILD
0
0 0 �M�4��T�\\�'
0
anwwnsarrrr-\,mea,wcruaor
eaw wn,
SECTION A -A oa srnaLasS oDmc,. aetwa,Nona.
N wuw.l so IxrruD 0S oersxsmso
opT0 0 0 nonce
0 0 w snctau
aaa C D 1N vr rna'Rn
Co aemr) ter,. ,gxnq,x ravel
SECTION B-B PO STPReS v.r
xwa wow xour
CONCRETEWASHOUTS
1. Do not discharge wnaate, or cement slurry from the site.
2. Discos of, or recycle settled, hardened wncou. residua in aowdance with local end
state adid waste re lula mna and at an epprovetl facility.
3. Manage washout from mortar milers in accedence with Iha ebwe item an in atltl.ion
place the mixer and nowd,ted mstands on inw,bus banter and w ildn lot perimeter
silt fence.
4. Indatltempomrywnaeeweshdulsperlo imquimmeMs,whemappiwble. Nan
alternate mothod or protluctis tc be used contact your approval outhody for mvlew
antl approval. If local dendad decals ere not available, use one of the Nvo types of
temporary concrete washtub provided on the detail.
5. Do not... 0.- washouts for dowasring or snoring defective curb or ddewaik
seelbna. Son-water..-ula:etl wi1Nn the washout may not be pumped prim or
dischargetl is the dorm drain system or receiving surface waters. Liquid waste must be
pumped cut and removed from project.
6. Locate washout in lead W feetfrom... drain inlets and nurbce waters unless.
can be shown Mal no other.1...... are reasenaby available.. a minimum, install
protection o storm drain inlat(s) closest to Me washout which -to -we spills or
ovedow.
7. Locate washouts in an sadly -able area, on level ground and install a stone
..- had In front of Me washout Atltlitional whroa may be egOl- by the
approvteg dModry.
8. Insthel at Isis[ ore sign direcurlgwMIm tracks W Me washout within Me project limits.
Post signage on do, wed.ut i.elf to iaa4Ny this location.
a. Rarwveleavings from the washout wM1en at approximately TSYa cepaciryblima
-Aow event. Replace Me MV, send begs or other lemp,,,y dull
wmporneMs when no longer fundbnal. When utilizing akematpve or pmpn.ry
products, follow manufacturers Instructions
10, At Me, compleibn of Me.naete work, nanow,melninp teaNng, a no dispose of In an
approved disposal.tllity. Fill pt. If applicable and stabllire any disturbance caused by
romovaldwashad.
NCG-01 GROUND COVER & MATERIALS HANDLING
1)ete:
PART II, SECTION G. REM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSEOUT
Sediment basins and ire host racove runoff from aloha some acre or more shalluacoWet strodureathat withdraw water hom the surfaac when these devices need to badmwn down for manlenenac ord.a out unlesalhiais infeasible. Thecirama.nces lnwhichdisnot
p 9e area
feasible b withdraw water hom Me surface shall bnmre (for example, times with extendetl cold wsa0nar). Non -surface withdrawals from satliment basins shall be allmvatl only when all of Me followng criteria have been met
(a) The EBSC plan authordy M1as been pwvkletl with documentation d the m„emsurtew withdrawal an Me epecNo time periods orcondiGons in which it well occur. The non-6urtwe withM1awal shell not epnmence unlit the E85C plan authortty has approved iheee items,
(b) The non-dKow withdrawal has been reported as an anticipated byte. ,-nw with Part II I, Sedion C, Item (2)(c) and (d) of Ma peonlL
(0) Dewateng discharges are treated will, c.rroa. minimize diasindliq llutanb hom dortnwater Matteremoved from Me sadimeM basin. Examples ofappropriate controls intlMa properly sled. designed and maintained tlewabdng tanks, weklenks, antlfitmtien sl
(d) Vege..d, upland areas of the atlas or a p.Mly deeignetl darn pad pa a to Me extern biotic at Me outlet tithe dawatarirg tmatment-roo. daacribed in learn (a) shave,
(a) Velodty aisopafion devices such as check dams, sediment (raps, and ipap are pmvidea al to dpsManga ponds of an dwa.ng devices, and
(I) SedimaM re.,,ad tram Me dewa.ring treatment aaNws described in Item (c) above Is disposed of In a manna. that does not cease deposigon of eadimant into waters of the U. Sta..
SELF-M6PEC7ION, RECORDKEEPING AND REPORTING
SECTION A: SELF4NSPECTION
Sdf-inspections are equine during normal business hours in a wroo with the table
bebw. WM1en adverse weather or age wntlitions woultl rouse Me safely of Me inspection
parso nil to be hleopardy, the Inspectionmaybe aelayad until t" next business day on
which it is sale to pal- the odooduon. In anion, when a a.. event of equal to or
greeter an 1.0 inch occum outside M none] business nouns, the So inspection shall be
performed upon the wmmencemenl of the mut business, day. Any lime when inappctons
were delayed shall be noted In Me Inspection Record.
burped
Frequenoy
Iw nsgl i, re.rom s ust Include:
(dump nDlmal
busing. hours
(1)Rath gauge
meiraaned in
Daily
ally min snamouna.
Ifhc MR aingeugeob.a .... ..do.&I, waaken
good working
on holiday periods, and no individualday rainfall information a
order
M
onarecord e cumulative min neaerann-terthose
llable,
unattended day, (Mis will determine If a site inspection e
nestled). Days on which no moral accurtetl shall be rewdetl
as'Zom.' The pern rise may use another rain-ming ontor
device approvetl by the DM.I.n.
(2)Ei
At lion once pal
1. loan[ ficefion of Me msedras pnspedetl
Measures
wlanwr days and
2. Date ant Time of Me ingsdfion
wilM1n24h.mo
3. Name d thewrw apeoisming Me inawdien
I In vents10
nett I, 24 hours.
easus was.,ddgproperly
9 Indication of whether in measures
5 DeRhplinn d-iMerence needs for Me measure
D. bescd Ian, Evdence, antl date Awrremrva adlons taken
M) Shonwekr
Al lean once pal l
1. Idm4fi al of Ma Cadage.-Is i-Innood
do.-
wlenoar day. and
2. Date end Time dd, inspection
oulbba(SDOs)
aloud 24 h.m Of
1 o
tin
3. Name of the ierean performing In. Inspection
4. Evdance of Ioc catom of atomwala polutbn such as ill
nilevanta
24 hour,
db fioaf g or suspended sold, or diswlomaw
5. hadcagon of -boo sediment caving the site
e. Desaipbon,Evdenw, and Isla wredivs actions taken
(4)Pon"ka,
At laud once par t
ltospbla Sedimernalkni.bud.doidesite limie,undodoN
d Si.
Lalen d, toys and
of Me blowing shall be made:
wood 24 has of
a rain event alo
11 Action mood, b clean up or dealxze sediment that has left
Ma ane timDa
Inch in24 h-
2) De oMficn Evidence an data of wnedi. actions taken
3) An a holanatlon as, M the no taken to contra future
mabason
or
Atl
upon-diso, Ilona
M1m,froon
lfiheside
or walmhof(5)Sdsls
we.I.
.achy.--
relend. douraril
24hwrs
i--pu be
has-oh,dincreasedN Stan hom Me wn.o-adlon emviy, Men
a aaing anal)IS,
or
ogn.(where
onion Di
rant
, of co
1)RaROhJ ofsequienceaud�.o wiappive acrn6lon en
ccessible)
24hours.
inch In 24 hours.
RsMh,,I Wo arP reports. Ma a. hdr teDivision
Repbnal ONw per Pon 114 Sediw C,.em(2)(al of this pemtit
(6) Ground
After adip phase
1. The phase of Gatlin Iinstallstan of con-, EBSC
Sbbilizalli
Measures
Ofgreding.
measures,dodirg andgrubbirg, indalladon deb.m
drainage bolded, completion of all. olion.N'mg actively,
or redevelopment, pemlannot ground rover)
S Dowmenlalien Nat Ma required ground sbbilpzden
ow-res have Wren provided within the required Rd
roe Mal Merwt11 be podded. soon. Possible.
NOW: The Min irspecldon resets Me requlred 7 calendar day inslaclion requirement.
PART III
SELF414SPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E85C Plan D....... do.
The approved EBSC plan aswell as any approved tleuiation shall be kep[on the site. Thal
approved EBSC plan must be kept up -rodeo throughout the wverege under tops period Time
following Delos pertaining to Me EBSC plan shall be kept on site and avallable for inspection at
all times during normal budress hours.
ham. Dneumwt
Dxumad Raidadro ds
1.111M and data Rich E&SC measure on a copy M
(a) Each E&SC measure has been installed and
Ma approved E&SC plan or complete, dab antl
sign an Insped'nn report Mel lists each EBSC
does no agnDbangy a"11 from Me.cations,
dimenaki and motive elevations or. on the
sure shown on the approved E85C plan. TM
oedocumentation
approved E85C pan.
i. requirtl upon Me inilitl
iraelar.. of he E&SC meacumcre m aodid t
after ind"I Insbllaticn.
MR A phase of grading has bean completed
I.,ho antl date o agy of Me approved Elun plan
or complete, Bare and sign an irvpadon roport to
are
indicate completion dare construction phase.
Gmun cove a I.Rded and Moulled'n
Initial ant date a copy of Me approved E85C pan
eaodsnca with the appros's EBSC plan.
or wmpleb, data and sign an inspection rapid to
onirate
mmpl'anrs with approvad ground -1
apealocauor..
(d) The malne dance and repair requlremanG for
compete, data and sign an lospec al report
all E&SC measures have been performed.
(a) Coredlvd adlons he. dodo taken to E65C
In Mai an eta. a cosy ofMe epp ck. E&SO plan
measures.
Or complete, dab inspection
and sign an insction mood to
ndirets Me completion of Me corrective action.
11
O sO,
nape on atN
In addimn b the pan do.menis above, the following items shall be kept on the
site ant available for Ispedorm at all Dross during normal business hours, unless Me
Divisioni,..nt a preside cexemption basedcunique age contlitions that make
Mis requirement not pacti-
(a) This General Penrod d, well as the Cerdficate of Coverage, after it Is received.
(b) Records of inspections made tlunrg the previous foetus months, The permitter ¢halt
record the required observations on the Inspection Record Form pevdetl by the Division
dmilar inspecilon tam that includes all Me requireal e.mense use o
eledmnicoll,lSwe lale recprds in lieu of the required .Par.ples witl be allowetl if
sbown to povitla equal access and uOiy as ire hadcapy recoils.
S. Documanb0on to be Robbed forThma Yearn
Ni dab used to complete Mee-NOI and all R.pdd.h records shall be main.ired fo a period
ofthree years after pojed camplefion and made a mNe upon request(40 CFR 12 41]
NCG-01 SELF INSPECTION
SELF -INSPECTION, RECORGKEEPING AND REPORTING
SECTION C: REPORTING
1. Ocoamenaes that ..at be Reported
Pefmittees shall report the following occurmnce
(a) Visible sediment deposition bt a stream a wetland.
(b) Oil optll. if:
They are 25 gallons or more,
They ere lass Men 25 gaiters but cennol be cleaned up within 24 hours,
They cafes sheen on suriace waters (regaMless q vdume), or
They are within 100 feet of surface waters (,godless of d,Ium j.
Raise , (c) order Section, 311
of Me Clwn Water, Act (Rep 40 CFRnRced, of 110.3 an 40 CR 1117.3) or Sedicn 102 of CERCLA
(Ref. 40 CFR 302.4) or G.S. 143-215.85.
(d) AnoddIoted bypasses and ... htbipated bypasses.
(a) Noncompliance with the condlums oMle permit Mal may endanger health or Me
meni.
2 Raprating Tlmetramaa and Otlar Requladra de
After a permitter becomes aware of an ocourence that must be repo Stud, he steal content Me
appropriate DHapon regional oMoo within the timahamea and pn a dance with Me other
to Mee Mee listed below. Orsumnces getaitle nomal business hours may -03 tea reported
[o Me OepartmenCs Environmanel Emergency Center personnel at (800) 858-038D.
Owurence
Rewmtg Tdeirame(Ader Dlswvery) ace Other Regdremods
;a) Visible
• WDhi 24 hours, an oral or lactoonk, notification .
im
sedent
deposition in a
•WIN, 7Calendar Day,, a report Mad contains a decolptpon of the
sadimeM an actions taken b addmaa Me was of Me depo,kbn.
dream or weDantl
oiviowsteftmayvalvetherequrementparewnrcenrepwewacase-
byca rob
• If Me stream Is named on Me NC 303M) lid as, imwlred for aediment-
related caused, Me permithes may be required to perform addigoral
mon4oring, inN edbns or apply mare shi gent practices if doff
C6terion. Mat a�ItlOnal mqulremenis are parade] to essuR
m liar with Me federal orabte ire aired -warm candiana.
b) OI spills and
--In 24 Houm en oral orelecronic ndficedon. The notification dol
released
a hM.
induda h.rmadon aboutthe date, time, nature, wlume and lool
M Me spill or release.
substances Pa
tam I(b)I.)above
c)Antiopated
•Ampod al lead ton days before she dal. of Me bypass, ifposaible.
Dypase.,[on GFR
i22.91(m)(3)]
The pecal ..It induda an evaluation olive anfidwiea quarry an
efectofftlondss.
Id) Unanticpated
• WIMh 24 Hours, an sal or eactonic ni nficetion
5ypases [40 CFR
12261(m)(3)]
• Within 7 colander days, s report that includes an evaluation tithe
as
aftectdMME,
al' andOn'
Ie)Nonwmpl.nca
•.Min 24 HOum an anal orele E,nic not'Ification
with [he contlitlwa
•..In 7raI.M.,day. a report day can.ns a dsscnpdon M the
dthis permit Met
compliancewu; M , and its aese perioww d of nmplpanca, Including
eadddex
mayenan0er
health or Me
and Mn.,RodfMen..-M,b-h..o.ba
.Ireded,ire adi led rime n.c.oOlance Is-Rded to wntlrue;
rm.nt [40
and steps taken or planned toreduce, eliminate and prevent
CFR 12291p)(])]
cal of Me ochoomplience.[40 CFR 12241(I)(6).
• Diviabn step may wave the requitement par a with n report on a ress-
a..aa
Page:
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usMmrRur�- Q OfESS/�� T
S �1 VES SEAL
B�fjsuhj­. 03,751
C �
INITIAL PLAN DATE:O67D2y2D23
REVISIONS.
WRJOBNUMBER o82211220o
DRNiDGN: SEWMISS CKDiS!A
E&SC DETAILS
C5.1

D.E.Sign
STR
FABRIC ON FACE (MINIMUM 8 MIL
THICK)
TO PUMP
I STRI
PLAN
12 MIN FROM PUMP TOPGFBANN
air air als�alr_
-r^_fc_.: r'..a 2=f�'i,-a -•s_-a`• a{'. -n .:<�..r'y.c,.e+::-�::
- WATER PROOF POLYETHYLENE
Ea STREAM BOTTOM) FPBRIC ON-(BMILTHICK)
TEMPOPL RYSTONECAM
SECTION A -A
TEMPORARY STREAM BYPASS
NOTTOSOALE
(ea:adanucEmannarresadrmanlconnolaannnganeoa6rgnManpaf,sra�aa��ro�s�a)
PUMP -AROUND
NOTES
1, T IS RECOMMENDED THAT WORK BE SCHEDULED SUCH THE CULVERT
REPLACEMENTOM BECOMPLETED DURING A TIME OF MINIMAL
PRECPTATION
2, 3YPAS3PLANI5SCHEMgTILGONIRACTORISRESFOIGELEFORTIE
DEBGN, INSTALLATION,MAINTENANCE, OPERATION AND REMOVAL OF ALL
EDUIPMENT AND TEMPORARY CONSTRUCTION TG N8URE -DRY' WOWN G
CONOITIGNS.
S. PUMPAND LINE SIZES TO BE DETERMINED BYTIE CONTRACTOR.
4, ESTIM4TEDPEAKFLOWSAREASFCLLOWS:
DIN
• Q2 15CF6(47DOGPM)
• 0-18 CFS(-8,t DO GPNH
• Q10=210FSI-IL"GPM)
HMS:
• W-70GF9 (-31,IPo GPM)
• Q5=87 CFS (-39,W0 GPM)
• Q10-100CF8(-45,000GP1.1)
• EROSION STONE TO BE CLASs'P OR E' RIP -RAP AS SHOWN, UNLESS
DESIGNATED DIFFERENTLY ON CONSTRUCTON PUN
MAINTENANCE NOTES:
I. INSPECTWEEKLYANDAFTEREACHRAINFALLEVENTT TPRODUCES)5
INCH OR MORE OF FAIN.
2. REMWESEDh£NTANDWOODYDEBRISPRIXvPTLY.
3. REMOVECOLLECTEO SEDIMENT FROM STONEIRIP-RAPAREA3 AS
NECESSARY. TOPDRESS NTH 2. WASHED STONE AS NECESSARY.
,MINIMUM,
Cron -sea hn view III S
Spadnrat'Ima 4a••: o.•ew
1. Gkarihe areas untle Ne arbankmentand sinpof rods andohambkU M ke Ddaytl gW irarea unlll the tlam'sin T•F °f fO`k0b'aa'al
plain
2. Cararfle MUNaflonerea bdudng Re ebutrneds vdea extra-atre,gM fiMMab' bet beckfll' g N od.lf wRberaM1 srecu red sbp•f
e ovate at ar,terlPddam ew�dmalltlewe din,
An Rh aYftfil IAVI lanvi ud b moklll bankned fmmlhe zm �al'°'r
upsbeam edge d9re thin bMe tlowndream atlge dha �mn Uedap fill material artibmvim of 1 MdataA ldnb. wah 0ce Upsueama rip
laM osvrilmmwnaheamaRp Rna. ra
3. ConsOoel We embankmmtw.Nwall�mded rack and gavalblhe simand tlimensims drown mNeerewi tatisiagorhnt lh Ra, Fa
aaaaank beian 2aIhigher Wan wespllWay cred antl al keelifool hgher Wentle dem, dI We srMbite tldmatreamia,lopreven[
ur andemaim atlhe abulmeNs.
4. Sedmenl-laden wets bombe mnatmWian dl shouts be tliveeetl lnbihe basin zeservdr eithe lurMeatarea from We dam.
5. Inma-UWa roakdam before We haein sea ie deared w m n m zesedment ymM from mnstmrom ofMre beef,.ImmedNelysGb lizeaA
astlislurbed aunrQ We mnsmcfim Dflhe dam¢xcepl the seament pool (Rddence6:6dface 5ladflzafion).
8. Sakry-Sedmenl badns shwld baconsitlsad dangamuaberause lheya0radchiltlren Sleep ode dopes sM1guM beavoaetl, Fences wiW
roaming signs maybe nestled ilhespaming isllkety.Al ddeand local regaremeMs muatbe fdlowed.
Mai". an.
Ghao aaalmenibasins dmreaCh minlall,RempVe aedimen-dasare DhJl,ld vOWmewN¢n%amen admmWatesm apoul me4mFNaeeslgn
vowrre. Ssdimenl.Nadel heda -n Web'naedadarvslely awbilieed.
Chxk be nBucwra M amsbn, piping, e N rwh d'epl ammed weetJy and alter each d9^ifiaM ('h inch or 9maw4 reindom, and mPk
imrre Ihht .
nR.R urwlaMaxadimanlinmadnlelyinlet Wemndmr,a mates. PIH,.Mawlszm. ah Ea Inaoninsflew
dem rob d.I ign n dckspQ area ana ard,.N All wabr ana lato aantsleala ra .ga.yboar ng PHI --.
remove. SealmeM sMdtl De
placed in desgnateddkpoaM xeaa ana noldlowtd loflow ink streams ar tlrainage waysduri,g sauchre removal.
TEMPORARY ROCK 5
COFFERDAM DAM
(Baaadm NG Emdanasdsadmamcamalwanai,Wamoaag^NTanua', srerdaro rveab'aa s.asl
ea
w`
2-3'
GDarse aggregale
Zito- --tain,
NSTALLATION:
1. Ckar Neenbance and..,t areaofall vegaadm-,and odleroMdHlonable.-id and praw,'ratle I,.
2. N.iM1egmWe -MI to and then. ned-m We IIII-A.
3. Provde tlrainagebrarrywabrbas iimenl trapmoRer unable artlet.
4. Use geomxlileMARcs because tlrey knPoae d�iey of Ne foubaOm lnlocdlimsasyedto seepage orhigh roarer wbk. e
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOT TO SOALE
HOSE FROM PLMP
NOTES:
PRECAST CONCRETE
SECURE TO MANHOLE BECTON
WITH CHAIN, MNYL WEB OR OTHER SUITABLE
1. SET 4' DIAMETER PRECAST RISER
SECTIONLEVELTOALLOW
MANHOLE RISER SECTION
MATERIAL
DISCRARGE TO OVERFLOW SIDES
2. CAREFULLY SECURE PUMP
SUCTION TO FLOATING DEWCESTO
PREVENTSEDIMENT.
3. USE WP RAP GLASS B STONE.
4B'MIN.
MINIMUM I6'DEPTH, DIED=F,
DIAMETER
PLAGEO F HEM THE GOTTGM ON
A I SLOPE OR FLATTER
FABRIC UNDER STONE
BYPASS PUMP DISCHARGE VELOCITY DISSIPATOR DETAIL (-Z1
NOT 105CALE
'EN ml
1 FENCE MATERIAL:
_ IlJ ORANGE, UV RESISTANT of
HIGH TENSILE STRENGTH
j POLYETHYLENE LAMINAR o
BARRICADE FABRIC cal
ATTACH SIGN wl
TO POST
(MINIMtIMI
1. ALL PLANTOESIGNATEDTOBESAVEO SHALL BE
PROTECTED BY FENCING. AS ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE A MINIMUM OF 12-
OUTSIDE OF DRIP LINE OF TREE TO BE PROTECTED, OR
AT EDGE OF DISTURBED AREA, PRIOR TO START OF
CONSTRUCTION.
S. SPACETREEPROTECTION ZONE SIGNS A MINIMUM OF
ONE EVERY 150 FEET. THE SRE OF EACH SIGN MUST BE
A MINIMUM OF 2' X Z AND BE VISIBLE FROM BOTH SIDES
OF THE FENCE, THE SIGN MUST CONTAIN THE
FOLLOWING LANGUAGE:'TREE PROTECTION ZONE,
KEEP CUT' AND 'ZONA DE PROTECC16N PARA
ARBOLES, NO ENTRAR' (ENGLISH & SPANISH).
4. THERE SHALL BE NO STORAGE OF MATERIALS WITH
THE BOUNDARIES OF THE TREE PROTECTION FENCING.
S. TREE PROTECTION FENCING SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
II..._ II __...... u -_„ 11' ul (MINMMM
u u
IMUMI�
1,13 LBSJFT STEEL POST
CONSTRUCTION FENCE TREE PROTECTION FENCED
NOTTOSCALE
3LEEVEFORPUMI
OISCHARGEHOSE
OPTIONAL LIFTNG STRAPS
SILT FENCE
VARIED WITH GROUN D SLOPE
DEWATERING FILTER BAG
24-MIN
AG FROM
UND LINE
TONE PAD
E FABRIC
�i
VARIES WRH VAF948LE
GROUN03LOPE (10'MIN.)
REINFORCED SILT PER. IYIENESHEETING
FENCE OUTLET Ili MIL MIN)
PLAN I
DEWATERING rGEOTIXTIIE FABRICI
FILTER BAG I
Steel
P°n
Cro se.1 oM
vi-
4 MIN VARIESWITHGROUNDSLOPE I min 1 I U�'
4' MIN
f0'MIN SILT FENCE 24"
SILTFENCE ftEINFORGEO SILT
FENCE OUTLET
p57STCNE TO LEVEL B4G FROM EXISTING GRADE
N4TUMGRWNO LINE
POLYETHYLENESHEETING INSTALLATION.
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SEESECTIONBELOW
OVERWP HA�WARE CLOTHS' (MINI SILT FENCE
EACHENO� 14'(MINI�
SILT FENCE TO BE
1T TALLER (MIN)
THAN STONE DEPTH
_JL__ _IL-
0 U 0 o II o
LBURY WIRE FENCE All FILTER FABRIC (SEE
. LPOSTSINN as(MAXI 6EOIMENTFENCEDETAIL)
STEEL POST ORNE 24'(MIN) INTO GROUND SURYHARDWARECLOTH151MIN)
WIREFMOE ELEVATION
HAROSVARECLOTH�
12'(MINI
FILTER STONE � 3F
(WPSRECI FILTER FABRIC
OR DJHi WATILE
.. , NOTES:
• HARDWARE CLDTHTOBEn MESH, 0GA. GALVANIZED STEELWIRE.
BURY WIRE FENCE AND FILTER FABRIC ..II REMOVE SEDIMENT WHEN SEDIMENT DEPTH REACHES HALF OF THE
(SEESEOIMENT FENCE DETAIL) M STONE HEIGHT.
BURY HARDWARE CLOTH B" • REPLACESTONEAS NEEDED TO ENSURE FLOW THROUGH FILTER.
SECTION
NOTTOSEALE
•,
tH CARD
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INITIAL PLAN DATE:06/02/2023
REVISIONS.
WRJOBNUMBER 08221122.00 I
ORNMOIN KEW/BGB CKD:SJM
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INITIAL PLAN DATE:06/02/2023
REVISIONS.
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1+25.00—JOBNLIMBER 06224122W
DkIv,DGN:KEN!/l1GR CKD_S1M
" PROFILE VIEW
GRAPHIC SCALE CROSS SECTIONS
1" = 10' HORZ. I
1"=2' VERT.
0 0 10 20 X-1