SAW-2023-01367--NWP 29 Verification--25 SEPT 23.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2023-01367 County:Wake U.S.G.S.Quad:NC-Raleigh West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Kris Bass Engineering
Connor Brown
Address: 219 E.Chatham Street
Cary,North Carolina 27511
Size(acres) —9 acres Nearest Town Raleigh
Nearest Waterway Glen lake River Basin Neuse
USGS HUC 03020201 Coordinates Latitude:35.832903
Longitude:-78.689218
Location description: The project site is south of Parklake Avenue and north of Garden Lake Drive in Raleigh,in Wake
County,North Carolina.
Description of projects area and activity: This verification authorizes the temporary discharge of dredged material 0.88 acre of
open waters.
Applicable Law(s): ©Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP.29 Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 6/29/2023, and the enclosed plans. 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 and/or regional general permit
authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general
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 permit. If the nationwide and/or regional general 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 permit,activities which have commenced(i.e.,are under construction)or are under contract to commence in reliance upon
the nationwide and/or regional general permit,will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general 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 Morehead City,NC,at(252)808-2808.
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 George Lyle Phillips III at(919)588-9200 or George.L.Phillips(ausace.army.mil.
Corps Regulatory Official: Cj"&-L.yC�'����/ Date: 09/25/2022
Expiration Date of Verification: 3/14/2026 G

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 the Customer Satisfaction Survey located at
http://corpsmapu.usace.anny.mil/cm_apex/f?p=l 3 6:4:0
Copy furnished:Zach Thomas/NCDEQ-DWR/3800 Barrett Drive,Raleigh,North Carolina 27609

SAW-2023-01367
SPECIAL CONDITIONS
a. Suitable habitat for tricolored bat(Perimyotis subflavus) may be present at the site. On September 14, 2022,
the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered under the
Endangered Species Act (ESA). The permittee understands and agrees that all work associated with the
clearing and removal of trees and removal or modification of culverts must be completed prior to the effective
date of the final listing in the Federal Register. Work associated with the aforementioned activities not
completed by that time must cease and the permittee must contact the Corps'([e-mail])
to determine if additional coordination with the USFWS is required under Section 7 of the ESA prior to
continuing work.

Action ID Number: SAW-2023-01367 County: Wake
Permittee: Kris Bass Engineering, Connor Brown
Project Name: Glen Lake Dredging
Date Verification Issued: 09/25/2022
Project Manager: George Lyle Phillips III
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: George Lyle Phillips III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
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

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PROJECT OVERVIEW VICINITY MAP '-
TRAFFIC CONTROL AND PEDESTRIAN PLAN (TCPED) NOTES: 0 200 400 -\
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CONTRACTOR MUST APPLY FOR A PERMIT WITH RIGHT-OF-WAY ,i' / GrabtreeVa°IeyMall
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• THE STREET, LANE, SIDEWALK, CLOSURE PERMIT IS REQUIRED FOR ,' ,/ ----__ ?0 �
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ANY CLOSURE ON CITY STREETS AND ALL NCDOT STREETS WITHIN ,,�, , , OMES Corporate offic
RALEIGH 'S JURISDICTION . ,' I GA �ILEYHILLS 4+� r. ;, >ti, a
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• A PERMIT REQUEST WITH A TCPED PLAN SHALL BE SUBMITTED TO °��" BECKANA < N
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• PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A �P�� :-y`'j` GLENLAKE 0
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PRE-CONSTRUCTION MEETING WITH THE ENGINEERING INSPECTIONS °�� PROJECT r �
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APPROVED PLAN, AND ENSURE ALL PERMITS ARE ISSUED. �� �� W o
• ALL TCPED PLANS SHALL COMPLY WITH ALL LOCAL, STATE, AND �' `` �� UNC Health Rex Hospital 0
FEDERAL REQUIREMENTS AND STANDARDS, INCLUDING BUT NOT
LIMITED TO: ,� '- > > ,r i i W W
1 . MANUAL ON UNIFORM TRAFFIC CONTROL (MUTCD) ; �' �� �� <
2. PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG) ;
3. AMERICAN DISABILITY ACT (ADA) REQUIREMENTS; ,' _� LL
4 RALEI H STREET DESIGN MANUAL (R DM) . ' , — Z >
• ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO �� �>` _ - - - - U
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ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH MOBILITY CONCERNS.
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EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING �� zIn
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PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG) , THE /' `� ` ; >
ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON �� _ �, z
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• ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE cy Q N I �'
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SHEET E4: IMPACTS MAP FOR PERMIT
REVIEW ONLY
SHEET D1 : CONSTRUCTION DETAILS CONTRACTOR :
CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
WES L EY H AS K I N S Plans for the proposed use have been reviewed for general compliance with applicable codes.This limited review,and
authorization for conatruction is not to be considered to represent total wmpli_with all legal requirements for
d..l.pment and construction. The property owner,design cansuhants,and contractors are each responsible for
FOSTER LAKE AND POND MANAGEMENT W
rompliance with all applirable City,State and federal laws.This specific authoriratien bMew is rim a permit,nor shall it be
919.634.79 53 cons[ued to permit any violation of City.State or Federal law.All Canslruction must be in accordance with all local,State, Q
and Federal Rules and Regulation.
Electronic Approval:This approval is being issued eleotronielly.This approval is valid only upon.the sigruiure of a City of
Raleigh Revi Offimr below.The City will retain a copy of the approved plans-Any work authorsted by this approval must DATE 6/29/2023
PROJECT ENGINEER. proceed in acc ce ordan with the plans k approval inept on file with the City.This alenronic may not be edged anoe issued.Any
modification to this approval ante issued will invalidate this approval.
C REVISION # of
ONNOR BROWN
FILE NAME:
KRIS BASS ENGINEERING, PLLC
704.641 .4621 City of RaleighOeveiapmentnppraval GLEN LAKE_DREDGING.DWG
City of Raleigh Review Officer C 1

PROJECT NARRATIVE:
EROSION CONTROL NOTES:
LEGEND:
THIS PROJECT INVOLVES THE CONSTRUCTION OF AN ACCESS PATH, THE ESTABLISHMENT OF TREE PROTECTION
FENCING AND SILT FENCING, THE REMOVAL OF APPROXIMATELY 3,800 CUBIC YARDS OF SEDIMENT FROM INLET OF 1 ) ALL EROSION CONTROL MUST BE SET-UP AND INSPECTED PRIOR TO m 0 m
GLENLAKE. TO ACCOMPLISH THE DREDGING OBJECTIVES LISTED ABOVE, THE WATER LEVEL IN THE LAKE WILL BE COMMENCEMENT OF GRADING OPERATIONS. ACCESS ROAD o 0
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LOWERED APPROXIMATELY 4 TO 5 FEET TO EXPOSE SEDIMENT IN LOCATIONS TO BE EXCAVATED. UPON REACHING 2) ALL SLOPES SHALL BE SEEDED AND STABILIZED WITH A DENSE COVERAGE OF
THE DESIRED LEVEL, THE WATER WILL BE MAINTAINED AT THAT LEVEL DURING THE DURATION OF THE PROJECT. THIS GRASS. ANY EXPOSED OR BARE SLOPES SHALL BE RE-SEEDED OR PROTECTED co o
LOWERED WATER LEVEL SHALL BE MAINTAINED FOR APPROXIMATELY ONE MONTH PRIOR TO EXCAVATION TO WITH EROSION CONTROL MATTING. CONSTRUCTION ENTRANCE
ALLOW THE SEDIMENT TO DEWATER. LOWERING SHALL BE DONE AT A RATE OF NOT MORE THAN 1 FOOT IN A 3) ALL BACKFILL SHALL BE SUITABLE FOR PLANT GROWTH AND GENERALLY FREE OF ,����`��\ CARo''%%,,
24-HOUR PERIOD. LOWERING SHALL BE ACCOMPLISHED USING A U-SIPHON SYSTEM. THE ACCESS PATH AND TREE DEBRIS OR OTHER MATERIAL GREATER THAN 2 INCHES IN SIZE.
PROTECTION FENCING WILL ENSURE SAFE ACCESS OF CONSTRUCTION EQUIPMENT TO THE PROJECT AREA AND 4) ALL ELEVATIONS AND CHANNEL DIMENSIONS SHALL BE MET WITHIN A Q�� '
PROTECTION OF UNDERGROUND UTILITIES. DURING DREDGING, SEDIMENT SHALL BE EXCAVATED AND TOLERANCE OF 0.1 ' DREDGING AREA - V � 056429
TEMPORARILY STOCKPILED IN A STABLE AREA PRIOR TO LOADING ON TO TRUCKS FOR HAULING AND OFF-SITE 5) STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE
DISPOSAL AT AN APPROPRIATELY PERMITTED FACILITY OR LOCATION. THE SITE IS LOCATED OFF OF PARKLAKE AVE FOLLOWING COMPLETED AREAS OF CONSTRUCTION. SPECIFIC SEEDING '%,°N''' o�
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IN RALEIGH, NC. THE WORK INVOLVES CONVENTIONAL DREDGING, STABILIZATION, AND ESTABLISHMENT OF REQUIREMENTS ARE PROVIDED IN THE PLANTING PLAN. LOD LOD LOD LIMITS OF DISTURBANCE 06/29/2023
GRASS. 6) PROVIDE TEMPORARY OR PERMANENT GROUNDCOVER ON ALL EXPOSED
AREAS WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF SF SF SF SILT FENCE
GRADING. PROVIDE A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
ENGINEER'S NOTES: WITHIN 14 WORKING DAYS OR WITHIN 90 CALENDAR DAYS (WHICHEVER IS x x x TREE PROTECTION FENCE
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
1 ) THE LOCATION AND ALIGNMENT OF ALL IMPROVEMENTS SHOWN ARE APPROXIMATE. THE FINAL LOCATION 7) ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY — — — STAGING AREA
AND ALIGNMENT SHALL BE DETERMINED DURING CONSTRUCTION USING BEST PROFESSIONAL JUDGMENT SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS c�
AND APPROVED BY THE PROJECT ENGINEER. ONE-HALF (1 /2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED EXISTING MAJ. CONTOUR Q Q0
2) MATERIALS LISTS ARE PROVIDED AS AN APPROXIMATION ONLY. CONTRACTOR SHALL INDEPENDENTLY VERIFY OR REPLACED, AS NECESSARY. c
THE NUMBER AND AMOUNT OF STONE, BACKFILL, OR OTHER ITEMS NECESSARY TO PROPERLY COMPLETE THE 8) ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL EXISTING MIN. CONTOUR Q U
JOB. PHASES OF THE CONSTRUCTION UNTIL THE COMPLETION OF ALL z
3) THE LATEST VERSION OF THE FOLLOWING STANDARDS APPLIES TO THESE SPECIFICATIONS: CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. zi zi zi BUFFER ZONE 1 < _
A. NCDOT "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" DATED JANUARY 2018 ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN — w
B. NCDENR "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 2013" ORDER TO CONTROL EROSION AND/OR OFF-SITE SEDIMENTATION. ALL z2 z2 z2 BUFFER ZONE 2 " Q
4) THE CONTRACTOR SHALL CALL THE "CALL BEFORE YOU DIG" TOLL FREE NUMBER TO MAKE SURE THAT ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS Z 12:�
UTILITIES ARE LOCATED AND MARKED. ANY DAMAGE TO EXISTING UTILITIES IS THE SOLE RESPONSIBILITY OF THE COMPLETE AND THE SITE IS STABILIZED. SEWER EASEMENT C
CONTRACTOR. 9) THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING C o
5) ANY DAMAGE RESULTING FROM ACTIONS OF THE CONTRACTOR TO STRUCTURES, SIDEWALKS, OR GROUNDS OF MUD TO OFF SITE AREAS. THE CONTRACTOR SHALL DAILY REMOVE SS SS SS SANITARY SEWER Q
ON SITE WILL BE REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR, TO A QUALITY MEETING OR MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. U
EXCEEDING THEIR PREVIOUS STANDARDS. — — — — — — — — — — — — — — — — — — — — — PARCEL BOUNDARY 0
7) THE CONTRACTOR IS TO ENSURE PUBLIC SAFETY DURING ALL PHASES OF CONSTRUCTION. LLJ
8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ANY STOCKPILED MATERIALS DURING GENERAL NOTES: BUILDING FOOTPRINTLij
CONSTRUCTION. O
9) THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND DISPOSING OF ANY MAN-MADE MATERIALS 1 ) TREES, SHRUBS, AND HEDGES: THE CONTRACTOR SHALL PROTECT ALL TREES STORM SEWER
OR OTHER DEBRIS THAT LIE WITHIN THE CONSTRUCTION LIMITS, AS REQUESTED AND APPROVED BY THE AND SHRUBS OUTSIDE OF THE LIMITS OF DISTURBANCE. THE CONTRACTOR U/
PROJECT ENGINEER. IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS LAKE SHORELINE Z LLJ
10) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING, MARKING, AND PROTECTING SEWER LINES AS WHERE POSSIBLE. TREE ROOTS EXPOSED AND/OR DAMAGED DURING LLJ
NECESSARY WITHIN THE LIMITS OF DISTURBANCE OF THE PROJECT FOR THE DURATION OF CONSTRUCTION. CONSTRUCTION SHALL BE PRUNED USING EQUIPMENT SPECIFICALLY — — — — — — STOCKPILE AREA __1 O
DESIGNED FOR PRUNING. 0 Z
2) GRASSED SURFACE RESTORATION: ALL EXISTING GRASSED AREAS ���1��� CD
GENERAL CONSTRUCTION SEQUENCE: DISTURBED DURING CONSTRUCTION ARE TO BE SEEDED AND MULCHED PER �\, TREE z as
1 ) INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES THE SPECIFICATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR "_
AND THE CONSTRUCTION ENTRANCE AND SILT FENCING AS CALLED FOR AS DIRECTED BY THE ENGINEER. O SANITARY SEWER MANHOLE w `W
ON THE PLANS. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO 3) ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF z
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THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES. RALEIGH AND/OR NCDOT STANDARD DETAILS AND SPECIFICATIONS.
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2) SCHEDULE AN INITIAL SITE STORMWATER CONTROL INSPECTION FROM THE 4) ANY DISTURBANCE WITHIN THE RIGHT-OF-WAY WILL BE REQUIRED TO BE w
CITY OF RALEIGH. REPLACED TO THE CITY OF RALEIGH AND/OR NCDOT STANDARDS AND = �' -
3) UPON APPROVAL OF THE INITIAL SITE STORMWATER CONTROL INSPECTION, INSPECTED. Q N I LL
COMMENCE PERMITTED LAND DISTURBING ACTIVITY. 5) CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN m v o z o
4) PERFORM ALL EXCAVATION AND GRADING TASKS AS SHOWN ON THE PLANS. ACCORDANCE WITH THE LATEST CITY OF RALEIGH STANDARD DETAILS. w N � CO
5) SEED AND MULCH ALL DISTURBED AREAS PER THE APPROVED PLANS AND �, I,_; > �
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SPECIFICATIONS. SEEDING AND LIVE STAKING NOTES: N "' U Ij_ 0-)
6) ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED, REQUEST AN AS-BUILT o
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INSPECTION AND OBTAIN APPROVAL TO REMOVE TEMPORARY MEASURES. DO l . RE-SEED ALL SLOPES AND DISTURBED AREAS AS DIRECTED. MATERIAL ESTIMATES: o
NOT REMOVE TEMPORARY MEASURES WITHOUT PRIOR STORMWATER INSPECTOR
TEMPORARY SEEDING OF:
APPROVAL. 120 LBS/ACRE RYEGRAIN - SEPTEMBER THROUGH MARCH LOD- 0.98 AC Q
7) ONCE GRADING IS COMPLETE, TEMPORARY MEASURES ARE REMOVED, SILT FENCE- 180 LF
AND THE SITE IS STABILIZED, SCHEDULE A STORMWATER FINAL INSPECTION. 40 LBS/ACRE BROWNTOP MILLET-APRIL THROUGH AUGUST TREE PROTECTION FENCE- 140 LF
PERMANENT TURF SEEDING (SPRING/SUMMER ONLY) OF: EXCAVATION- 3,800 CY
15 LBS/ACRE KY BLUEGRASS TEMP/PERMANENT SEEDING- 0.11 AC Cn o
5 LBS/ACRE CENTIPEDE o
25 LBS/ACRE BERMUDAGRASS (HULLED). w
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2. APPLY FERTILIZER (10-20-20) AT A RATE OF 500LBS/AC AND LIME AT 2000LBS/ACRE.
SPREAD STRAW MULCH ON ANY DISTURBED AREAS AT A RATE OF 2 TONS /ACRE. 100% PLANS
SOIL PREPARATION REQUIREMENTS: ANCHOR STRAW BY TACKING WITH BIODEGRADABLE NETTING OR A MULCH FOR PERMIT
ALL DISTURBED AREAS SHALL BE PREPARED PRIOR TO PLANTING BY DISC OR SPRING-TOOTH ANCHORING TOOL. REVIEW ONLY
CHISEL PLOW TO MINIMUM DEPTH OF 12 INCHES. MULTIPLE PASSES SHALL BE MADE ACROSS CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION Li
PLANTING AREAS WITH THE IMPLEMENT AND THE FINAL PASS SHALL FOLLOW TOPOGRAPHIC 3. COVER ALL SLOPES 3(H): 1 (V) AND GREATER WITH EROSION CONTROL MATTING Plans for the proposed use have been reviewed for general compliance with applicable codes_This limited review,and o
CONTOURS. PRIOR TO ALL SEEDING, PLANTING, AND STABILIZATION, THE PLANTING OVER STRAW AND SECURE WITH BIODEGRADABLE STAKING (DETAIL 5/Dl ). authorization for construction is not to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and contractors are each responsible for
SURFACE SHALL BE ROUGHENED MECHANICALLY SUCH THAT PLACED SEED AND FERTILIZER MULCHING SHALL BE PLACED UNDERNEATH COIR MATTING AT A RATE OF 2 comiliancewith all applicable City,State and Federal laws.This specific authorization below is not a permit.norshallitbe DATE 6/29/2023
construed to permit any violation of City,State or Federal Law.All Construction must be in accordance with all Local,State,
WILL NOT WASH D O W N S L O P E. FOLLOWING SOIL PREPARATION, PLANT AND STABILIZE TONS/ACRE. and Federal Rules and Regulations. This a pproval of th is electronic document is onhr valid if the document has not been REVISION # 01
SLOPES ACCORDING TO THE PLANTING PLAN AND TECHNICAL SPECIFICATIONS. modified and the digital signature below is valid: FILE NAME:
AREA FOR RESEEDING: 0.11 AC GLEN LAKE_DREDGING.DWG
Clty of Ralleigh Development Approval El

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® I i S SS / SS CIITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION LLJ
Plans for the proposed use have been reviewed for general compliance with applicable ondim,This limited review,and.
SS authorization for construction is not to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and contractors are each responsible for
compliance with all applirahlp City,State and Federal laws.This specific authorization below is not a permit,nor shall it he DATE 6/29/2023
0 60 120 construed to permit any violation of City,State or Federal Law.All Construction must be in accordance with all Local,State,
p / / and Federal Rules and Regulations. This a pproval of this electronic document is only valid if the document has not been R EVI S I O N
Feet / / modified and the digitalsgnatum below isvalid, FILE NAME:
GLENLAKE_DREDGING.DWG
SCALE: 1 INCH = 30 FEET — I / City of Raleigh Development Approval E 2

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GRADE T PROVIDE A MORE SHALLOW SLOPE FOR
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— � TRUCKS ENTERING HIGHWAY SIGN PARKLAKEAV WITH ABC STONE. THIS ACCESS IS TO REMAIN
PLACED 150-250 FEET AHEAD OF FOLLOWING DREDGING ACTIVITIES FOR FUTURE ��NOARo
CONSTRUCTION ENTRANCE °
DREDGING ACCESS. ALL STONE FROM THE °� ss'
CONSTRUCTION ENTRANCE AND ACCESS ROAD WILL BE ' ' ' _ SEAL
056429
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REMOVED, AND ALL AREAS STABILIZED AT THE END OF � E....CONSTRUCTION ENTRANCE /''' ���lflllllll���18 E , ,yi!:::: CONSTRUCTION . THIS WILL RESULT IN 2.3-6.4 FT OF(SEE DETAIL SW-20. 1 O/D1 ) - - - 06/29/2023
- - - — PERMANENT ADDITIONAL COVER OVER THE SEWER
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0 40 80 compliance with all applicable City,State and Federal laws.This specific authorization below is not a permit,nor shall it he DATE 6/29/2023
construed to permit any violation of City,State or Federal Law.All Construction must be in accordance with all Local,State,
Feet and Federal Rules and Regulations. This approval of this electronic document is only valid if the document has not been REVISION 01
modified and the digital signature below is valid: FI LE NAM E:
� GLEN LAKE_DREDGING.DWG
SCALE: lINCH = 20 FEET
City of Raleigh Development Approval

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SS , — SHALLOW SLOPE FOR MACHINERY TO SAFELY ACCESS THE LAKE FOR ROUTINE
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0 40 80 compliance with all applicable City,State and Federal laws.This specific authorization below is nut a permit,nor shall it be DATE 6/29/2023
construed to permit any violation of City,State or Federal Law.All Construction must be in accordance with all Local,State,
Feet and federal Rules and Regulations. This approval of this electronic document is only valid if the document has not been REVISION 01
modified and the digital signature below isvalid: FILE NAME:
SCALE: lINCH — 20 FEET GLENLAKE_DREDGING.DWG
City of Raleigh Development Approval E 4

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EXISTING ROADWAY NEW CONSTRUCTION NOTE: FOR TREE PROTECTION ONLY / 40"
NOTES: MIN.10 GA. MIN.12-1/2 GA. > N
RAILROAD BALLAST 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE TREE PROTECTION AREA LINE WIRES INTERMEDIATE Q QD
(SEE DETAIL TPP-02 FOR EXAMPLES) WIRES
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
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I-III-III - I I-III= ON CENTER FOR THE REMAINDER ZONA DE PROTECCON _ _ _ _ _ _ _ _ _ _ _ _ _ III III III III I
5. FOR TREE PROTECTION AREAS LESS THAN 200'IN PERIMETER,PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. PARA ARBOLES-NO ENTRE = Q =
CITY OF RALEIGH 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS. FRONT VIEW � /^
8. SIGNS ARE TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 2 1/2"HIGH,CLEARLY LEGIBLE _ - e o v CD
STANDARD DETAIL CROSS SECTION AND SPACED AS SHOWN. WARNING SIGN DETAIL _ III W
REVISIONS DAT2812020 NOT TO SCALE CITY OF RALEIGH CITY OF RALEIGH " ail III Q
STANDARD DETAIL STANDARD DETAIL NOTES: Z Q
RESIDENTIAL CONSTRUCTION 1.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
ENTRANCE REVISIONS DATE.812020 NOT TO SCALE CONTACT INFORMATION: REVISIONS DATE 812020 NOT TO SCALE 2.END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
CITY OF RALEIGH PARKS,RECREATION AND � W
CULTURAL RESOURCES DEPARTMENT 3.SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION
STANDARD TREE STANDARD TEMPORARY SPECIFICATIONS,WHERE PRACTICE APPLIES AND PLANNING z
SW-20.10 PROTECTION DETAIL URBAN FORESTER: CONSIDERATIONS.
TREES RALEIGHNC.GOV (SEDIMENT/SILT)FENCE W O
4.SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED �
TPP-01 WWW.RALEIGHNC.GOV SW-20.01 SLOPES GREATER THAN 10'IN HEIGHT. U
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-1 +00 0+00 1 +00 2+00 3+00 EROSION CONTROL MATTING SHALL BE ~
-0+50 0+50 1 +50 2+50 2" THE WOOD STAKE SHALL BE THE NORTH AMERICAN W w
NOTE: FILL MATERIAL USED TO CREATE THE ACCESS ROAD SHALL BE PLACED IN 12 INCH DEEP TRENCH, STAKED, GREEN ECO-STAKE OR APPROVED EQUAL WITH THE U D
320 320 FREE OF DEBRIS OR STONES GREATER THAN 2" DIAMETER. FILL BACKFILLED AND COMPACTED FOLLOWING DIMENSIONS: O
TOP OF STREAMBANK LEG LENGTH 11.00 IN 27.94 CM
MATERIAL SHALL BE SUFFICIENTLY COMPACTED TO ENSURE SAFE ( ) 1/ a_
DRIVING CONDITIONS. THE TOP OF THE ACCESS ROAD WILL BE WOOD STAKE HEAD WIDTH 1.25 IN (3.18 CM)
CAPPED WITH ABC STONE, WHICH WILL BE REMOVED AFTER TOE OF SLOPE 2' HEAD THICKNESS 0.40 IN (1.02 CM) /�
315 315 CONSTRUCTION. EROSION CONTROL MATTING SHALL BE LEG WIDTH 0.60 IN (1.52 CM) (TAPERED TO POINT) Z V J
PLACED IN 12 INCH DEEP TRENCH, STAKED, LEG THICKNESS 0.40 IN (1.02 CM) W Z
BACKFILLED AND COMPACTED BOTTOM OF CHANNEL -V TOTAL LENGTH 12.00 IN (30.48 CM) -1 O
310 310 0+50 2' TRENCH7
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305 305 Elev = 308.00 10 Elev - 308.00 STAKE WITH EROSION CONTROL MATTING NOTES tn.
NAIL 1. BANKS SHALL BE SEEDED (PERMANENT&TEMPORARY) PRIOR TO PLACEMENT OF LLJ e
M 309 309 MATTING. LLJ
° 308 308 2. WOODEN STAKES SHALL BE PLACED IN A DIAMOND SHAPE PATTERN PER THE PLAN z
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Q 300 300 0306 3063. TRENCH STAKES AND WOOD STAKES SHALL BE PLACED A MAXIMUM DISTANCE APART z U)
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302 302 TRENCH U� = r-- = N •
TOP OF BANK • • • • • • • • TOP OF BANK 5. RCM SHOULD BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE U/ Q N I L
295 295 300 300 IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE. Q = a_
299 299 6. 6" MINIMUM OVERLAP IN THE HORIZONTAL m U In
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290 290 • • • • • • • • RAINFALL EVENT. REPAIR IMMEDIATELY. 1-- Q - -0
TOE OF SLOPE • • • • • • • • 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT N U) U L1_ 0-)N E • • • • • • • • OCCUR BENEATH THE ECM.
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285 285 • • • • • • • • GROUND SHALL BE REPAIRED AND STAPLED. o
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EROSION CONTROL BE FIXED AND THE ERODED AREA PROTECTED.
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TO TRENCH AT TOE OF SLOPE ESTABLISHED.
280 280
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D 1 NOT TO SCALE
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CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION Ld
Plans for the proposed use have been reviewed for general compliance with applicable codes.This limited review,and.
authorization for construction is not to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and contractors are each responsible for
compliance with all applirahlp City,State and Federal laws.This specific authorization below is not a permit,nor shall it he DATE 6/29/2023
construed to permit any violation of City,State or Federal Law.All Construction must be in accordance with all Local,State,
and Federal Rules and Regulations. This a pprcval of this electronic document is only valid if the document has not been REVISION 01
100% PLANS modified and the d`gFtalsgnatum below isvalid, FILE NAME:
FOR PERMIT GLENLAKE_DREDGING.DWG
REVIEW ONLY City ofPaleigh Development Approval DI