20190883 Ver 1_USACE Permit_20190918

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2019-01086 County: Rockingham U.S.G.S. Quad: NC -Southwest Eden
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Eden
Attn: Terry Shelton
Address: 308 East Stadium Drive
Eden, NC 27288
Size (acres) —24 Nearest Town Eden
Nearest Waterway UTs to Dan River / Matrimony Creek River Basin Roanoke
USGS HUC 03010103 Coordinates 36.481769 N -79.768956 W
Location description: The overall City of Eden Phase 11— Bridge Street Basin Sewer Replacement and Rehabilitation pro 4ect
includes the Bridge Street and Dan River Outfalls, encompassing Matrimony Creek near Robin Road to the Dan River,
several smaller gravity flow lines to the Matrimonv Creek and Dan River Outfalls. and the outfall along the Dan River to the
Highway 87, in Eden, Rockingham County, North Carolina.
Description of projects area and activity: This verification authorizes the fifteen (15) distinct sites (crossings/proiects):
1) Site 1 (Stream Crossing 11-S1) requires the temporary discharge of dredged material into 36 linear feet of stream
channel, for aerial sewer line construction access and installation.
2) Site 2 (Stream Crossing 11-S11) requires the temporary discharge of dredged material into 85 linear feet of stream
channel, for aerial sewer line construction access and installation.
3) Site 3 (Stream Crossings 11-S12, 11-S13, and 11-S14) requires the permanent (no loss of waters of the US) discharge
of fill material into 100 linear feet of stream channel, for sewer line construction access installation, and rip rap
stabilization.
4) Site 4 (Stream Crossings 11-S2, 11-S10, and 11-S15) requires the permanent (no loss of waters of the US) discharge of
fill material into 130 linear feet of stream channel, for sewer line construction access, installation, and rip rap
stabilization.
5) Site 5 (Stream Crossings 11-S3, 11-S4, and 11-S9; Wetland Crossing 11-W4) requires the temporary discharge of
dredged material into 159 linear feet of stream channel and 0.02 acre of riparian-non-riverine wetlands, and the
permanent (no loss of waters of the US) discharge of fill material into 35 linear feet of stream channel, for sewer line
construction access, installation, and rip rap stabilization.
6) Site 6 (Stream Crossing 11-S5) requires the temporary discharge of dredged material into 37 linear feet of stream
channel, for aerial sewer line construction access and installation.
7) Site 7 (Stream Crossing 11-S6) requires the temporary discharge of dredged material into 35 linear feet of stream
channel, for sewer line construction access and installation.
8) Site 8 (Stream Crossing 11-S7) requires the permanent (no loss of waters of the US) discharge of fill material into 73
linear feet of stream channel, for sewer line construction access, installation, and rip rap stabilization.
9) Site 9 (Stream Crossing 11-S8) requires the permanent (no loss of waters of the US) discharge of fill material into 49
linear feet of stream channel, for sewer line construction access, installation, and rip rap stabilization.
10) Site 10 (Wetland Crossing 11-W7) requires the temporary discharge of dredged material 0.01 acre of riparian-non-
riverine wetlands, for sewer line construction access and installation.
11) Site 11 (Wetland Crossings 11-W6 and 11-W9) requires the temporary discharge of dredged material 0.012 acre of
riparian-non-riverine wetlands, for sewer line construction access and installation.
12) Site 12 (Wetland Crossing 11-W1) requires the temporary discharge of dredged material 0.01 acre of riparian-non-
riverine wetlands, for sewer line construction access and installation.
13) Site 13 (Wetland Crossings 11-W2 and 11-W5) requires the temporary discharge of dredged material 0.22 acre of
riparian-non-riverine wetlands, including the permanent conversion of <0.1 acre from forested to herbaceous
wetlands, for sewer line construction access and installation.
14) Site 14 (Wetland Crossing 11-W8) requires the temporary discharge of dredged material 0.004 acre of riparian-non-
riverine wetlands, for sewer line construction access and installation.
15) Site 15 (Wetland Crossing 11-W3) requires the temporary discharge of dredged material 0.02 acre of riparian-non-
riverine wetlands, for sewer line construction access and installation.

Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line Activities
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 enclosed
Conditions, your application signed and dated 5/23/2019, and updated information submitted via email on 7/31/2019 and
8/29/2019, and the enclosed plans Drawing Numbers 11-C2, 11-C3, 11-C7, 11-C9, 11-C11, 11-03, 11-C16, 11-C19, 11-C21, 11-
C22, 11-C25, 11-C27, 11-C29, 11-C30, 11-C31, 11-C33, 11-C34, 11-C39, 11-C40, D9, and D10. 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 authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide 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 (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, 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 David E. Bailey at [phone], Ext. 30or David.E.Bailey2(a,usace.army.mil.
Date: 2019.09.18 11:24:41
Corps Regulatory Official: -04'00' Date: 9/18/2019
Expiration Date of Verification: 03/18/2022

SPECIAL CONDITIONS
1. Temporary discharge of excavated or fill material into streams will be for the absolute minimum
period of time necessary to accomplish the work, and such authorized crossings will be constructed
and restored per details on Drawing Numbers D9 and D10, and seeded per Sections 2.3, 2.4, 2.5,
and 2.6 on the attached "Section 32 92 19 Seeding" detail.
2. Aside from the stream crossings specifically authorized as described above, and shown on Drawing
Numbers 11-C2, 11-C3, 11-C7, 11-C9, 11-C11, 11-C13, 11-C16, 11-C19, 11-C21, 11-C22, 11-C25,
11-C27, 11-C29, 11-C30, 11-C31, 11-C33, 11-C34, 11-C39, 11-C40, no additional impacts to
wetlands, streams, and other potential waters of the US are authorized for the City of Eden Phase
11— Bridge Street Basin Sewer Replacement and Rehabilitation project.
Date: 2019.09.18
Corps Regulatory Oficial: 11:24:23 -04'00' Date: 9/18/2019
-
Expiration Date of Verification: 03/18/2022
Copy furnished:
Diandra Hyman, P.E., W.K. Dickson & Co., Inc., 730 Corporate Center Drive, Raleigh, NC 27607
George Lankford, George K Lankford, LLC, 238 Shady Grove Rd., Pittsboro, NC 27312
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

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Plan Sheet No.
11-C13
11-52
3.2
11-C16
11-53
3.3
11-C21
11-54
3.3
11-C22
11-55
3.4
11-C25
11-56
3.5
11-C29
11-57
3.6
11-C2, 11-C7
11-58
3.4
11-03
11-59
3.3
11-C21
11-510
3.2
11-C16
11-S11
3.1
11-C11
11-512
3.7
11-C39
11-513
3.7
11-04
11-S14
3.7
11-C40
11-515
3.2
11-C27
11-W1
3.1
11-C9
11-W2
3.5
11-00, 11-01
11-W3
3.6
11-0
11-W4
11-W5
3.3
3.5
11-C21
11-C31
11-W6
3.8
11-C19
11-W7
3.8
11-C19
11-W8
3.2
11-C27
11-W9
3.8
11-C19
UT4 to Dan River
11-S5
11-W8
4
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DICKSON �TL161 Eden Remediation Plan - Feet
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NC 770
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Legend
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— Pipe Liner -P2
— Streams
Stream Impacts
_ Wetlands
D Wetland Impacts o�
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community Infrostruciure consultants S'
WASHINGTON ST
11-S11 - 85 LF
Temporary Impact
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Figure 3.1: Hampton Street and Harris Street
Aerial Map (2015)
Eden Remediation Plan
Bridge Street Basin Replacement and Rehabilitation
V
3
11-W1 - 0.01 ac
Temporary Impact
O`er '
0 75 150
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w Figure 3.2: McConnell Avenue and Tulloch Street
Aerial Map (2015)
5 Eden Remediation Plan
Bridge Street Basin Replacement and Rehabilitation
A, A -rc
A. 44
BSW-6
BSW-7
11-W8 - 0.004 ac
Temporary Impact
11-S15 - 34 LF
Permanent Impact
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300
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Stream Impacts
D Wetlands
D Wetland Impacts
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-S4 - 57 LF
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Aerial Map (2015)
Eden Remediation Plan
Bridge Street Basin Replacement and Rehabilitation
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300
w Feet

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� ♦ Aerial Map (2015) Feet
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Temporary Impact
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11-W5 - 0.02 ac
Temporary Impact
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community Infrostruciure consultants
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F
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Figure 3.5: Dan River
Aerial Map (2015)
Eden Remediation Plan
Bridge Street Basin Replacement and Rehabilitation
11-S6 - 35 LF
Temporary Impact
1
0 75 150 300
Feet
1 inch = 150 feet
Legend
— Limits of Disturbance
i
— Pipe Replacement
,;
Pipe Realignment
Pipe Liner
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-
- Streams
Stream Impacts
0 Wetlands
D Wetland Impacts
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community Infrostruciure consultants
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Figure 3.5: Dan River
Aerial Map (2015)
Eden Remediation Plan
Bridge Street Basin Replacement and Rehabilitation
11-S6 - 35 LF
Temporary Impact
1
0 75 150 300
Feet
1 inch = 150 feet

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Pipe Realignment
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Stream Impacts
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= Wetland Impacts
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11-S7 - 73 LF
Temporary Impact
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Figure 3.6: Carter Street
Aerial Map (2015)
Eden Remediation Plan
Bridge Street Basin Replacement and Rehabilitation
CARTER ST
11-W3 - 0.02 ac
Temporary Impact
0 50 100 200
Feet
1 inch = 100 feet

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11-S12 - 42 LF
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Legend _
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— Pipe Replacement
Pipe Realignment
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— Streams
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Stream Impacts
0 Wetlands
D Wetland Impacts .r
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11-S14 - 34 LF.
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11-S13 - 24 LF
Temporary Impact
Figure 3.7: Washington Street and Anderson Street
Aerial Map (2015)
Eden Remediation Plan
Bridge Street Basin Replacement and Rehabilitation
0 50 100
1 inch = 100 feet
200
w Feet

Legend
— Limits of Disturbance
— Pipe Replacement
Pipe Realignment
— Pipe Liner
— Streams
Stream Impacts
0 Wetlands
= Wetland Impacts
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�`Temporary Impact
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Figure 3.8: Smith Street and Robin Road
Aerial Map (2015)
Eden Remediation Plan
Bridge Street Basin Replacement and Rehabilitation
0 75 150 300
Feet
1 inch = 150 feet

Additional Information Request for PCN Form
PCN Narrative - City of Eden Remediation Program
Phases 11/12: Bridge Street Basin Sewer Replacement and Rehabilitation
C. Proposed Impacts Inventory (CONTINUED)
3. Stream Impacts. If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then
complete this question for all stream sites impacted.
3a
3f
3g
Stream Impact Number
3d
3e
Average
Impact
Permanent (P) or
3b
3c
Perennial (PER) or
Type of
Stream Width
Length
Temporary (T)
Type of Impact
Stream Name
Intermittent (INT)
Jurisdiction
(ft)
(LF)
11-S1 T
Aerial
Matrimony Creek
PER
404
36
(11- C13/Figure 3.1)
11-S2 T
Excavation
UT2 to Dan River
PER
404
60
(11- C16/Figure 3.2)
11-S3 T
Excavation
UT4 to Matrimony
PER
404
102
(11- C21/Figure 3.3)
Creek
11-S4 T
Excavation
UT4 to Matrimony
PER
404
57
(11- C22/Figure 3.3)
Creek
11-S5 T
Excavation
UT1 to Dan River
PER
404
37
(11- C25/Figure 3.4)
11-S6 T
(11- C29/Figure 3.5)
Excavation
UT3 to Dan River
PER
404
35
11-S7 T
Excavation
UT6 to Matrimony
PER
404
73
(11- C2/Figure 3.6)
Creek
11-S8 T
Excavation
UT5 to Dan River
PER
404
49
(11- C33/Figure 3.4)
11-S9 T
Excavation
UT7 to Matrimony
PER
404
35
(11- C21/Figure 3.3)
Creek
11-S10 T
Excavation
UT2 to Dan River
PER
404
36
(11- C16/Figure 3.2)
11-S11 T
Excavation
UT3 to Matrimony
PER
404
85
(11- C11/Figure 3.1)
Creek
11-S12 T
Excavation
UT1 to Dan River
PER
404
42
(11- C34/Figure 3.7)
11-S13 T
Excavation
UT1 to Dan River
PER
404
24
(11- C34/Figure 3.7)
11-S14 T
(sheet no. 11-C40/Figure
Excavation
UT1 to Dan River
PER
404
34
3.7)
11-S15 P
(sheet no. 11-C27/Figure
Excavation
UT2 to Dan River
PER
404
34
3.2)
Page 9of10
July 2019

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NOTES:
1.
m
CONTRACTOR SHALL BE
SEWER SIZE, MATERIAL AND DEPTH
RESPONSIBLE FOR BYPASSING ALL
2. CONTRACTOR SHALL COORDINATE
SEWAGE FLOWS DURING CIPPL &
WITH OWNER'S PROJECT
SEWER INSTALLATION. CONTRACTOR
COORDINATOR AND PROPERTY
SHALL NOTIFY RESIDENTS/BUSINESS
OWNER TO LOCATE EXISTING SAN
OWNERS OF CIPPL INSTALLATION
SEWER LATERALS AND TO FINALIZE
AND MANHOLE REPAIRS AND TO
LOCATION TO INTERCEPT EXISTING
REFRAIN FROM USING WATER.
SEWER LATERAL. LOCATIONS
CONTRACTOR SHALL SUBMIT
DEPICTED ARE APPROXIMATE AND MAY
DETAILED WORK PLAN SHOWING
REQUIRE FIELD ADJUSTMENT.
HOW ALL SEWAGE FLOWS WILL BE
1
BYPASSED.
`
2.
LIMITS OF WORK (LOW) ARE
LATERAL TO MINIMIZE COST OF
INSTALL, LATERAL LENGTH, AND
INTENDED ONLY FOR ROUTING
DISRUPTION TO PROPERTY AND
BYPASS PIPING. CONTRACTOR IS
RESIDENTS. ALL LATERAL BENDS
NOT PERMITTED TO USE THIS
SHALL BE 45 DEGREE OR LESS, NO 90
CORRIDOR FOR ACCESSING SEWER
DEGREE BENDS ON LATERALS SHALL
REPLACEMENT. NO DISTURBANCE IS
BE ALLOWED WITHOUT PRIOR
PERMITTED.
3.
CONTRACTOR SHALL USE IN AND
4. CONTRACTOR SHALL COORDINATE
OUT APPROACH TO MAKE STREAM
WITH OWNER'S PROJECT
CROSSING OR INSTALL SEWER AND
COORDINATOR AND IMPACTED
RESTORE CHANNEL AND BANKS BY
PROPERTY OWNERS MINIMUM OF 96
WORKING FROM EITHER SIDE.
4.
SEWER MAIN CORRIDOR ON THIS
LATERAL RE-ROUTES TO ARRANGE
SHEET LIES INSIDE A FEMA SPECIAL
TEMPORARY ACCESS TO PROPERTY
FLOOD HAZARD AREA (REFERENCE
AND RESIDENCES AND TO DISCUSS
NC FLOODPLAIN MAPPING PROGRAM,
SEWAGE OUTAGE.
NATION FLOOD INSURANCE
5. CONTRACTOR IS RESPONSIBLE TO
PROGRAM, FLOOD INSURANCE RATE
FIELD VERIFY ALL UTILITY LOCATIONS
MAP PANEL 7969-07/03/07.
5.
CONTRACTOR SHALL COORDINATE
6. CONTRACTOR SHALL VERIFY EXISTING
THE SUPPORT OF EXISTING POWER
SAN SEWER LATERALS SHOWN (OR
POLE AND TEMPORARY GUY WIRE
NOT SHOWN). ALL EXISTING SAN
REMOVAL & REPLACEMENT (IF
SEWER LATERALS ARE 4" VC OR IRON
NECESSARY) WITH DUKE/PROGRESS
(UNLESS OTHERWISE NOTED).
ENERGY BEFORE EXCAVATING NEAR
CONTRACTOR SHALL REPLACE ALL
THESE UTILITIES. CONTRACTOR
ACTIVE SEWER LATERALS FROM
SHALL USE ALLOWANCE TO PAY FOR
PROPOSED CLEANOUT TO PROPOSED
COST OF DUKE/PROGRESS SUPPORT
SEWER MAIN WITH 4" PVC AND NEW
AND/OR BRACING. CONTRACTOR
CLEANOUT AT RIGHT-OF-WAY. INSTALL
SHALL COORDINATE WITH DUKE
-
ENERGY PRIOR TO BEGINNING WORK
IN ROAD, DRIVEWAY, SIDEWALK, OR
(MIN 72 HOURS) TO ARRANGE FOR
PARKING LOT.
POLE BRACING AND THE POSSIBILITY
7. CONTRACTOR SHALL PROVIDE BRIDGE
OF DE -ENERGIZING OVERHEAD
MAT FOR EQUIPMENT STREAM
POWER OR A PORTION THEREOF.
6.
CONTRACTOR SHALL PROVIDE
& PUMP AROUND TO MAINTAIN
BRIDGE MAT FOR EQUIPMENT
CONTINUOUS FLOW OF STREAM AND
STREAM CROSSING AND PROVIDE
PROVIDE A DRY CONDITION DURING
COFFER DAM & PUMP AROUND TO
INSTALLATION OF SEWER PIPE
MAINTAIN CONTINUOUS FLOW OF
STREAM AND PROVIDE A DRY
8. LOCATION OF SERVICE LATERAL FOR
CONDITION DURING INSTALLATION
1300 RIVERCREST DR HAS NOT BEEN
OF SEWER PIPE
7.
RIP RAP STABILIZATION SHALL BE
DETERMINE SAN SEWER SERVICE
COMPLETED WITHIN 7 DAYS OF BANK
LATERAL LOCATION AND ELEVATION
DISTURBANCE, UPON REMOVAL OF
BEFORE BEGINNING CONSTRUCTION
BRIDGE MAT AND WHEN ALL WORK
AND ORDERING MATERIALS.
DOWNSTREAM IS COMPLETED,
CONTRACTOR SHALL RECONNECT
PROVIDE SILT FENCE ON TOE OF
SERVICE ACCORDING TO PROJECT
SLOPE. (EA SIDE OF BANK AND/OR
GENERAL NOTES & SPECIFICATIONS.
PERM FORD).
GENERAL SEWER LATERAL NOTES:
1. CONTRACTOR SHALL VERIFY EXISTING
SEWER SIZE, MATERIAL AND DEPTH
2. CONTRACTOR SHALL COORDINATE
WITH OWNER'S PROJECT
COORDINATOR AND PROPERTY
OWNER TO LOCATE EXISTING SAN
SEWER LATERALS AND TO FINALIZE
LOCATION TO INTERCEPT EXISTING
SEWER LATERAL. LOCATIONS
DEPICTED ARE APPROXIMATE AND MAY
REQUIRE FIELD ADJUSTMENT.
3. CONTRACTOR SHALL HAVE FULL
RESPONSIBILITY FOR ROUTING SEWER
LATERAL TO MINIMIZE COST OF
INSTALL, LATERAL LENGTH, AND
DISRUPTION TO PROPERTY AND
RESIDENTS. ALL LATERAL BENDS
SHALL BE 45 DEGREE OR LESS, NO 90
DEGREE BENDS ON LATERALS SHALL
BE ALLOWED WITHOUT PRIOR
APPROVAL.
4. CONTRACTOR SHALL COORDINATE
WITH OWNER'S PROJECT
COORDINATOR AND IMPACTED
PROPERTY OWNERS MINIMUM OF 96
HOURS PRIOR TO PERFORMING
LATERAL RE-ROUTES TO ARRANGE
TEMPORARY ACCESS TO PROPERTY
AND RESIDENCES AND TO DISCUSS
SEWAGE OUTAGE.
5. CONTRACTOR IS RESPONSIBLE TO
FIELD VERIFY ALL UTILITY LOCATIONS
AND DEPTHS PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL VERIFY EXISTING
SAN SEWER LATERALS SHOWN (OR
NOT SHOWN). ALL EXISTING SAN
SEWER LATERALS ARE 4" VC OR IRON
(UNLESS OTHERWISE NOTED).
CONTRACTOR SHALL REPLACE ALL
ACTIVE SEWER LATERALS FROM
PROPOSED CLEANOUT TO PROPOSED
SEWER MAIN WITH 4" PVC AND NEW
CLEANOUT AT RIGHT-OF-WAY. INSTALL
CLEANOUT IN VALVE BOX IF LOCATED
IN ROAD, DRIVEWAY, SIDEWALK, OR
PARKING LOT.
7. CONTRACTOR SHALL PROVIDE BRIDGE
MAT FOR EQUIPMENT STREAM
CROSSING AND PROVIDE COFFER DAM
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CONTINUOUS FLOW OF STREAM AND
PROVIDE A DRY CONDITION DURING
INSTALLATION OF SEWER PIPE
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1300 RIVERCREST DR HAS NOT BEEN
VERIFIED. CONTRACTOR SHALL
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DICKSON
communitV infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919-782-0495
(f) 919-782-9672
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
CA R0�
SEAL9��'
025490
IN
PROFESSIONAL SEAL
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DESIGN BY: MOS
DRAWN BY: MOS
PROJ. DATE: MARCH 2018
DRAWING NUMBER:
11-C2
WKD PROJ. NO.:
20120031.11. RA

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SPIN 797913042370 \ co
PROGRESS/ DUKE ENERGY NOTES:
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL POWER SAFETY REQUIREMENT HORIZONTAL AND VERTICAL
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ANY TREES REMOVED AROUND TRANSMISSION MAIN MUST BE CLEARED BY A CERTIFIED ELECTRICAL TREE REMOVAL
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CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY ENCROACHMENT REPRESENTATIVE PRIOR TO CONSTRUCTION IN DUKE
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4.
ACCESS TO ELECTRICAL FACILITIES MUST BE MAINTAINED AT ALL TIMES. AN UNOBSTRUCTED, LEVEL AND 30 FOOT WIDE ACCESS
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WAY MUST BE MAINTAINED ADJACENT TO AND UNDERNEATH THE OVERHEAD CONDUCTORS AND TO EACH TRANSMISSION
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STRUCTURE FOR DUKE ENERGY TO PERFORM ROUTINE MAINTENANCE AND EMERGENCY REPAIR.
5.
REFUELING OF EQUIPMENT INSIDE DUKE ENERGY EASEMENT IS PROHIBITED.
6.
CONTRACTOR SHALL NOT USE DUKE ENERGY EASEMENT FOR STOCKPILING OR STAGING.
7.
CONTRACTOR SHALL ADHERE TO ALL OSHA MINIMUM APPROACH REGULATION AS DEFINED IN OSHA 1910.333 AND OSHA 29 CFR
EXIST 6"
1226.1407-1411 (OSHA 29 CR 1226.1407-1411 APPLIES TO USE OF CRANE OR DERRICK).
8.
CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY ASSET PROTECTION RIGHT-OF-WAY SPECIALIST A MINIMUM OF 72 HOURS
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THE TRENCH SHALL BE COMPLETELY BACKFILLED AT THE END OF EACH WORK DAY.
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DDICKSON
EXISTING SAN SEWER LATERALS
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SHOWN (OR NOT SHOWN). ALL
communitV infrastructure consultants
EXISTING SAN SEWER LATERALS
ARE 4" VC TO IRON (UNLESS
720 CORPORATE CENTER DRIVE
OTHERWISE NOTED).
RALEIGH, NC 27607
CONTRACTOR SHALL REPLACE
(t)919-782-0495
ALL ACTIVE SEWER LATERALS
(f)919-782-9672
FROM PROPOSED CLEANOUT TO
PROPOSED SEWER MAIN WITH 4"
WWW.WKDICKSON.COM
PVC AND NEW CLEANOUT AT
NC LICENSE NO.F-0374
RIGHT-OF-WAY. INSTALL
CLEANOUT IN VALVE BOX IF
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SIDEWALK, OR PARKING LOT.
2. CONTRACTOR SHALL RESTORE ���•C..... i
NATURAL AREA LAWN AND ��.��.��FESS /p�9 9 o
DRAINAGE SWALE TO ORIGINAL SEAL
CONDITION. CONTRACTOR SHALL 025490
FINE GRADE TO ENSURE POSITIVE
DRAINAGE TO EXISTING DRAINAGE
• `cNG INFEATURES. FESCUEE��•' • .`
SHALL
BE USED N LIMITS OFOSWALE TO iRKW. F.\S ppm,,
ENSURE STABILIZATION IS
ACHIEVED DURING SIGNIFICANT PROFESSIONAL SEAL
RAIN EVENT.
3. CONTRACTOR SHALL BE
RESPONSIBLE FOR BYPASSING
ALL SEWAGE FLOWS DURING
SEWER INSTALLATION.
4. SEWER MAIN CORRIDOR ON THIS
SHEET LIES OUTSIDE A FEMA
SPECIAL FLOOD HAZARD AREA
(REFERENCE NC FLOODPLAIN
MAPPING PROGRAM, NATION
FLOOD INSURANCE PROGRAM,
FLOOD INSURANCE RATE MAP
PANEL 7969-07/03/07.
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DESIGN BY:
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DRAWN BY:
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PROJ. DATE:
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PROJ. DATE:
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DRAWING NUMBER:
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WKD PROJ. NO.:
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1. CONTRACTOR SHALL VERIFY
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WITH OWNER'S PROJECT
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OWNER TO LOCATE EXISTING SAN
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LOCATION TO INTERCEPT EXISTING
\ lull 1(1 5 Q o' ❑ DEPICTED ARE APPROXIMATE AND
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1111 1204.0 SY STA 4+97.11 SEWER LATERAL TO MINIMIZE COST
I \ Ili!ttitttl tt11t ±16 SY 4' DIP. STD MH &REPLACE TO BE REMOVED
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\ 11 ss `” til t LASS IV RCP �, I0 1 +0 2+00 3+00 4+00 5+ 0 4 PVC SAN SEWER \�
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ESP 96 HOURS PRIOR TO PERFORMING
�r r� - -� e - A LATERAL RE-ROUTES TO ARRANGE
�- Y i� \ t TEMPORARY ACCESS TO
_- �' a o I - ss� i �� ` V A PROPERTY AND RESIDENCES AND
_I �N �
z I 0
- \ fr \
� N � o o 1 _ I \, �( TO DISCUSS SEWAGE OUTAGE.
CC,,))o> >
Cl) - �v' v' PROPOSED SAN I �
> > - _ �� `� I �� // 5. CONTRACTOR IS RESPONSIBLE TO
SEWER LATERAL_ \ � \ \
FIELD VERIFY ALL UTILITY
=- = 0 - SEE NOTE 6, & SEE PROPOSED
(\ o�idARRIS, i
CLEANOUT LOCATIONS AND DEPTHS PRIOR TO
GAR WAYNE- 1 QUANTITY NOTE,
% � CLEANUP &SEED (TYP ALL LATERALS) & 45' BEND I / / -� INSTALLATION.
\ 947 CARS R SEE QUAN ITY NOTE, —
-o B 1138 , PG 2 - �� (TYP ALL L TERALS) WATER SE VICE TO I� - 26.6 SY \�� �\ 6. CONTRACTOR SHALL VERIFY
o BE REPLACE -D FROM \
=
IN 797913040260 �5p0YR- - - - CLEANUP & ETT JEFF R \ \ EXISTING SAN SEWER LATERALS
�b , \ \ EXIST METER TO MAIN - - 1 FESCUE SOD AND OTHERS \ n \ SHOWN (OR NOT SHOWN). ALL
- \goo STREAM CROSSING 11-S7, TYP, (QTY 6) -
�sooy \ N \ EXISTING SAN SEWER LATERALS
SEE NOTES 7 AND 9, - I - 963 CARTER ST \\
�= _�T N BRYAN T�� - - - - , 1 V ARE 4" VC OR IRON (UNLESS
11-S7 SEE DWG NO. , \ DB 808, PG 2001 ❑ \\ \
D9 FOR CROSSING 953 CA - / f OTHERWISE NOTED). CONTRACTOR
F�- - - - - - - L - PIN 797913031834 \\ ' SHALL REPLACE ALL ACTIVE
=_ REQUIREMENTS 1505, PG 2682 \ _So\ \ EKS RENTAL / a SEWER LATERALS FROM
o �'10�i� �� PI 797913041016 _ O\
PROPERTIES LLC - _ `O \ PROPOSED CLEANOUT TO
525 _ y \ \ 0u0"' _ -9_5 CARTER ST
� �' PROPOSED SEWER MAIN WITH 4"
t - , -HALEY ADB 132�So 576 /� VA i PVC AND NEW CLEANOUT AT
FSEEWG N . 11-C2 FOR -�ooiPIN797��139`1y ooY� \ \\\ RIGHT-OF-WAY. INSTALL CLEANOUT
WILLIAM BRIANER ST OUTFALL DYED FAA�IILY TRUSTS 955 CARTER ST IN VALVE BOX IF LOCATED IN ROAD,
AND PROFILE — so DRIVEWAY, SIDEWALK, OR PARKING
949 CARTER S� A,(OYB 1410, PG 1477 syn, LOT.
--
o DB -1138 , PG 2192 �F�fN 797913030998 \ / �/ \
PIN 797913040029 �� _ _ _ 1 7. CONTRACTOR SHALL PROVIDE
\ - \ "_ ' to - - - % BRIDGE MAT FOR EQUIPMENT
NAM STREAM CROSSING AND PROVIDE
(:(IFFFR AAAA R PI IMP AR(ll min TO
MAINTAIN CONTINUOUS FLOW OF
~ Lu 552 STREAM AND PROVIDE A DRY
o > CONDITION DURING INSTALLATION
U) OU OF SEWER PIPE.
0 0 = °� m
w ~o 2 � ti (q 8. SURVEY INDICATES APPARENT
U) o m � � co CONFLICT BETWEEN EXISTING
m L6 U O w rn J? 548 SANITARY SEWER AND EXISTING
++w z � 0- Q w O 24" RCP. CONTRACTOR SHALL
11_U)Q > > 0 o U) > REPLACE 24" RCP AT A CONSTANT
w U) z z 0- U) z SLOPE MATCHING EXISTING
INVERTS.
U- EXISTING GRADE
544 9. AN ORDINARY HIGH WATER MARK
ALONG PROPOSED
WAS NOT OBTAINED AT THIS
C14 w O SAN SEWER EXIST SMH LOCATION AND THE DITCH
CD BSE 0179 N CURRENTLY EXISTS AS A FULLY
w O /1-1
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m a 06 o? Z I I REMOVED CONTRACTOR WILL BE REQUIRED
g=0w (0 00- � �� ------- 540 TO RESTORE THE DITCH TO
0 2 0 Q C6 o7 co > EXIST 6" i� ��--_-- _- ---_ ORIGINAL GRADE.
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O (n - + _j 11 it D (APPROX
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communitV infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919-782-0495
(f) 919-782-9672
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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communitV infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919-782-0495
(f) 919-782-9672
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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STRUCTURES TABLE
NAME
STA.
TOP SLAB
ELEV
INV IN
INV�1T
1
7+31.79
525.81
521.53
521.27
2
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526.47
524.64
522.81
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Y
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Yr,
\ SHER OOD STEVE R / 0 97 LF TREE
/ CTIONA
80 HAMPTON ST Q1 I c"' PROT FENCE
SEE DWG NO. 11-C11 / 706 , PG 880 ^oma CONTRACTOR SHALL
FOR REMOVAL OF EXIST N 796912955679 `^ REMOVE & REPLACE 24 LF
AERIAL CROSSING (OR AS NECESSARY) 12" RCP
/ W/CONC COLLARS
PROPOSED MH N I PROPOSED
BSE 0427 \ a 283.4 LF 8" VCP MH BSE 0751
TO BE ABANDONED
5' DIA FLAT TOP MH PROPOSED 4' DIA STD MH i
PLUG EA END
STA 2+54.17 LATERAL STA 7+27.89
& GROUT FILL 5; IN =524
RIM EL=514.87 SEE NOTE 1, RIM EL=525.00
A=55°17'22" RT - -- -
REMOVE
TYP (QTY 2) 4=23°26'16" RT-
1 QV
� VE 53� ,lx
102.3 LF 8" VCP / & REPLACE
211.2 LF 8" VCP � � l
TO BE ABANDONED TO BE ABANDONED 15.7 SY EXIST ill i1
PLUG EA END PLUG EA END CONIC FLATWORK
& GROUT FILL 25
& GROUT FILL.,).
PROPOSED MH
BSE 0427A EXIST RSE 0428 i - l >l IN(1�")=523.27' ( w W/CONC COLLARS TEMPORARY
4 JA -FLAT `TOP MH oo� 24j 1l1 i �t � OUT 5 1� 732 z CONSTRUCTION
STA 3+88.79 (BRICK) TO BE l l l Xi O
U) INV=519.08' A �1 11 8L TREE ENTRANCE
RIM EL=514.82 52 ABANDONED tll t l i l po SEE II PROTECTION
4=16°34'12" LT 5 REFER TQ_ ooA ill l l l l l NOTE 4 �I �� FENCE WRIGHT KENAN
60F��pE PIPE SPEC 2,1 X7'00 N� 11 l l l
PLUG TYP ��� ' t l l 11 I o PO BOX 661
- - - - - - - -
/ = ti TRIBUTARY 3 TO l 11�Y 111
f RIM EL -517.02 \ , INV IN=514.07 805 MPTON ST o PIN 79691295765
SMH BSE 0425 dr _ MATRIMONY INV OUT=514.07 l / / SHALL REMOVE & 2
v _ 8a CREEKINV l lit / o REPLACE 56 LF (OR I DB 711 PG 187
/
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INV IN=505.00 t A, `� 4+00 SILT FENCE t t l llt �/ / / AS NECESSARY) 24" w I PIN 7 6912954642
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/
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IPROPOSED MH
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o RESTORE LAWN �0 BSE 0429
l heap llllt ll Illi ill / s 4'DIASTDMH
X APPROX. 88LF 1C n,
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/ l l l l 11 hb��l l l l l l l 1 i l 1 1 111 l ll l l l l �l111 l l l l �� 11 I l l i I FESCUE SOD
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llltllltl llltlllt 11-W1 111 It ltll � _ ( )
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PLUG EA END 0.36 AC ,�� 6 0 I R RIM EL=532.72
\ 44 t l 111 111 5? _--- l 11111 iTl T t -1 t l l l t l l l t l I A=89°53'55"' RT
/ �� \ &GROUT FILL 1111 111 111CLEAR ll l 111 l 111 l 111 l lllllll l 111 l 111 l 111 llllllll ll l 111 l ll �" -n
°� T u, 0
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�A.C' / / LIMITS OF DISTURBANCE 1 1l1 goo EXIST TREES ALONG TOP OF O o
�j �� 11 l l 1 Kl 111 t / / oo�' -� 10R� CONIC DRIVE UI C� I1 II
\� / NOT TO EXCEED TOP OF O h1 111, �XIST S \ 01 w BANK AND NEAR BLDG SHALL 141.8 SY EXIST o .-2.
BANK (TOB NOT SHOWN) !11
>` It tll tt / - ��� - � o�� HAVE THE STUMPS LEFT IN - II "
1� BSE 0427 ��o0 1ooYR� ��o _ ��.qo9- �I A A
BRICK TO BE s o EXISTING PLACE TO AID IN BANK & CONTRACTOR SHALL a ml a, a, MO R SE N LEIG
,\0 2941.5 �'(G /`� t ltll It /
(BRICK)
FOOTING STABILIZATION TYP. REMOVE & REPLACE 64 LF m � L, � 21 MILL RD
\\`\ N 1 PROPOSED MH 0 2941.5 SY ABANDONED WETLAND ( )
N G , o' 11 t t 1 1111 / -A�° CLEANUP, SEED REFER TO v BOUNDARY (OR AS NECESSARY) 24" RCP in� 1 141 PG 44
QHS \0 P- Q I�5 / BSE 0424A PROPOSED 20' �h '
2, 5 Q- i i i 1 I i i � & STRAW W/NET SPEC 01 27100 pp9 t W/GONG COLLARS Q PI 796912957421
(BSW-1), PERMANENT CITY OF
g1`Z$ 5' DIA FLAT TOP MH �G / l t l t 11 E�T?M ���s TEMPORARY
vv ��6 STA 0+00.00 t 11 LYI 1 i t S 0425 LIMIT OF DISTURBANCE, ( EDEN UTILITY ESMT
RIM EL=514.85 �Y 11}xltl / �O- DISTURBED AREA= 0.61 AC IMPACT \
�r \� 11l Xlill
/ A=24°44'03"RT �,�Q' ll 111 REMOVED E = 0.01 AC) PROPOSED MH HUFF EORGE M JR FOR
SEE DWG NO. 11-C10
BSE 0428 p FOR HAMPTON ST
4' DIA FLAT TOP MH 811) IAMPTON ST ° REPLACEMENT
I I
STA 5+12.32 DB 845 , PG 990 � PLAN AND PROFILE
SEE DWG NO. 11-C14 �� 1t1 11 1 /^ PIPE RIM EL=520.24 PIN 796912955446
/ FOR CONTINUATION l 11,1 t / Typ F RG S RITA H A=38°53'41" LT IP
/TYP MABE D VID RAY 317 HA RIS ST HUTCHERSON
111 1 11111 / 808 B YANT ST HU CHER WATKINS MAXINE L
HILL BARBARA 4 8, PG 50 HAR D GEORGE I I I Z
� HA OL GEORGE I 821 HAMPTON ST I I
536
532
528
1%111 / 901 BRENTWOOD RD DB 14 , PG 1727 PIIN 79691295231 N
Q) L' 111 0 �`' c�"�� I IN 79 912951338 1 1 15 HARRIS S I 1 ARRIS DB 813, PG 2141 Ln w
EXIST SMH DB 48 7 PIN 796912953 89 SCALE:1 "=40' � Q
BSE 0424 PIN 796 128 82 I PI 7969129523 8 I PIN 796912955344 w <
LL w
z EXISTING INLETS 1 & 2 = _ > e0 coLU
= O
N w z w TO BE REMOVED -o 2 OU rn"o m
C5:; 2i w g Q o o AND REPLACED UJ o w 0 00 N Ln
nj N II
w=� U) wz w=�Q w SEE TABLE FOR RIM
O�Q J��Li)z
co 2Q zIt � o Q w2ELL z &PIPE INV, TYP aQ 00wz0
a- I - w_ Co- w= m Hw o= Oo-mQ�>>
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c i M O p w N -
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� o m < 2i > > > O a Q J + _j II � O p - m Q z > > CONTRACTOR SHALL (OR AS NECESSARY) 24"
aLn�Cucn II �zzz aQ�Oc�w- n �_xr>zz REMOVE & REPLACE 64 LF
100 YR FLOOD
ELEV=526.20'
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516 \\ /
512
m
EXIST SMH
BSE 0424
(BRICK) TO BE
REMOVED
0.96%
504 PROPOSED 144_93 LF 18DIP@ _ _
500
LID
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w
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a06W z
EXIST SMH
BSE 0425
(BRICK) TO BE
REMOVED
II
BORING
(PWR)
ELEV=512.00
' SED 109.24 LF 8" DIP@ 0.76C/C
ROf��
_ APPROX. 88LF 18" DIP
TO BE ABANDONED
_ PLUG EA END
U & GROUT FILL
0o m�2>>
a_ ;t 3:.6cnEz z
APPROX
EXISTING GRADE
ALONG EXISTING
SAN SEWER
/ I
/
r BORING
(PWR)
ELEV=512.50
� - - RCP W/GONG COLLARS,
(OR AS NECESSARY) 24" RCP SEE DET DWG D8
W/CONC COLLARS,
SEE DET DWG D8 EXIST 12" CMP
TO BE REMOVED
AND REPLACED O '
PROPOSED 1O
SAN SEWER / - -
LATERAL,TYP ,
(APPROX ELEV)
BORING _
(PWR)
ELEV=515.00 /
0
ih
0
/ PROPOSED
0
PROPOSED
ANTI -SEEP
COLLAR
SEE DETAIL
SHEET D12
SCALE: HOR 1"=40'; VERT 1"=4'
PROPOSED I
DESIGN BY:
64 LF CLASS III 24"
DRAWN BY:
PROPOSED
PROJ. DATE:
BORING
CONNECT EXIST
(RNE)
MH BSE 0752
ELEV=515.50
U
8" PVC TO
4' DIA STD MH
�
PROPOSED MH
STA 8+02.89
I �'
SEE DET, DWG D1 SMH BSE 0429
( ) RIM=532.68
1. CONTRACTOR SHALL
RIM EL=528.61
I
I
I
A
p INV IN=522.48
z
A=15°20'13"RT
O
SEWER LATERALS SHOWN
c�� INV IN=522.48
EXISTING CONCRETE
RIM=525.64' $k�
(OR NOT SHOWN). ALL
U
/ INV IN=522.46
DRIVEWAY SHALL NOT
I-5�.�4-V
I
W
/ INV OUT 22.23 BE USED BY THE
LATERALS ARE 4" VC OR
Q
EXIST
IRON (UNLESS OTHERWISE
SpofU�t1T=523.06'
6" CI WATER MAIN,
z
NOTED). CONTRACTOR
CONTRACTOR FOR SITE
Y
I
SHALL REPLACE ALL
-'- CONNECT EXIST
ACCESS OR EQUIPMENT
ACTIVE SEWER LATERALS
0
8" PVC
MOBILIZATION.
FROM PROPOSED
Lij
EXIST SMH
C:) PROPOSED MH
CLEANOUT TO PROPOSED
U)
BSE 0429
M O (SEE DET, DWG D1)
PROPOSED ±40 LF
(BRICK) TO BE
AND NEW CLEANOUT AT
6" DI WATER MAIN,
�tll i 11111
4'
J
2 62.2 SY JUTE MAT
SEE NOTE 3
CLEANOUT IN VALVE BOX IF
Ljj
0
PERM LINER, SEE
LOCATED IN ROAD,
1
>
N
Ul DET DWG NO. D12
z
z
PARKING LOT.
`CONTRACTOR SHALL
LU
01:
LU
0
IP
REMOVE & REPLACE 48 LF
I =524.62'
SHALL REMOVE
(OR AS NECESSARY) 24" RCP
SHALL BE COMPLETED
BSE 0427A EXIST RSE 0428 i - l >l IN(1�")=523.27' ( w W/CONC COLLARS TEMPORARY
4 JA -FLAT `TOP MH oo� 24j 1l1 i �t � OUT 5 1� 732 z CONSTRUCTION
STA 3+88.79 (BRICK) TO BE l l l Xi O
U) INV=519.08' A �1 11 8L TREE ENTRANCE
RIM EL=514.82 52 ABANDONED tll t l i l po SEE II PROTECTION
4=16°34'12" LT 5 REFER TQ_ ooA ill l l l l l NOTE 4 �I �� FENCE WRIGHT KENAN
60F��pE PIPE SPEC 2,1 X7'00 N� 11 l l l
PLUG TYP ��� ' t l l 11 I o PO BOX 661
- - - - - - - -
/ = ti TRIBUTARY 3 TO l 11�Y 111
f RIM EL -517.02 \ , INV IN=514.07 805 MPTON ST o PIN 79691295765
SMH BSE 0425 dr _ MATRIMONY INV OUT=514.07 l / / SHALL REMOVE & 2
v _ 8a CREEKINV l lit / o REPLACE 56 LF (OR I DB 711 PG 187
/
RI M_ �� 421 LF 5+00 w ��
INV IN=505.00 t A, `� 4+00 SILT FENCE t t l llt �/ / / AS NECESSARY) 24" w I PIN 7 6912954642
/ V OUT=504.96 11-S11 �- 8 VCP i tl l - -o'er T RCP W/CONC
/
' F5 �° 1111
Mill -SS - - - SS- l COLLARS LF Top
IPROPOSED MH
SILT FENCE sA n
o RESTORE LAWN �0 BSE 0429
l heap llllt ll Illi ill / s 4'DIASTDMH
X APPROX. 88LF 1C n,
6� Tll l �2Q t 1 u l l I t l t l l 398.9 SY TURF/
18" DIP TO BE , / STA 0+00.00 (HAMPTON ST)
/ l l l l 11 hb��l l l l l l l 1 i l 1 1 111 l ll l l l l �l111 l l l l �� 11 I l l i I FESCUE SOD
ABANDONED lt1 l - � / I �- =C -17A 8+27.89 ELM ST ESMT
llltllltl llltlllt 11-W1 111 It ltll � _ ( )
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1� BSE 0427 ��o0 1ooYR� ��o _ ��.qo9- �I A A
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4' DIA FLAT TOP MH 811) IAMPTON ST ° REPLACEMENT
I I
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DRAWING NUMBER:
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communitv infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t)919-782-0495
(f)919-782-9672
WWW.WKDICKSON.COM
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RIM=514.45 O ENCASEMENT W/18" RJDI \ 5' DIA FLAT TOP MH
INV IN=505.00 x FLOW OF STREAM AND PROVIDE A DRY Cn & GROUT FILL SEWER INSTALLATION. 720 CORPORATE CENTER DRIVE
INV OUT=504.96 00' INSTALLED BY BORE & 4 STA 6+39.58 CONTRACTOR SHALL NOTIFY RALEIGH, NC 27607
CONDITION DURING REMOVAL OF AERIAL JACK METHOD 0.12% = N RIM EL=519.73
PROPOSED MH �° CROSSING (±75 LF TOTAL DRY CONDITION) @ I t 46.5 SY JUTE MAT - ° ' RESIDENTS/BUSINESS (t)919-782-0495
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OWNERS OF CIPPL
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346.6 LF 18 VCP \ WWW.WKDICKSON.COM
STA 1+44.93 (ELM ST ESMT) CROSSING REQUIREMENTS C MINIMAL CLEARING & GRUBBING REPAIRS AND TO REFRAIN
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� PROPOSED MH PLUG EA END RIM=527.65 r O \ � _ �.,� TO LIMITS OF PROPOSED 20 PERM Z
RIM EL=517.02 �° '' 18" DIP TO 6' CONTRACTOR SHALL SUBMIT
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- �5' DIA FLAT TOP MH INV IN=507.65 717 TO BE ABANDONED PROPOSED MH DETAILED WORK PLAN
79.9 LF 18" VCP ` PROPOSED INV OUT=506. 9 - (J) a- PLUG EA END (SEE DET, DWG D1) EK - SHOWING HOW ALL SEWAGE
"",AL ON FLOWS WILL BE BYPASSED.
TO BE REMOVED ~� � -� GG � � STA 1+03.63 20' PERMANENT � � I� I - - -� � ---- IM
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0- 180 0 0 CLEANUP, SEED - 2. CONTRACTOR SHALL p i
�\ I BORE & JACK 4 _ - �� .: •FESS 1u4 9
- & STRAW W/NET - - - MAINTAIN TWO WAY TRAFFIC
- - - -FLWY-- �- I\ L� Y - ss NG -- _-_ _ SILT FENCE 10, W :QUO �9�.•
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±120 SY CLASS II 11 IS11 \� - - _� = _ _ + - _ - - 8+00
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+ - - _ / / I - - OUTLET, -j :•FN ��•;
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r' r �� 3� OVERHANG
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/ STA 1 +62.55
& GROUT FILL PROPOSED MH BARRICADE PUMPS T O
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° / NyC Rye o STA 3+08.23 ao 2 1491.4 SY EXIST - - -
y RFF RIM EL=515.85 I �� - X19 - EXIST 25' CITY OF EDEN
K 0-15'01'32"LT a _ _ GRAVEL DRIVE \� \ _ _ _ \ O 0
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-1572.2 SY -- I ���� �� p� - -- 1p RIGHT OF WAY
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/ �Oy�� &GROUT FILL I PROPOSED \ ��_ os_ _ --o
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GRADING LIMITS STRAW I &STRAW W/NET \ SO ADEQUATE DISTANCE IS >
} � PROPOSED I a I SHORING NG ACTIVE -619.7 SF PROPOSED �`y�ops\°off - - PROVIDED FOR MOTORISTS Lu
0 o PROPOSED MH BSE 0753 TEMPORARY U i MH BSE 0755 �� _ _ i 100YR- - -10 TO REDUCE SPEED.
cr-
SEE DWG NO. 11-C9 0 5' DIA FLAT TOP MH I �+ c6'o 100YR� - --2i.100s-
/ FOR PROPOSED ELM ST CONSTRUCTION �, REMOVE 4 DIA STD MHS
STA 3+76.24 I I 10 STA 5+49.92 fi 3. CONTRACTOR SHALL VERIFY
REPLACEMENT PLAN & ENTRANCE, TYP r) p & REPLACE NA0os--
/ PROFILE / RIM EL=519.40 r 1 C W RIM EL -526.61 ALL EXISTING SEWER
/ / ° -� cn O 162.7 SY ° - LATERALS SHOWN OR NOT
o= 46'33'58" LT 92.0 SY 2 ASPHALT MI LING o I m X EXIST ASPHALT A= 80'35'47" RT ( z
/ AND OVERLAY, (TYP N DOT O U) PAVEMENT SHOWN). CONTRACTOR O
3 LANE SECT N), �" I SHALL REINSTATE AND
g o o� PER NCDOT STiD'S I PROPOSED MH REHABILITATE ALL EXISTING U
�� (THERMOPLASTIC PAINT) I I I BSE 0754 ACTIVE SEWER LATERALS
/ _ / ❑ I 4' DIA STD MH WHERE CIPP LINER IS
o . (DOGHOUSE) INSTALLED, TYP., UNLESS W
EXIST SMH STA 4+86.62 - ■ OTHERWISE SHOWN ON THE Q
\ BSW 0112 RIM EL=529.58 PLANS. REHABILITATION OF U)
\� s SCALE:1 "=40� 1 �= 77°44'17" LT LATERALS SHALL BE IN z
ca c ? cn \ r o 1
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Q I SECTION 33 12 14. 0
a 532 C0 u- _ Z UTILITY NOTES:
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W = Z - _ ❑ ❑ rn N ao STREAMS AND AERIAL LL Q
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w otS %� w<w0coLno � N W> Lc) W> dln�0C'n o W> OSS
100 YR FLOOD 1- 2 ❑ / � _ 100 YR FLOOD
F N W I- z w O w I- o+ J L,o g❑ n o Q z O Q ❑z n 2. SEWER CROSSING Q Q
Qwg� p-��Qwz w=�Q z ELEV=526.2' _ ���� z / v_ ELEV=526.2' _ J Q z
_ Q _ O APPROX TOE = 2 Q Z STREAMS SHALL NOT
w ai�� �g zz a-lo�.6�Ezz m��w 000 co OF N�O0 / OF SLOPE m��w 000� HAVE JOINTS BELOW W Z J W
0 524 -°o 2 LL 06 w oN bo °�° = tZ T > `„ = � w � O O O 0 06 M / T- T � � C\!
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❑ Orn o w Q ❑ ii co `�' U) = z cn J W W O J LO - / W Q W ❑ 6 Lo �� o ii EXISTING GRADE SURFACE ELEVATION) OR W
w Q W U O n � � Lf' U) -i W w N Ln J o �� 00 00 O w ~ � + � W ii �/ EXIST 12" � i mow"' �� w Li' ~ WITHIN TWO FEET OF Q
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W J Ln O w~ + w �� EXISTING GRADE = a~> 00 Q °' W~ z Q J o W~ z OTHERWISE NOTED. O
OwI-❑�+ �1 11 1� ¢:0 O =O ��� ❑�mQ� » Oa�OQ z_O SAN SEWER BANKS UNLESS
W+ o ❑ w Q w z O O- O z- WATER LINE
s �Q< <W1zz0 OF:j z>> ALONG PROPOSED I-O0c� -co �_ > �_w ❑gym » z U =
r O❑��Q gz»> 0 - �-wZ Z ❑I-� CVL6O Lon dLn>o6ul) >z z din ~-wz z r
�_ �Ol-cq-w w���scn�>__ SAN SEWER wQ�❑ o „ 1 520 ~
520 -0- � m W ii > z z z U) -j w W 00 `� PROPOSED 12'X10'
CLASS II RIP RAP Q Q J w z O BORE &JACK 3. RIP RAP STABILIZATION J Q O W
BANK STABILIZATION, O p� m Q g- 1 SHALL BE COMPLETED 0 W
SEE PLAN
co
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PROPOSED PIPE TOE OF DISTURBANCE, UPON z z
CENTERED ON SLOPE REMOVAL OF BRIDGE MAT U) W _ W z
516 STREAM, SEE AND WHEN ALL WORK 516 W c 0 0
No UTILITY NOTES 1 DOWNSTREAM IS (n Q C
z COMPLETED. PROVIDE O z m G
w SILT FENCE ON TOE OF W
w I 1 SLOPE, EA SIDE OF BANK 0 W O
EXIST 6" VCP_ CONNECT EXIST ( ) W W Q
512 I I \\ SAN SEWER 18" VCP TO 512 CC
\ / PROPOSED PROPOSED 142.4 LF OF 36" x PROPOSED MH 0-
U G
w EXIST SMH 40'X20' BORE & 0.375" STEEL ENCASEMENT
(SEE DET, DWG D1) Lu Cn w
EXIST SMH \ W/18" RJDI INSTALLED BY BORE W
U B E 0425"'---(BRICK)
JACK ENTRY PIT
(BRICK) TO BE ( RICK)TOB &JACK METHOD @0.12% ______________ W z ( W
o. E OVED REMOVED F11110
50 _ ----------- -
382.25 LF EXIST 18" VCP @ 0.21% % w Z
= 508 W
PROPOSED 145.68 LF 18" PVC@ 0.16%
c II II ---------------
- - - - - - - - - - - -
a � m o
II PROPOSED
0 PROPOSED 15.4 LF OF 18" RJDI PROPOSED
58.9 LF OF 18" PVC PROPOSED 382.25 LF OF O
PROPOSED @ 0.12% 89.7 LF OF 18" DIP 18" IN SITU LINING V-
504 U @ 0.12% BORING B-9 68.0 LF OF 18" PVC °
Ln PWR p� °.-.. @ 0.12 /0 504 r PROJ. MGR.: MWF
m o 79.9 LF 18" DI ( ) °'10'° ALIGNMENT A
DESIGN BY: AB, ATM, MOS
ELEV=501.50
TO BE REMOVED PROPOSED z DRAWN BY: AB, ATM, MOS
cn + -1 PROPOSED 4.0 LF OF 18" RJDI SCALE: HOR 1 "=40'; VERT 1 "=4' BORING B-8
PROJ. DATE: MARCH 2018
U) j w Q w 103.6 LF OF 18" DIP @ 0 12% (PWR) DRAWING NUMBER:
500 w m v~i @ 1.24% ELEV=503.50 500
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ss_ M _ EROSION CONTROL 0.03 AC _ j i
- _ _ _ �, INV IN -503.97 (84 SY CLASS II RIP RAP
-SSS & GRUB INV OUT=503.9
BANK STABILIZATION)
R/V�css� _ _ - �� 3a 9� 381.1 SY TOTAL BOTH SIDES
I S% Dp -_ _ Mrff x 33 CLEANUP
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7S - _ _ O STRAW 4' DIA FLAT TOP MH
STA 3+81.87 4
RIM EL=513.52
REMOVE 423°29'04"
1 \
\ \ \ & REPLACE \ SMH,BS 0559
\ 32.0 SY 134 LF RIM=X13.52 ,
EXIST ASPHALT � INV IN=5'Q6.92 -
/ SILT FENCE INV OUT=5p6.42
PAVEMENT \ Oj �0 M BSE 0549
' TEMPORARY ROCK \ \ 7O>� ��\ \0.04 AC�1.I�
' SILT CHECK, TYPE B '
SMH BSE 0549
\ RIM=513.14
\X1INV IN=504.59
\. INV IN=504.14
\ \ \ \ \ \ PROPOSED INV OUT=504.09 I
\ 20 PERMANENT
r'0 CITY OF EDEN
\ \ UTILITY ESMT TEMPORARY
CONSTRUCTION -
Y ENTRANCE
`-<700y \ SMH BSE 0506
9
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SCALE:1 "=40'co
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I I I 4'DIASTMH
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Il I STA 4+71.49 �\ \ Sis\ \� ;� ;� _ _ _ I I III I I 1 I Ico
\ I RIM EL=511.70 �\ \ \ \ - , ---DD.GEVFEWt 10EMETERY INC
I I A= 3°43'47" LT \ 00- , �- -\\I 135 NC 135
+00 I III IIII I I p 1
r-\ _ _ PIN7969 6835889 I I I IIIA I I ISI I I / I I 5 SMH BSE 0557
RIM -511.70 _ I I I I I I I I I I I
\ INV IN=507.49 \ ±275 LF TO -- I I I I I I I I I I I I Icoco
INV OUT=507.45- I
SMH BSE 0 ani+ MOl I -�- 1
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MO� - 30?J MO
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11-S1 +itl~ I MOl 2i�
APPROX 13 HOUSES, EXIST SMH
r�tt BSE 0556
I/
r 1 I i Y i I y i I
y 1 COMMERCIAL BLDG &SMALL 1
RETAIL CENTER SERVED
REMOVE II 1 1 1 1 l i I
III II' I I CLEAR & REPLACE
&GRUB., 34.9 SY
o
EXIST ASPHALT
I EXIST SMH PAVEMENT
DAVES CONSTRUCTIUIN l
60 LF BSE 0559 SMH BSE 0558 SI RVICE, INC, / III III I
SILT (BRICK) RIM=511.55 1528 NC 135 ( I
TO BE REMOVED INV IN=507.34
I
FENCE I _ INV OUT=507.34 \ I PII� 79691285 136
14.2 LF 8" VCP I
41.6 LF 8" VCP TO BE REMOVED
TO BE REMOVEDEXIST SMH I I I I I I I C) I
PROPOSED MH BSE 0559 BSE 0558 I I I I I III I I I I
4' DIA FLAT TOP MH (BRICK) I I I I I I I I
-STA 3+38.89 TO BE REMOVED (I I I ( I I I I
RIM EL=513.46 I I I III I I I I I
i
=18°3'45" LT I I i IIII III I I II I
I
CONNECT EXIST SEE DWG NO. 11-C14 FOR
I I I I
8" VCP TO PROPOSED TEMPORARY I I I I I I I Il II I II I
PROPOSED MH CONSTRUCTION ACCESS I I o I I
(SEE DET, DWG D1) 0 X I 1 I ?I I I I I I I
o
CONSTRUCTION NOTES:
1. WIDTH SPAN OF CREEK IS GREATER THAN
40 FEET, WHICH IS TYPICALLY THE
LONGEST SPAN OF A TEMPORARY BRIDGE
MAT. THEREFORE, ACCESS HAS BEEN
PROVIDED FOR CONTRACTOR TO WORK
FROM BOTH SIDES OF CREEK AND SHALL
NOT CROSS CREEK WITH EQUIPMENT.
ACCESS TO THE WEST BANK SHALL BE
PROVIDED THROUGH A RIGHT OF ENTRY
UTILIZING AN EXISTING PAVED CORRIDOR
FROM AN EXISTING DRIVEWAY ADJACENT
TO WASHINGTON STREET. PRIOR TO
BEGINNING WORK, CONTRACTOR SHALL
COORDINATE WITH OWNER'S PROJECT
COORDINATOR AND ARRANGE A MEETING
WITH THE PROPERY OWNER TO DISCUSS
THE ACCESS ROUTE THROUGH THIS
PROPERTY AND DEVELOP AND
IMPLEMENT MEASURES TO AVOID ANY
DISRUPTION TO OWNER'S USE OF THE
PROPERTY AND BUSINESS OPERATIONS.
RIGHT OF ENTRY SHALL NOT BE UTILIZED
FOR ANY STORAGE OR STAGING WITHOUT
LANDOWNER'S CONSENT AND AN
AGREEMENT INDEMNIFYING THE CITY OF
EDEN AND DESIGN ENGINEER.
CONTRACTOR SHALL PROVIDE THE
FOLLOWING PROVISIONS FOR THIS RIGHT
OF ENTRY:
A. PERFORM THOROUGH
PRE -CONSTRUCTION VIDEO OF
CONSTRUCTION ACCESS CORRIDOR
DOCUMENTING PAVEMENT CONDITION.
B. MAINTAIN CONTINUOUS ACCESS TO THE
BUSINESS. UNDER NO SUCH
CIRCUMSTANCE SHALL CONTRACTOR'S
USE OF ACCESS RESULT IN LOSS OF
BUSINESS ACTIVTIES, STORAGE OR
PARKING.
C. PRVIODE SAFE ACCESS THROUGH ROUTE,
OBEYING A SAFE SPEED AND PORIVIDNG
TRAFFIC CONTROL, FLAGGING OR OTHER
MEANS NECESSARY TO ENSURE A SAFE
SHARED USED OF THIS RIGHT OF ENTRY.
2. ALL WORK TO CONSTRUCT THE
PROPOSED AERIAL CROSSING AND
REMOVAL OF THE EXISTING AERIAL
CROSSING SHALL BE PERFORMED IN THE
DRY CONDITIONS UTILIZING A COFFER
DAM AND STREAM PUMP AROUND WORK
PLAN.
3. SEWER FROM SSMH BSE 0558 TO SSMH
BSE 0557 INCLUSIVE OF PORTION
THROUGH ENCASEMENT SHALL BE
HYDROSTRATICALLY TESTED TO 150 PSI
HELD FOR 2 HRS PER WATER MAIN
TESTING REQUIREMENTS
4. STREAM CROSSING SHALL NOT HAVE
JOINTS WITHIN TWO FEET OF BANKS
UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL SUBMIT A DETAILED
SEWAGE BYPASS PUMPING AND
CONSTRUCTION SEQUENCE PRIOR TO
BEGINNING WORK. WORK PLAN SHALL
ADDRESS THE FOLLOWING
REQUIREMENTS:
A. CONTRACTOR SHALL KEEP THE EXISTING
SEWER IN SERVICE UP TO SSMHO559 AND
UTILIZE IT AS A BYPASS PUMP LOCATION
TO REFRAIN FROM HAVING TO ERECT A
TEMPORARY AERIAL BYPASS PIPE
CROSSING.
B. CONSTRUCT THE PROPOSED SEWER
INCLUSIVE OF THE AERIAL CROSSING
FROM SSMH BSE 0559 TO A SAFE
WORKING DISTANCE FROM EXIST SSMH
0557.
C. INSTALL SECOND BYPASS PUMP LOCATED
AT EXIST SSMH 0556 TO BYPASS FLOW
AROUND EXIST SSMH 0557 TO EXIST SSMH
SO IT CAN BE REPLACED AND THE
EXISTING UPSTREAM SEWER
RECONNECTED TO IT.
D. PROPOSED SEWER AND MANHOLES
BETWEEN PROPOSED MANHOLES BSE
0559 AND BSE 0557 SHALL BE TESTED AND
OPERABLE PRIOR TO DIVERTING FLOW
AND DISCONTINUING BYPASS PUMPING
E. COMPLETE MANHOLE AND PIPE REMOVAL
AND ABANDONMENT.
UTILITY NOTES:
1. PIPE THROUGH ENCASEMENT AND FOR
SUBMERGED STREAM CROSSINGS
SHALL BE FACTORY RESTRAINED.
2. SEWER CROSSING STREAMS AND
AERIAL CROSSINGS SHALL BE
HYDROSTATICALLY TESTED TO 150 PSI.
3. SEWER CROSSING STREAMS SHALL
NOT HAVE JOINTS BELOW STREAM
CHANNEL (NORMAL WATER SURFACE
ELEVATION) OR WITHIN TWO FEET OF
BANKS UNLESS OTHERWISE NOTED.
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�D KSON 1
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t)919-782-0495
(f)919-782-9672
WWW.WKDICKSON.COM
INC LICENSE NO.F-0374
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• SEAL
025490
'�i���'• GINE•••
PROFESSIONAL SEAL
PROJ. MGR.:
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DESIGN BY:
AB, ATM, MOS
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PROJ. DATE:
MARCH 2018
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PROPOSED 84
BSE 0558
_
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RIP RAP
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512
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I I I
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512
EXISTING MANHOLE
I I EXIST SMH
I I
EXISTING MANHOLE
TO BE REHABILITATED
~
TO BE REHABILITATED
REFER TO SPEC
BSE 0559 I APPROX
(BRICK) TO BE 1 OHWM = 510.51
EXIST 8" VCP @ 0.50%
REFER TO SPEC
SECTION 33 01 37
REMOVED
508
SECTION 33 01 37I
I _ - -
LJ
508
CONNECT EXIST
--- _-- I
I
8"VCPTO
-
_______
- - - 0
--���--------------I
115.0 LF EXIST 18" VCP @ 0.10%
---__ -
o� - _ - PROPOSED I I
I
PROPOSED MH
(SEE DET, DWG D1)
504
155.4 LF EXIST 18' VCP @ 0.40%
----I I--------------�
I 43.0 LF OF 8" DIP I
504
I----------
___ -
a
o I
LJ @1.93/o I
PROPOSED
LJ
CONNECT EXIST PROPOSED
27.6 LF OF 8" RJ DIP
PROPOSED
8" VCP TO 9.0 LF OF 8" RJ DIP
@ 0.78%
155.4 LF OF
PROPOSED MH @ 0.78%
STA 4+44.04
18" IN SITU LINING
(SEE DET, DWG D1) STA 3+90.86
ELEV. 506.79
500
500
ELEV. 506.42
PROPOSED 52.0 LF
SEE DWG D5 FOR
16"x0.375" STEEL
AERIAL PIPE
ENCASEMENT W/ 8"
CROSSING DETAILS
RJDI PIPE @ 0.50%
496
74.6 LF 8" SPIRAL STEEL
496
AERIAL CROSSING
TO BE REMOVED
SCALE: HOR 1 "=40'; VERT 1 "=4'
492
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2+00
3+00 4+00
5+00 6+00
7+00
CONSTRUCTION NOTES:
1. WIDTH SPAN OF CREEK IS GREATER THAN
40 FEET, WHICH IS TYPICALLY THE
LONGEST SPAN OF A TEMPORARY BRIDGE
MAT. THEREFORE, ACCESS HAS BEEN
PROVIDED FOR CONTRACTOR TO WORK
FROM BOTH SIDES OF CREEK AND SHALL
NOT CROSS CREEK WITH EQUIPMENT.
ACCESS TO THE WEST BANK SHALL BE
PROVIDED THROUGH A RIGHT OF ENTRY
UTILIZING AN EXISTING PAVED CORRIDOR
FROM AN EXISTING DRIVEWAY ADJACENT
TO WASHINGTON STREET. PRIOR TO
BEGINNING WORK, CONTRACTOR SHALL
COORDINATE WITH OWNER'S PROJECT
COORDINATOR AND ARRANGE A MEETING
WITH THE PROPERY OWNER TO DISCUSS
THE ACCESS ROUTE THROUGH THIS
PROPERTY AND DEVELOP AND
IMPLEMENT MEASURES TO AVOID ANY
DISRUPTION TO OWNER'S USE OF THE
PROPERTY AND BUSINESS OPERATIONS.
RIGHT OF ENTRY SHALL NOT BE UTILIZED
FOR ANY STORAGE OR STAGING WITHOUT
LANDOWNER'S CONSENT AND AN
AGREEMENT INDEMNIFYING THE CITY OF
EDEN AND DESIGN ENGINEER.
CONTRACTOR SHALL PROVIDE THE
FOLLOWING PROVISIONS FOR THIS RIGHT
OF ENTRY:
A. PERFORM THOROUGH
PRE -CONSTRUCTION VIDEO OF
CONSTRUCTION ACCESS CORRIDOR
DOCUMENTING PAVEMENT CONDITION.
B. MAINTAIN CONTINUOUS ACCESS TO THE
BUSINESS. UNDER NO SUCH
CIRCUMSTANCE SHALL CONTRACTOR'S
USE OF ACCESS RESULT IN LOSS OF
BUSINESS ACTIVTIES, STORAGE OR
PARKING.
C. PRVIODE SAFE ACCESS THROUGH ROUTE,
OBEYING A SAFE SPEED AND PORIVIDNG
TRAFFIC CONTROL, FLAGGING OR OTHER
MEANS NECESSARY TO ENSURE A SAFE
SHARED USED OF THIS RIGHT OF ENTRY.
2. ALL WORK TO CONSTRUCT THE
PROPOSED AERIAL CROSSING AND
REMOVAL OF THE EXISTING AERIAL
CROSSING SHALL BE PERFORMED IN THE
DRY CONDITIONS UTILIZING A COFFER
DAM AND STREAM PUMP AROUND WORK
PLAN.
3. SEWER FROM SSMH BSE 0558 TO SSMH
BSE 0557 INCLUSIVE OF PORTION
THROUGH ENCASEMENT SHALL BE
HYDROSTRATICALLY TESTED TO 150 PSI
HELD FOR 2 HRS PER WATER MAIN
TESTING REQUIREMENTS
4. STREAM CROSSING SHALL NOT HAVE
JOINTS WITHIN TWO FEET OF BANKS
UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL SUBMIT A DETAILED
SEWAGE BYPASS PUMPING AND
CONSTRUCTION SEQUENCE PRIOR TO
BEGINNING WORK. WORK PLAN SHALL
ADDRESS THE FOLLOWING
REQUIREMENTS:
A. CONTRACTOR SHALL KEEP THE EXISTING
SEWER IN SERVICE UP TO SSMHO559 AND
UTILIZE IT AS A BYPASS PUMP LOCATION
TO REFRAIN FROM HAVING TO ERECT A
TEMPORARY AERIAL BYPASS PIPE
CROSSING.
B. CONSTRUCT THE PROPOSED SEWER
INCLUSIVE OF THE AERIAL CROSSING
FROM SSMH BSE 0559 TO A SAFE
WORKING DISTANCE FROM EXIST SSMH
0557.
C. INSTALL SECOND BYPASS PUMP LOCATED
AT EXIST SSMH 0556 TO BYPASS FLOW
AROUND EXIST SSMH 0557 TO EXIST SSMH
SO IT CAN BE REPLACED AND THE
EXISTING UPSTREAM SEWER
RECONNECTED TO IT.
D. PROPOSED SEWER AND MANHOLES
BETWEEN PROPOSED MANHOLES BSE
0559 AND BSE 0557 SHALL BE TESTED AND
OPERABLE PRIOR TO DIVERTING FLOW
AND DISCONTINUING BYPASS PUMPING
E. COMPLETE MANHOLE AND PIPE REMOVAL
AND ABANDONMENT.
UTILITY NOTES:
1. PIPE THROUGH ENCASEMENT AND FOR
SUBMERGED STREAM CROSSINGS
SHALL BE FACTORY RESTRAINED.
2. SEWER CROSSING STREAMS AND
AERIAL CROSSINGS SHALL BE
HYDROSTATICALLY TESTED TO 150 PSI.
3. SEWER CROSSING STREAMS SHALL
NOT HAVE JOINTS BELOW STREAM
CHANNEL (NORMAL WATER SURFACE
ELEVATION) OR WITHIN TWO FEET OF
BANKS UNLESS OTHERWISE NOTED.
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CONNECT EXIST
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(SEE DET, DWG D1)
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ROBERTS BUD R JR
BAKER MICHAEL WAYNE
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905 CENTRAL AVE 1
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STREAM CROSSING I PROPOSED MH
r r r r r RIM -517 23 CLEANUP SEED BOSSING 2' 11-S2, SEE DWG NO. J (SEE DET DWG D1)
CONSTRUCTION NOTES:
1. EXISTING BSE0132 IS ON
OPPOSING SIDE OF CREEK AND
/ CAN BE ACCESSED FROM
MCCONNELL AVENUE.
CONTRACTOR SHALL SECURE
BYPASS PIPING ACROSS STREAM
IN CASE OF FLOODING CONDITIONS
OR ELEVATED STREAM FLOWS.
INSTALLATION OF BYPASS PIPE
SHALL NOT DISTURB ANY PORTION
OF THE EXISTING BANKS AN
STREAM. HAND CLEARING OF BANK
SHALL ONLY BE PERFORMED FOR
INSTALLATION OF BYPASS PIPE.
2. SEWER MAIN CORRIDOR ON THIS
SHEET LIES INSIDE A FEMA
SPECIAL FLOOD HAZARD AREA
(REFERENCE NC FLOODPLAIN
MAPPING PROGRAM, NATION
FLOOD INSURANCE PROGRAM,
>- 3 � rr,r r r "r� r- r zO C 513.6
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INV IN=510.36
PLAN & PROFILE i I INV OUT=505.31 UK I
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FOR CONSTRUCTION
ACCESS
)KRIS BRENDA LAWSON
931 MCCONNELL AVE
DB 839, PG 1531
PIN 797910358435
r
CONTRACTOR SHALL PROVIDE BRIDGE MAT SEE
\ (MIN 30 FT) FOR EQUIPMENT STREAM CONSTRUCTION rrr �f 1
NOTE 1 I EXIST SMH�
\ CROSSING AND PROVIDE COFFER DAM & I BSE 0132 *r*r*rr�rh I
PUMP AROUND TO MAINTAIN CONTINUOUS r� r+r
FLOW OF STREAM AND PROVIDE A DRY 1 rr�r�
CONDITION DURING INSTALLATION OF 1 MLCH LLC JONES rri
SEWER PIPE, TYP (QTY 2)142 E MEADOW RD CHRISTINE FRANS
\ DB 1495, PG 1134 912 MCCONNELL AV'; j
PIN 797910356638 1 DB 760, PG 1251rrr¢r¢
\ TOLBERT DAVID MICHAEL ITI O ANGE 1 PIN 797910355774'�r¢¢r
923 MCCONNELL AVE 1130 OBERTS R�r �✓
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PIN 797 035 24 P N 7 79103566611 L � r ;d
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
SAFETY ZONE AS SHOWN ON
I I THE PLANS. CONTRACTOR
SHALL INSTALL A SAFETY FENCE
AS SHOWN. SAFETY FENCE CAN
BE SILT FENCE OR
CONSTRUCTION BARRIER
FENCE WITH SIGNS DISPLAYING
SOU LORILEE SOUTH ORILEE LACEYI "DO NOT ENTER THIS AREA" AND
907 MCC LL AVE 907 CCONNELL AVE SECURED TO THE FENCE.
I SIGNS SHOULD BE POSTED MIN.
DB 1381 , P 1 1 B 1353, PG 90 OF EVERY 50 FEET.
PIN 797910355 00 1 N 797910354804 2. THE CONTRACTOR SHALL BE
cn RESPONSIBLE FOR MAINTAINING
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ALL POWER SAFETY
REQUIREMENT HORIZONTAL
2 L I AND VERTICAL CLEARANCES AS
511.6 SY I 1 MANDATED BY DUKE ENERGY
AND OSHA. THE MORE
CLEANUP, SEED ` 1 CONSERVATIVE SEPARATION
& STRAW W/NET' REQUIREMENTS SHALL GOVERN.
MINIMUM CLEARANCES SHALL
ALSO INCLUDE MAXIMUM SAG.
--A CONTRACTOR SHALL
------ -- COORDINATE WITH DUKE
ENERGY AS MAXIMUM SAG z
MCCONNELL AVE MUST BE CALCULATED FOR o
EACH SPECIFIC LOCATION _
z 3. ANY TREES REMOVED AROUND
Lu TRANSMISSION MAIN MUST BE U
o CLEARED BY A CERTIFIED
w = � Q ELECTRICAL TREE REMOVAL
m 532 CONTRACTOR.
= O = > cv 6' _ 4. CONTRACTOR SHALL
2 H LD O q N COORDINATE WITH PROGRESS/ z
0 Q p cN.i `il' DUKE ENERGY ENCROACHMENT
Lu `i' w � REPRESENTATIVE PRIOR TO O
a Q Q J LL 00 w I- p CONSTRUCTION IN PROGRESS/ U
m o - m < � w z 528 DUKE ENERGY EASEMENT TO
a_ � � °6 c E - VERIFY LOCATION OF POISE/
GROUNDING GRID. o
CONTRACTOR SHALL BE LL
RESPONSIBLE FOR Q
REIMBURSING PROGRESS/ DUKE Lij
n 524 ENERGY FOR THE COST OF ANY
EXIST SMH REPAIRS IN EVENT POISE/
)E BSE 0162 GROUNDING GRID IS DAMAGED La
SED (BRICK) TO BE DURING CONSTRUCTION.
REMOVED DISCOVERY OF POISE/ J
±32 SY CLASS II GROUNDING GRID SHALL BE W
RIP RAP 520 COMPENSATED BY ALLOWANCE.
5. ACCESS TO ELECTRICAL
FACILITIES MUST BE o
APPROX _ _ MAINTAINED AT ALL TIMES. AN z
OHWM = 517.56 - - _ UNOBSTRUCTED, LEVEL AND 30
FOOT WIDE ACCESS WAY MUST
516 BE MAINTAINED ADJACENT TO J
AND UNDERNEATH THE z
1.00% OVERHEAD CONDUCTORS AND o
LF 8" RJDIP TO EACH TRANSMISSION
STRUCTURE FOR PROGRESS/ (n
512 DUKE ENERGY TO PERFORM W
ROUTINE MAINTENANCE AND (n
CONNECT EXIST 8" VCP EMERGENCY REPAIR. O
TO PROPOSED MH 6. REFUELING OF EQUIPMENT O_
(SEE DWG, DET D1) INSIDE PROGRESS/ DUKE rr
ENERGY EASEMENT IS
508 PROHIBITED.
UTILITY NOTES: 7. CONTRACTOR SHALL NOT USE
PROGRESS/ DUKE ENERGY
EASEMENT FOR STOCKPILING
1. PIPE FOR SUBMERGED STREAM OR STAGING. W
CROSSINGS SHALL BE FACTORY 8. CONTRACTOR SHALL ADHERE >
RESTRAINED. TO ALL OSHA MINIMUM W
504 APPROACH REGULATION AS
2. SEWER CROSSING STREAMS DEFINED IN OSHA 1910.333 AND
SHALL BE HYDROSTATICALLY OSHA 29 CFR 1226.1407-1411
TESTED TO 150 PSI. (OSHA 29 CR 1226.1407-1411 0
APPLIES TO USE OF CRANE OR LL
3. SEWER CROSSING STREAMS 500 DERRICK). r
SHALL NOT HAVE JOINTS BELOW 9. CONTRACTOR SHALL R
STREAM CHANNEL (NORMAL COORDINATE WITH DUKE z
WATER SURFACE ELEVATION) ENERGY ASSET PROTECTION
OR WITHIN TWO FEET OF BANKS RIGHT-OF-WAY SPECIALIST A
UNLESS OTHERWISE NOTED. MINIMUM OF 72 HOURS PRIOR Q
496 TO BEGINNING WORK OF THE
SEWER CROSSING OF THE Q
u CO I- Nt N TRANSMISSION RIGHT OF WAY.
°r° 00 00 cN 10. THE TRENCH SHALL BE J
"' � "' "' COMPLETELY BACKFILLED AT Q
THE END OF EACH WORK DAY. z
8+00 9+00 Fl-
�D KSON 1
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t)919-782-0495
(f)919-782-9672
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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REQUIREMENTS
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PRP
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\
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4' DIA FLAT TOP MH I
TEMPORARY I
fCLEAR
ry r &GRUB
4' DIA FLAT TOP MH
z
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Zp rri..
STA 8+58.17
I 1. CONTRACTOR SHALL NOT
RIM S
\
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RIM EL=522.02
ENTER DUKE ENERGY'S 25 -FEET
- 13 33" LT
CROSS G
r +
A=44'02'22" LT
r
CONTRACTOR SHALL PROVIDE BRIDGE MAT SEE
\ (MIN 30 FT) FOR EQUIPMENT STREAM CONSTRUCTION rrr �f 1
NOTE 1 I EXIST SMH�
\ CROSSING AND PROVIDE COFFER DAM & I BSE 0132 *r*r*rr�rh I
PUMP AROUND TO MAINTAIN CONTINUOUS r� r+r
FLOW OF STREAM AND PROVIDE A DRY 1 rr�r�
CONDITION DURING INSTALLATION OF 1 MLCH LLC JONES rri
SEWER PIPE, TYP (QTY 2)142 E MEADOW RD CHRISTINE FRANS
\ DB 1495, PG 1134 912 MCCONNELL AV'; j
PIN 797910356638 1 DB 760, PG 1251rrr¢r¢
\ TOLBERT DAVID MICHAEL ITI O ANGE 1 PIN 797910355774'�r¢¢r
923 MCCONNELL AVE 1130 OBERTS R�r �✓
DB 916,PQ 1 B 60, PG 522 0o'rr
PIN 797 035 24 P N 7 79103566611 L � r ;d
\ cn _ r Q
1 +I U) w
I 1 REMOVE &REPLACEr
20 LF CONIC SIDEWALK rr
1 (OR AS NECESSARY) r*r
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/ P -- - - r
-- �-
SCALE:1 "=40'SS-----SS-----
SS- - - - -ss- - - - -ss
.SS
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
SAFETY ZONE AS SHOWN ON
I I THE PLANS. CONTRACTOR
SHALL INSTALL A SAFETY FENCE
AS SHOWN. SAFETY FENCE CAN
BE SILT FENCE OR
CONSTRUCTION BARRIER
FENCE WITH SIGNS DISPLAYING
SOU LORILEE SOUTH ORILEE LACEYI "DO NOT ENTER THIS AREA" AND
907 MCC LL AVE 907 CCONNELL AVE SECURED TO THE FENCE.
I SIGNS SHOULD BE POSTED MIN.
DB 1381 , P 1 1 B 1353, PG 90 OF EVERY 50 FEET.
PIN 797910355 00 1 N 797910354804 2. THE CONTRACTOR SHALL BE
cn RESPONSIBLE FOR MAINTAINING
Lu 0
ALL POWER SAFETY
REQUIREMENT HORIZONTAL
2 L I AND VERTICAL CLEARANCES AS
511.6 SY I 1 MANDATED BY DUKE ENERGY
AND OSHA. THE MORE
CLEANUP, SEED ` 1 CONSERVATIVE SEPARATION
& STRAW W/NET' REQUIREMENTS SHALL GOVERN.
MINIMUM CLEARANCES SHALL
ALSO INCLUDE MAXIMUM SAG.
--A CONTRACTOR SHALL
------ -- COORDINATE WITH DUKE
ENERGY AS MAXIMUM SAG z
MCCONNELL AVE MUST BE CALCULATED FOR o
EACH SPECIFIC LOCATION _
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Lu TRANSMISSION MAIN MUST BE U
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w = � Q ELECTRICAL TREE REMOVAL
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504 APPROACH REGULATION AS
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APPLIES TO USE OF CRANE OR LL
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SHALL NOT HAVE JOINTS BELOW 9. CONTRACTOR SHALL R
STREAM CHANNEL (NORMAL COORDINATE WITH DUKE z
WATER SURFACE ELEVATION) ENERGY ASSET PROTECTION
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UNLESS OTHERWISE NOTED. MINIMUM OF 72 HOURS PRIOR Q
496 TO BEGINNING WORK OF THE
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720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
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- --� - - _ i TEMPORARY EXISTING WETLAND 4' DIA FLAT TOP MH
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/ O / o/ ILLARD-AL-V _ - - / PERKINS E ETHA JONETTA UTILITY ESMT
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1. RIP RAP STABILIZATION SHALL BE
COMPLETED WITHIN 7 DAYS OF BANK
DISTURBANCE, UPON REMOVAL OF BRIDGE
MAT AND WHEN ALL WORK DOWNSTREAM IS
COMPLETED, PROVIDE SILT FENCE ON TOE
OF SLOPE. (EA SIDE OF BANK AND/OR PERM
FORD).
2. ROAD RAMPS SHALL BE USED ALONG
BEECHWOOD LN. FOR PURPOSES OF BY
BYPASS PUMPING. BEECHWOOD LN. MUST
REMAIN OPEN TO TRAFFIC.
3. CONTRACTOR SHALL ADHERE TO TRAFFIC
CONTROL REQUIREMENTS IF CONTRACTOR
ELECTS TO CLOSE ROAD AT OR NEAR SSMH
BSW 0023 FOR CIPPL AND REPLACEMENT
OPERATIONS. ACCESS TO {INSERT ADDRESS
POINT} SHALL NOT BE IMPEDED B ROAD
CLOSURES. SEE DWG NO. 11-G3 FOR
TRAFFIC CONTROL GENERAL NOTES
4. CONTRACTOR SHALL MAINTAIN TWO WAY
TRAFFIC AT ALL TIMES. CONTRACTOR SHALL
PROVIDE DETAILS OF PUMP AND PIPE
ARRANGEMENT TO MAINTAIN TWO WAY
TRAFFIC AND TO MAINTAIN ACCESSIBILITY
FOR PEDESTRIAN TRAFFIC. CONTRACTOR
SHALL PROVIDE TRAFFIC RATED RAMP FOR
BYPASS PIPE AND BARRICADE PUMPS T O
ENSURE SAFE TRAFFIC FLOW AROUND
WORK AREA. CONTRACTOR SHALL PROVIDE
WARNING SIGNS IN ACCORDANCE WITH
MUTCD INDICATING MOTORISTS OF WORK
AREA AND PUMP/RAMP SO ADEQUATE
DISTANCE IS PROVIDED FOR MOTORISTS TO
REDUCE SPEED.
5. LIDAR CONTOURS ARE APPROXIMATE AND
ARE SHOWN TO PROVIDE APPROXIMATE
DEPTH OF EXISTING SEWER. WHERE
EXISTING MANHOLES ARE ARE LOCATED
WITHIN STREETS, RIMS ARE TYPICALLY
FLUSH WITH PAVEMENT OR EXISTING GRADE.
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communitV infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919-782-0495
(17919-782-9672
WWW.WKDICKSON.COM
NC LICENSE NOT -0374
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DESIGN BY: AB, ATM, MOS
DRAWN BY: AB, ATM, MOS
PROJ. DATE: MARCH 2018
DRAWING NUMBER:
11-C21
WKD PROJ. NO.:
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PRUII,T BRIAN KEITH
51 � CEDAR ST
/ I DB 1469, PG 14
PIN 797905186645
DWG NO. 11-C23
\ FOR PROPOSED CEDAR ST
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\ WALKE� JAMES
I \ C/4 JAMES R WALKER \
\ B 07E\, PG 705 \
l PIN 797905186546/
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/ TO BE REMOVED
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1017 LAWSON ST /
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PIN 797905188538
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- - - - - CITY OF EDEN - ---STONE / REMOVE 30 LF 4' CHAIN LINK - -
_ TO BE ABANDONED, _ - - _ _ - - - - Qom- I i - BSW 0719 -
UTILITY ESMT - -I- � _ � � 4 CHAIN LINK � --FENCE � � � � I
p _ PLUG EA END _ - - - - - _ _ - - . FENCE 4 DIA STD MH PATTERSON JOAN STEGALL
O & GROUT FILL _ - - _ - - - - - ---FENCE
CONTRACTOR SHALL STA 31+96.70
+ - - - _ _ _ _ EXIST MH BSW 0358 _ - - PROVIDE 80 LF NEW - - 0 RIM EL=606.61 ULDING LILLY G I 1021 LAWSON ST I
N - - -� - - PROPOSED SAN - TO BE ABANDONED _ - PROPOSED SEED -STREAM1 S4 EE DWG CROSSING
NO. 4' CHAIN LINK FENCE °
I 025 L,B�WSON ST DB 699 PG 995
- SEWER LATERAL - - -IN PLACE- (TOTAL) A=90 0 0 LT 656 PG 1868 PIN 797905187530
Q - AND EC BLANKET i -D9 FOR CROSSING ALONG PERMANENT CITY (�
I- — - TYP, SEE NOTE 1 - - - - - - —WILSON SANDRA- � � OF EDEN UTILITY ESMT I � t N 797 051-86445
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NOTES:
1. CONTRACTOR SHALL VERIFY
EXISTING SAN SEWER LATERALS
SHOWN (OR NOT SHOWN). ALL
EXISTING SAN SEWER LATERALS ARE
4" VC OR IRON (UNLESS OTHERWISE
NOTED). CONTRACTOR SHALL
REPLACE ALL ACTIVE SEWER
LATERALS FROM PROPOSED
CLEANOUT TO PROPOSED SEWER
MAIN WITH 4" PVC (UNLESS
OTHERWISE NOTED) AND NEW
CLEANOUT AT RIGHT-OF-WAY.
INSTALL CLEANOUT IN VALVE BOX IF
LOCATED IN ROAD, DRIVEWAY,
SIDEWALK, OR PARKING LOT.
2. RIP RAP STABILIZATION SHALL BE
COMPLETED WITHIN 7 DAYS OF BANK
DISTURBANCE, UPON REMOVAL OF
BRIDGE MAT AND WHEN ALL WORK
DOWNSTREAM IS COMPLETED,
PROVIDE SILT FENCE ON TOE OF
SLOPE. (EA SIDE OF BANK AND/OR
PERM FORD).
QUANTITY NOTE FOR LATERALS:
TOTAL RESTORATION QUANTITIES BELOW FOR
SANITARY SEWER LATERAL REPLACEMENT AND
WATER SERVICE LINE REPLACEMENT (WHERE
INDICATED ON PLAN) ONLY;
• 20 LF OF SANITARY SEWER LATERAL (4" PVC)
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communitV infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919-782-0495
(17919-782-9672
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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PROJ. MGR.: MWF
DESIGN BY: AB, ATM, MOS
DRAWN BY: AB, ATM, MOS
PROJ. DATE: MARCH 2018
DRAWING NUMBER:
11-C22
WKD PROJ. NO.:
20120031.11. RA

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REFER TO SPEC REFER TO SPEC
PROPOSED SECTION 33 01 37 SECTION 33 01 37
500.4 LF OF
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720 CORPORATE CENTER DRIVE
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CIPPL CURING PROCESS (IF REQ'D) AND
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3. SEWER MAIN CORRIDOR ON THIS SHEET
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HAZARD AREA (REFERENCE NC
FLOODPLAIN MAPPING PROGRAM,
NATION FLOOD INSURANCE PROGRAM,
FLOOD INSURANCE RATE MAP PANEL
7969-07/03/07.
4. RIP RAP STABILIZATION SHALL BE
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BRIDGE MAT AND WHEN ALL WORK
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SILT FENCE ON TOE OF SLOPE. (EA SIDE
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2. SEWER MAIN CORRIDOR ON THIS SHEET
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FLOODPLAIN MAPPING PROGRAM,
NATION FLOOD INSURANCE PROGRAM,
FLOOD INSURANCE RATE MAP PANEL
7969-07/03/07.
3. LIDAR CONTOURS ARE APPROXIMATE
AND ARE SHOWN TO PROVIDE
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(17919-782-9672
WWW.WKDICKSON.COM
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SEWER REPLACEMENT. NO DISTURBANCE IS PERMITTED.
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MARCH 2018
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VALVE BOX IF LOCATED IN ROAD, DRIVEWAY, SIDEWALK, OR PARKING LOT.
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9 ,- INV IN=520.95 O 111 ,
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TEAMER SOPHIA CLEANUP, un un ® O 545 o a o GROUT FILL
TO BE ABANDONED, BSE 0699 (SEE DET, DWG D9 STA 4+21.26 LOVE JOHN D /
MEADOWS ) 0� SEED & /
PLUG EA END 4' DIA FLAT TOP MH �- ci RIM EL=528.99 OIL CO INC 217.6 SY 2" ASPHALT s / ii1 111111111111
o & GROUT FILL STA 1+29.46 1900 PRICE RD co W A=07044'14" LT STRAW W/NET DB 753 PG 877 p / \
RIM EL=520.70 DB 748 PG 565 TORRENCE �' MILLING AND / SMH BSE 0388 \ j� n 1111 i i 11111111 ii
/ RELOCATE EXIST _ REMOVE, OVERLAY (NCDOT /
/ WATER METER, A=29°34'57" LT PIN 797910369763 LEIGH ANTHONY 1 PIN 797910376125 & REPLACE TYP 3 LANE SECTION, / Q RIM=543.32 \ u1
_ RECONNECT TO I 936 BURTON ST MAPLE VIEW I 30 LF CONC C&G S' INV IN-
_ s THERMOPLASTIC O INV IN5.64 1-S1
EXIST SERVICE DB 03E PG 270 I 10' 924 WASHINGTON ST (OR AS NECESSARY) ' \ PAINT / / INV OUT=535.5
I ) •,
i SEE DWG No. 11-C33
LJ G PROPERTIES PIN 797910460841 I �' DB 1462 , PG 508 °�� yX Q
OF EDEN LLC I �m PIN 797910378064 PROPOSED MH v� Op pz h° ii1111 ii1 1 11
p FOR PROPOSED MILL BSE 0701 /
BRANCH (SEG 1)
947 HARRIS ST NOTES: />>,e
E - PLAN &PROFILE B 1457, PG 980 4 DIA STD MH SS o EI QN�
1. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASSING ALL SEWAGE FLOWS DURING CIPPL & SEWER INSTALLATION. STA 7+75.80
IN 797910460569 CONTRACTOR SHALL NOTIFY RESIDENTS/BUSINESS OWNERS OF CIPPL INSTALLATION AND MANHOLE REPAIRS AND RIM EL=548.73
� SEE DWG NO. 11-C36 FOR A=34058'22" LT
PROPOSED HARRIS ST TO REFRAIN FROM USING WATER. CONTRACTOR SHALL SUBMIT DETAILED WORK PLAN SHOWING HOW ALL SEWAGE / -7
PLAN &PROFILE /
HERRIOT LUCION W FLOWS WILL BE BYPASSED. 823 3 SY REMOVE u
& REPLACE
945 HARRIS ST 2" ASPHALT
2. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES. CONTRACTOR SHALL PROTECT EXCAVATION USING \ MILLNG AND 217.4 SY DB 1240 , PG 168 TRAFFIC RATED STEEL PLATES (REQUIREMENTS, SIZING & SECURING OF PLATES SHALL BE RESPONSIBILITY OF OVERLAY IREPAIR EXIST ASPHALT
PIN 797910461652 LICENSED ENGINEER), BASIC CRITERIA SHALL BE THAT PLATE SHALL BE RECESSED, FLUSHED WITH PAVEMENT VERLMARKINGS PAVEMENT /
SURFACE AND ASPHALTED ON EDGES. CONTRACTOR SHALL PROVIDE DETAILS OF PUMP AND PIPE ARRANGEMENT T PVMT PROPOSED MH
MAINTAIN TWO WAY TRAFFIC AND TO MAINTAIN ACCESSIBILITY FOR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL & ARROWS) / PROPOSED MH / �,S BSE 0703
PROVIDE TRAFFIC RATED RAMP FOR BYPASS PIPE AND BARRICADE PUMPS T O ENSURE SAFE TRAFFIC FLOW BSE 0702 a S 4' DIA STD MH °I
AROUND WORK AREA. CONTRACTOR SHALL PROVIDE WARNING SIGNS IN ACCORDANCE WITH MUTCD INDICATING 4' DIA STD MH o / (DOGHOUSE) SEE DWG NO. 11-C35
:z' " /<' " SHROPSHIRE WRIGHT OTELIA H MOTORISTS OF WORK AREA AND PUMP/RAMP SO ADEQUATE DISTANCE IS PROVIDED FOR MOTORISTS TO REDUCE STA 9+01.93 / / FOR PROPOSED MILL
STA 9+65.39 (SEGMENT 2)
\Om SPEED. / p =STA 0+00.00 (SEGENT 3) ( )
Q� PROPERTIES LLC 821 W LAKE MEAD BLVD RIM EL=547.49 / � `SS' PLAN &PROFILE
510 BEAGLE CLUB RD APT A A=14°51'18" LT I
p RIM EL=546.93
DB 1191 , PG 2021 I 3. CONTRACTOR SHALL VERIFY ALL EXISTING SEWER LATERALS SHOWN (OR NOT SHOWN). CONTRACTOR SHALL REMOVE A= 42°36'53" LT
PIN 797910462812
REINSTATE AND REHABILITATE ALL EXISTING ACTIVE SEWER LATERALS WHERE CIPP LINER IS INSTALLED, TYP., & REPLACE Q� �O
�RI�I 797910463669 I UNLESS OTHERWISE SHOWN ON THE PLANS. REHABILITATION OF LATERALS SHALL BE IN ACCORDANCE WITH SPEC 55.6 SY EXIST Q / o CONNECT EXIST z
8" DIP TO Q
SECTION 33 12 14.
SCALE:1 "=40' CONC
// I� 2 PROPOSED MH S�Mp
\ 4. CONTRACTOR SHALL CLOSE PORTION OF PARKING LOT WITH TEMPORARY BARRICADE FENCING AND ENTRANCE & SIDEWALK / / co (SEE DET, DWG D1) 93$ WAC11 RO t/ r, U
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5. LIMITS OF WORK (LOW) ARE INTENDED ONLY FOR ROUTING BYPASS PIPING. CONTRACTOR IS NOT PERMITTED TO
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i i AUGER REFUSAL
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p5 LF
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EXIST 10" CI TO BE REMOVED - - - TO BE ABANDONED P � °
-WATER LINE EXIST SMH _ - - - - - - PR ELEV=527.50 � � 101.5 LF OF DIP (x70.50%
@ 2.59%
BSE 0143 - - - - - - 35 LF 8" VCP UTILITY NOTES:
- - - -
EXIST 6 (BRICK) TO BE TO BE REMOVED 516 528 _ - - - - - ' � --28'
REMOVED - - 1. SEWER CROSSING STREAMS AND AERIAL CROSSINGS SHALL BE
GAS LINE - - - PROPOSED 13 - - 8" DIP@ 0.50°°
01
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MWF
DESIGN BY:
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HYDROSTATICALLY TESTED TO 150 PSI.
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PROJ. DATE:
MARCH 2018
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CONTRACTOR TO UTILIZE BRIDGE MAT FOR
EQUIPMENT STREAM CROSSING AND
COFFER DAM & PUMP AROUND TO MAINTAIN
CONTINUOUS FLOW OF STREAM DURING
co / INSTALLATION OF SEWER PIPE
B TNER JIMMY LAND CHARLES 969 BURTON ST 946 WASHINGTON ST
/
DB low, PG 1647 /
\ DB 1512, PG 1775
co PIN 7979791030366737 PIN 797910374130 STREAM CROSSING / 11-S12, SEE DWG NO.
/ / MORAVIAN N AMERICA REQUIREMENTS D9 FOR CROSSING
U E R JI
URT N T 459 S CHURCH ST REQUIREMENTS
DB 1512, PG 75 DB ADM, PG COMB PROPOSED MH
0709
PIN 797910367759 BSE
PIN 797910362849 4' MH DIA FLAT TOP MH
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STA 0+96.30
544
540 -
536 -
532 -
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524 -
520 -
516 -
LOVE JOHN D
OIL CO INC _
DB 753, PG 877
DIKE 7a7a1n4791')ti
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PROPOSED MH REMOVE & REPLACE REMOVE d// / / / 2�0 (D O� ��� %�
BSE 0376 917.6 SY 3.3 SY EXIST /
4' DIA FLAT TOP MH 6 RF CONCECURB, T Q� M R! i
CLEANUP, CONC SIDEWALK
STA 2+51.45 SEED & CONNECT TYP, QTY / O 5 1. co �� i%vV ,55p.31,
RIM EL=545.60 STRAW W/NET '548. ^� (F��LF�qRO M" "
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CLEANUP REMOVE & 4 00 ®S` �/ DE's WiT s— ~'
& SEED W/ S REPLACE 24 LF /
SETTLE
Sso JALESSA RAE
DB 1435, PG 140
( PIN 710371452
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RIM=556.00 iSs
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INV OUT=548.00
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PROP
BSEE0
NOTES:
1. CONTRACTOR SHALL VERIFY
EXISTING SAN SEWER LATERALS
SHOWN (OR NOT SHOWN).
CONTRACTOR SHALL REPLACE
ALL ACTIVE SEWER LATERALS
FROM PROP. CLEANOUT TO
PROP. SEWER MAIN WITH 4" PVC
AND NEW CLEANOUT IN VALVE
BOX AT RIGHT-OF-WAY UNLESS
OTHERWISE NOTED. VALVE BOX
AT CLEANOUT ONLY IF LOCATED
IN ROAD. DRIVEWAY, SIDEWALK,
OR PARKING LOT.
2. RIP RAP STABILIZATION SHALL
BE COMPLETED WITHIN 7 DAYS
OF BANK DISTURBANCE, UPON
REMOVAL OF BRIDGE MAT AND
WHEN ALL WORK DOWNSTREAM
IS COMPLETED, PROVIDE SILT
FENCE ON TOE OF SLOPE. (EA
SIDE OF BANK AND/OR PERM
FORD)
3. CONTRACTOR SHALL PERFORM
CCTV INSPECTION TO
DETERMINE STATUS OF
EXISTING SEWER SERVICE.
AFTER REVIEW OF CCTV VIDEO
BY OWNER'S PROJECT
COORDINATOR TO CONFIRM
EXISTING SEWER IS ACTIVE OR
INACTIVE, CONTRACTOR SHALL
ROUTE SERVICE TO PROPOSED
MH OR ABANDON SERVICE. PLUG
EA END AND GROUT FILL
EXISTING SERVICE AS
NECESSARY.
4. CONTRACTOR SHALL
COORDINATE THE SUPPORT OF
EXISTING POWER POLE AND
TEMPORARY GUY WIRE
REMOVAL & REPLACEMENT (IF
NECESSARY) WITH
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RALEIGH, NC 27607
(t) 919-782-0495
(17919-782-9672
WWW.WKDICKSON.COM
NC LICENSE NOY 0374
PROFESSIONAL SEAL
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community infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t)919-782-0495
(f)919-782-9672
WWW.WKDICKSON.COM
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POOL OF WATER
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1. INSTALL TO CREATE A MINIMUM 12 FT CROSSING WIDTH OR LARGER WIDTH 1. MAT SHALL BE INSTALLED PRIOR TO CONSTRUCTION. LOCATION OF MAT AT
FOR CONSTRUCTION EQUIPMENT. EACH CROSSING SHALL BE COORDINATED BY CONTRACTOR SO IT DOES NOT
CONFLICT WITH SEWER EXCAVATION AND IT RESIDES WITHIN LIMITS OF
2. PERIODICALLY CHECK MAT HARDWARE, RETIGHTEN AS REQUIRED TO MAINTAIN DISTURBANCE (LOD).
STRENGTH AND INTEGRITY.
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3. REMOVE ANY DEBRIS THAT ENTERS STREAM OR DRAINAGE WAY. FLOW) WORK HAS BEEN COMPLETED, RESTORED AND DEEMED ACCEPTABLE.
4. CONTRACTOR RESPONSIBLE FOR SIZING STRUCTURAL COMPONENTS OF MAT 3. WHERE MAT LOCATION OVERLAPS LOCATION OF A PROPOSED PERMANENT
TO CARRY ALL CONSTRUCTION LOADS INCLUDING EQUIPMENT AND MATERIAL. FORD OR REPLACEMENT OF AN EXISTING FORD, THE FORD SHALL THEN BE
CONSTRUCTED AND SHALL BE USED BY THE OWNER FOR PERPETUAL
OPERATION AND MAINTENANCE OF SEWER.
TEMPORARY STREAM CROSSING (BRIDGE MAT)
NOT TO SCALE
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STONE SIZE/THICKNESS (T):
• CLASS II RIP RAP=28"
• CLASS I RIP RAP=20"
• CLASS B RIP RAP=18" SECTION
RIP RAP TO CONFORM
TO EXISTING SLOPE
REPLACE EXISTING
STREAM BED COBBLE
STONE IN DITCH BOTTOM
AFTER PIPE INSTALL
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LOCATION
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GRAVITY SEWER FILTER CLOTH
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AERIAL CROSSING. THE DESIGN ENGINEER SHALL CAREFULLY REVIEW
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HP8x36 MIN. (6
THE SPECIFIC SITE, SOIL CONDITIONS, PIPE LOADS, AND PIPE DESIGN
4. THE BY-PASS PUMP SHOULD ADEQUATELY CONVEY MINIMUM 450 GALLONS / MINUTE OR AS SHOWN
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PRIOR TO CONSTRUCTION. THE FAYETTEVILLE PUBLIC WORKS
OR OTHER APPROVED
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COMMISSION ASSUMES NO LIABILITY FOR THE USE OF THIS DETAIL.
DAM DETAIL.
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TYPICAL "H" PILE SUPPORT
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FOR AERIAL CROSSINGS
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NOTES:
NOTES:
POLYETHYLENE LEVEL WITH TOP OF
1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR ISOLATED SECTIONS OF CHANNEL.
MEMBRANE ON FACE, T-0" BANK OR AS NECESSARY
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
20 ML THICK
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING
0
DAY. A MAXIMUM OF 1000 FEET MAY BE DISTURBED AT ANY ONE TIME.
2
4. THE BY-PASS PUMP SHOULD ADEQUATELY CONVEY MINIMUM 450 GALLONS / MINUTE OR AS SHOWN
1 CLASS I RIP RAP, NJ BARRIER
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OR OTHER APPROVED
5. DIKE MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS SUCH AS SANDBAGS, SEE COFFER
MATERIAL (IF USING RIP RAP
DAM DETAIL.
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DOWNSTREAM, SLOPE NO
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
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1. INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM
END OF THE DESIGNATED PROJECT WORKING AREA.
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2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL
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BY-PASS PUMP
5' EXISTING BOTTOM
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
OF STREAM
ER DAM
TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF
SANDBAGS, CLASS I SYNTHETIC
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SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS STREAM FLOW WILL ALSO BE PUMPED TO AN
RIP RAP OR OTHER FILTER FABRIC
OUTFALL STABILIZED WITH CLASS A RIP RAP.
NON -ERODIBLE
kRGE HOSE
MATERIAL
ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
NOTES:
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
1. CONTRACTOR SHALL INSTALL COFFER DAM WITH BYPASS
THE IMPERVIOUS DIKE. WHEN DEWATERING AREA, ALL DIRTY WATER MUST BE PUMPED THROUGH A
ARRANGEMENTS ALONG ALL JURISDICTIONAL STREAMS PRIOR TO
=D PIPE
SEWER INSTALLATION TO ENSURE DRY CONDITIONS. SEE STREAM
WITH THE DOWNSTREAM DIKE FIRST.
PUMP AROUND DETAIL.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP AND IMPERVIOUS DIKES AND
2. CONTRACTOR SHALL FOLLOW CONSTRUCTION SEQUENCE AS NOTED
STABILIZE DISTURBED AREAS IN ACCORDANCE WITH STREAM STABILIZATION REQUIREMENTS.
ON CONTRACT DRAWINGS.
8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING IMPERVIOUS DIKE/COFFER DAM.
COFFER DAM
NOTES:
NOTES:
1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR ISOLATED SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
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3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING
DAY. A MAXIMUM OF 1000 FEET MAY BE DISTURBED AT ANY ONE TIME.
4. THE BY-PASS PUMP SHOULD ADEQUATELY CONVEY MINIMUM 450 GALLONS / MINUTE OR AS SHOWN
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ON SUMMARY TABLE THIS SHEET UNLESS OTHERWISE NECESSITATED BY FIELD CONDITIONS.
5. DIKE MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS SUCH AS SANDBAGS, SEE COFFER
DAM DETAIL.
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM
END OF THE DESIGNATED PROJECT WORKING AREA.
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2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL
CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK AREA TO THE STABILIZED OUTFALL.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING PUMPING APPARATUS IF NEEDED
TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF
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SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS STREAM FLOW WILL ALSO BE PUMPED TO AN
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OUTFALL STABILIZED WITH CLASS A RIP RAP.
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5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION AND/ OR UTILITY CROSSING WORK IN
ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
THE IMPERVIOUS DIKE. WHEN DEWATERING AREA, ALL DIRTY WATER MUST BE PUMPED THROUGH A
SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING
WITH THE DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP AND IMPERVIOUS DIKES AND
Q
STABILIZE DISTURBED AREAS IN ACCORDANCE WITH STREAM STABILIZATION REQUIREMENTS.
7
8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING IMPERVIOUS DIKE/COFFER DAM.
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18. ALL STEEL MEMBERS AND STRAPS WILL BE POWER TOOL CLEANED TO A MINIMUM OF SSPC-SP3 AND HOT -DIP GALVANIZED PER ASTM
A123. BOLTS AND WASHERS WILL BE HOT -DIP GALVANIZED PER ASTM A153. ALL WELDS WILL BE GRINDED AND COATED WITH 2 COATS
STREAM PUMP AROUND
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1. ALL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A992 GRADE 50.
2. A SUBSURFACE GEO-TECHNICAL REPORT IS REQUIRED TO DETERMINE PILE EMBEDMENT LENGTH.
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3. THIS DETAIL IS FOR GUIDANCE/INFORMATION ONLY. THE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR PROVIDING A PROJECT
SPECIFIC DESIGN.
4. FOR ALL AERIAL CROSSINGS, A PROJECT SPECIFIC DESIGN SHALL BE SUBMITTED TO FAYPWC FOR REVIEW AND APPROVAL.
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5. A SUBSURFACE GEO-TECHNICAL EVALUATION IS REQUIRED IN ORDER TO DESIGN THE PILE LENGTH, EMBEDMENT, AND SPACING FOR
THE SPECIFIC PROJECT LOCATION. THE DESIGN ENGINEER SHALL PROVIDE A COPY OF THE REPORT AND THE DESIGN TO FAYPWC.
6. THE DESIGN ENGINEER SHALL FURNISH A STRUCTURAL DESIGN BASED UPON ACTUAL FIELD CONDITIONS AND THE INTENDED USE OF
THE STRUCTURE. LATERAL LOADS MAY REQUIRE THE ADDITION OF A BATTERED PILE. THE DESIGN ENGINEER SHALL CONSIDER SUCH
LOADS AS ICE/SNOW, FLOODING, ETC.
7. FOR AERIAL SUPPORT OF PRESSURE MAINS, THE ENGINEER SHALL ENSURE THAT THE PIPE JOINTS CAN PROVIDE THE NECESSARY
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THRUST RESTRAINT. CALCULATIONS SHALL BE SUBMITTED TO FAYPWC FOR REVIEW, PRIOR TO CONSTRUCTION.
8. LOCATION AND SPACING OF PILES SHALL BE BASED UPON ACTUAL FIELD CONDITIONS AND AS SPECIFIED BY THE DESIGN ENGINEER.
EACH PIPE JOINT SHALL BE SUPPORTED BY A PILE, UNLESS OTHERWISE APPROVED BY FAYPWC.
9. ANY CHANGES TO THIS DETAIL SHALL BE REVIEWED AND APPROVED BY FAYPWC PRIOR TO CONSTRUCTION.
10. ANY REVISIONS TO THIS DETAIL SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED TO
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FAYPWC FOR REVIEW.
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11. PILES SHOULD NOT BE PLACED IN THE CENTERLINE OF THE STREAM.
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12. PILES SHALL BE DRIVEN UTILIZING A VIBRATORY HAMMER OR PILE HAMMER.
13. ALL PILES SHALL BE DRIVEN TO REFUSAL. THE DESIGN ENGINEER SHALL PROVIDE FAYPWC WITH CALCULATIONS AND/OR A REPORT
THAT CLEARLY DEFINES WHAT CONSTITUTES REFUSAL. SHOULD THE CONTRACTOR UTILIZE A DIFFERENT DRIVING METHOD THAN
SPECIFIED, THEN REVISED CALCULATIONS SHALL BE PROVIDED TO FAYPWC.
14. PILES SHALL BE CUT OFF SQUARE AT THE REQUIRED ELEVATIONS WITH METHOD OF CUT APPROVED BY THE DESIGN ENGINEER.
15. EXPANSION JOINTS SHALL BE PROVIDED AS REQUIRED. THE EXPANSION JOINTS SHALL BE SUPPORTED BY PLACEMENT OF PIERS
WITHIN 3 FEET ON BOTH SIDES OF THE JOINT OR AS SPECIFIED IN THE DESIGN.
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16. ALL PILE LOCATIONS SHALL BE STAKED BY A NC LICENSED PROFESSIONAL SURVEYOR, IN ACCORDANCE WITH THE APPROVED PLANS.
17. ALL WELDS SHALL BE BY A CERTIFIED WELDER.
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18. ALL STEEL MEMBERS AND STRAPS WILL BE POWER TOOL CLEANED TO A MINIMUM OF SSPC-SP3 AND HOT -DIP GALVANIZED PER ASTM
A123. BOLTS AND WASHERS WILL BE HOT -DIP GALVANIZED PER ASTM A153. ALL WELDS WILL BE GRINDED AND COATED WITH 2 COATS
OF A COLD APPLIED GALVANIZING PAINT.
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19. ALL DI PIPE IN SANITARY SEWER SERVICE SHALL HAVE AN INTERIOR LINING OF PROTECTO 401 OR APPROVED EQUAL.
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community infrastructure consultants
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PROJ. MGR.: MWF
DESIGN BY: AB, ATM, MOS
DRAWN BY: AB, ATM, MOS
PROJ. DATE: MARCH 2018
DRAWING NUMBER:
D10
WKD PROJ. NO.:
20120031.10. RA

SECTION 32 92 19
SEEDING
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
1.
Fertilizing.
2.
Seeding.
3.
Hydroseeding.
4.
Mulching.
5.
Maintenance.
6.
Stream restoration/stabilization permanent seeding.
7.
Stream restoration/stabilization temporary seeding.
B. Related Sections:
1. Section 3123 17 — Trenching — Restoration of disturbed area.
2. Section 3125 13 — Erosion Controls — Restoration of disturbed area.
1.2 REFERENCES
A. ASTM International:
1. ASTM C602 - Standard Specification for Agricultural Liming Materials.
B. NCDOT Standard Specifications:
1. Standard Specifications for Roads and Structures, latest edition, published by the
North Carolina Department of Transportation.
1.3 DEFINITIONS
A. Weeds: Vegetative species other than specified species to be established in given area.
1.4 SUBMITTALS
A. Section 0133 01 - Submittal Procedures: Requirements for submittals.
B. Product Data: Submit data for seed mix, fertilizer, mulch, and other accessories.
C. Test Reports: Indicate topsoil nutrient and pH levels with recommended soil supplements
and application rates.
D. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
E. Invoices or proof of purchase to verify quantities specified.
City of Eden Seeding
Eden Remediation Program 3292 19-1
WKD Project Number: 20120031.0LRA

F. Operation and Maintenance Data: Include maintenance instructions, cutting method and
maximum grass height; and, types, application frequency, and recommended coverage of
fertilizer.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with Section 1660 of NCDOT Standard Specifications.
B. Maintain copy of document on site.
1.6 QUALIFICATIONS
A. Seed Supplier: Company specializing in manufacturing products specified in this Section
with minimum 3 years documented experience.
B. Installer: Company specializing in performing work of this Section with minimum 5
years documented experience.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Section 0160 00 - Product Requirements: Product storage and handling requirements.
B. Deliver grass seed mixture in sealed containers showing percentage of seed mix,
germination, inert matter and weeds; year of production; net weight; date of packaging;
and location of packaging. Seed in damaged packaging is not acceptable.
C. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of
manufacturer.
1.8 MAINTENANCE SERVICE
A. Section 0170 00 - Execution and Closeout Requirements: Requirements for maintenance
service.
B. Maintain seeded areas immediately after placement until grass is well established and
exhibits vigorous growing condition for minimum of three cuttings.
PART 2 PRODUCTS
2.1 TOPSOIL MATERIALS
A. Conform to Section 32 91 19. Topsoil: Original surface soil typical of the area, which is
capable of supporting native plant growth; free of large stones, roots, waste, debris,
contamination, or other unsuitable material, which may be detrimental to plant growth;
pH value of 5.4 to 7.0.
City of Eden Seeding
Eden Remediation Program 3292 19-2
WKD Project Number: 20120031.0LRA

2.2 SEED MIXTURE
A. Furnish materials in accordance with North Carolina Board of Agriculture rules and
regulations as specified in Section 1660 of NCDOT Standard Specifications.
B. Seed Mixture and Rate:
1. ]
'iedmont Region:
Tall fescue 80 lbs/acre
Sericea les edeza 20 lbs/acre
Kobe les edeza 10 lbs/acre
2.3 STREAM RESTORATION/STABILIZATION PREMANENT SEEDING
A. Seed Mixture and Rate:
1. The seed mixture shall be applied at the rate of 20 lbs per acre.
2. The following table lists herbaceous, permanent seed mixtures. The Contractor
shall provide detailed information including but not limited to germination rates,
noxious weed seeds and date and location of harvest on seed mixture. The
Engineer must approve the seed mixture and any mixture changes prior to
application.
Permanent Seed Mixtures:
Scientific Name
Common Name
Seed `%0
Andropogon virginicus
Broomsedge
15
Carex vulpinoides
Fox Sedge
10
Chasmanthium laxa
Wood Oats
10
Coreopsis major
Tickseed
5
Elymus virginicus
Virginia Wildrye
15
Juncus effuses
Soft Rush
15
Leersia oryzoides
Rice Cut Grass
10
Panicum clandestinum
Switchgrass
10
Scirpus cyperinus
Woolgrass
10
2.4 STREAM RESTORATION/STABILIZATION TEMPORARY SEEDING
A. Seed Mixture and Rate:
1. Winter seed mixture shall be used between October 1 and April 1; all other dates
the summer seed mixture shall be used. Winter seed mixture shall be applied at
50 lbs/acre; summer seed mixture shall be applied at 40 lbs/acre.
City of Eden Seeding
Eden Remediation Program 3292 19-3
WKD Project Number: 20120031.0LRA

B. Temporary Seed Mixtures
Reference NCDOT Standard Specification 1060 for fertilization, lime and
mulching rates.
2.5 WETLAND TEMPORARY SEEDING
Temporary
Scientific Name
Common
Seed %
Andro 0 on vir inicus
2 lbs/acre
Name
Panicum ramosum
Seed Mixture B Winter
Horedum. spp.
Barley
50
Virginia Wild Rye
Secale cereale
Winter Rye
50
Seed Mixture C
3 lbs/acre
Browntop
Horedum spp.
Summer
Panicum ramosum
Millet
50
Wool ass
Pennisetum glacum
Pearl Millet
50
Reference NCDOT Standard Specification 1060 for fertilization, lime and
mulching rates.
2.5 WETLAND TEMPORARY SEEDING
Temporary
April 1 to October 1
Andro 0 on vir inicus
2 lbs/acre
Browntop Millet
Panicum ramosum
20 lbs/acre
Pearl Millet
Pennisetum glac um
20lbs/acre
Virginia Wild Rye
El mus vir inicus
2 lbs/acre
October I to April 1
Juncus effusus
3 lbs/acre
Barley
Horedum spp.
25 lbs/acre
Winter Rye
Secale cereale
25 lbs/acre
2.6 WETLAND PREMANENT SEEDING
Permanent
Broom Sedge
Andro 0 on vir inicus
2 lbs/acre
Fox Sedge
Carex vul inoides
2 lbs/acre
Wood Oats
Chasmanthium laxa
2 lbs/acre
Virginia Wild Rye
El mus vir inicus
2 lbs/acre
Soft Rush
Juncus effusus
3 lbs/acre
Rice Cut Grass
Leersia oryzoides
3 lbs/acre
Switch ass
Panicum clandestinum
3 lbs/acre
Wool ass
Scir us cyperinus
3 lbs/acre
2.7 ACCESSORIES
A. Mulching Material: Oat or wheat straw, free from weeds, foreign matter detrimental to
plant life, and dry. Hay or chopped cornstalks are not acceptable.
City of Eden Seeding
Eden Remediation Program 3292 19-4
WKD Project Number: 20120031.0LRA

B. Fertilizer: Commercial grade; recommended for grass; of proportion necessary to
eliminate deficiencies of topsoil, as indicated in analysis. When test is not available, use
10-10-10 mixture of Nitrogen, phosphoric acid, and soluble potash.
C. Lime: ASTM C602, Class T or Class O agricultural limestone containing a minimum
80 percent calcium carbonate equivalent.
D. Water: Clean, fresh and free of substances or matter capable of inhibiting vigorous
growth of grass.
E. Erosion Fabric: Jute matting, open weave.
F. Herbicide: As required to combat type of weeds encountered.
G. Stakes: Softwood lumber, chisel pointed.
H. String: Inorganic fiber.
PART 3 EXECUTION
3.1 EXAMINATION
A. Section 0130 00 - Administrative Requirements: Verification of existing conditions
before starting Work.
B. Verify prepared soil base and topsoil are ready to receive the Work of this Section.
UPS 0:171M14IFA 12[e1
A. Apply lime at application rate recommended by soil analysis. Work lime into top 6 inches
of soil.
B. Apply fertilizer at application rate recommended by soil analysis.
C. Apply after smooth raking of topsoil and prior to roller compaction.
D. Do not apply fertilizer at same time or with same machine used to apply seed.
E. Mix fertilizer thoroughly into upper 2 inches of topsoil.
F. Lightly water soil to aid dissipation of fertilizer. Irrigate top level of soil uniformly.
3.3 SEEDING
A. Apply seed evenly in two intersecting directions at the rates shown above. Rake in
lightly.
City of Eden Seeding
Eden Remediation Program 3292 19-5
WKD Project Number: 20120031.0LRA

B. Do not seed areas in excess of that which can be mulched on same day.
C. Planting Season:
1. Piedmont Region:
a. Fall: August 15 — September 15.
b. Late Winter: February 15 — March 21.
D. Do not sow immediately following rain, when ground is too dry, or when winds are over
12 mph.
E. Roll seeded area with roller not exceeding 112 lbs/linear foot.
F. Immediately following seeding and rolling, apply mulch to thickness of 1/8 inch.
Maintain clear of shrubs and trees.
3.4 STREAM RESTORATION/STABILIZATION PERMANENT SEEDING
A. Apply water with fine spray immediately after each area has been mulched. Saturate to
4 inches of soil.
B. Stream restoration/stabilization permanent seeding will be required on newly constructed
streambanks above and below the bankfull elevation. Staging and heavy traffic areas
shall require tillage or sub -soiling to reduce compaction from equipment to ensure
adequate conditions exist for seedling survival. At least three passes shall be made in
varying directions; the final pass shall be on contour. Minimum tillage depth is 8 inches.
C. Permanent seeding shall occur in conjunction with stream restoration/stabilization
temporary seeding where applicable. When stream restoration/stabilization permanent
seeding occurs independently, the area shall be mulched as directed in Stream restoration
temporary seeding provision.
D. Areas fertilized for stream restoration/stabilization temporary seeding shall be
sufficiently fertilized for stream restoration/stabilization permanent seeding; additional
fertilizer is not required for stream restoration/stabilization permanent seeding.
E. Seed mixtures at the rates shown in the table above shall be used for seeding. Ideally,
stream restoration/stabilization permanent seeding shall occur in November, February or
March.
3.5 STREAM RESTORATION/STABILIZATION TEMPORARY SEEDING
A. Temporary seeding will be required on all stream restoration/stabilization areas disturbed
following all land disturbing activities in accordance with Section 1620 of the latest
edition NCDOT Standard Specifications. This temporary seeding is specifically to be
used within streambanks.
B. All soil in planting areas shall be tested and the rate of fertilization and liming shall be in
accordance with the test results.
City of Eden Seeding
Eden Remediation Program 3292 19-6
WKD Project Number: 20120031.0LRA

C. The planting of any species of fescue grass within stream and channel banks is prohibited
unless otherwise approved by the Engineer.
D. All areas shall be mulched for erosion control upon completion of construction activities
or as directed by the Engineer.
3.6 HYDROSEEDING
A. Apply fertilizer, mulch and seeded slurry with hydraulic seeder at rate of 6 lbs per
1,000 square feet evenly in one pass.
B. Apply water with fine spray immediately after each area has been hydroseeded. Saturate
to 4 inches of soil and maintain moisture levels two to four inches.
3.7 SEED PROTECTION
A. Identify seeded areas with stakes and string around area periphery. Set string height to 12
inches. Space stakes at 5 feet on center.
B. Cover seeded slopes where grade is greater than 3 H:1 V with erosion fabric. Roll fabric
onto slopes without stretching or pulling.
C. Lay fabric smoothly on surface, bury top end of each section in 6 -inch -deep excavated
topsoil trench. Overlap edges and ends of adjacent rolls minimum 12 inches. Backfill
trench and rake smooth, level with adjacent soil.
D. Secure outside edges and overlaps at 36 -inch intervals with stakes.
E. Lightly dress slopes with topsoil to ensure close contact between fabric and soil.
F. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges
minimum 6 inches.
fcx:� L /:111210 91►/:11►[y 21
A. Mow grass at regular intervals to maintain at maximum height of 2-1/2 inches. Do not cut
more than 1/3 of grass blade at each mowing. Perform first mowing when seedlings are
40 percent higher than desired height.
B. Neatly trim edges and hand clip where necessary.
C. Immediately remove clippings after mowing and trimming. Do not let clippings lay in
clumps.
D. Water to prevent grass and soil from drying out.
E. Roll surface to remove minor depressions or irregularities.
F. Control growth of weeds. Apply herbicides. Remedy damage resulting from improper use
of herbicides.
City of Eden Seeding
Eden Remediation Program 3292 19-7
WKD Project Number: 20120031.0LRA

G. Immediately reseed areas showing bare spots.
H. Repair washouts or gullies.
I. Protect seeded areas with warning signs during maintenance period.
3.9 SCHEDULE
A. See Drawings for detailed seeding schedule.
END OF SECTION
City of Eden Seeding
Eden Remediation Program 3292 19-8
WKD Project Number: 20120031.0LRA

Determination of Jurisdiction:
A. ® There are waters on the above described project area that may be subject to Section 404 of the Clean Water Act (CWA)
(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary determination
is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal
of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the
commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters
of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters within the above described project area that are subject to the permit requirements of Section 404 of the Clean
Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued DATE. Action ID: FILE NUMBER.
Basis For Determination: See the Preliminary Jurisdictional Determination form dated 9/18/2019.
Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N/A.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
i:�'v � f' Date: 2019.09.18 11:24:09
Corps Regulatory Official: -04'00
David E. Bailey
Date of JD: 9/18/2019 Expiration Date of JD: N/A

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: City of Eden (Attu: Terr SheltonFile Number: SAW -2019-01086 Date: 9/18/2019
Attached is: See Section below
LAPPROVED
PROFFERED PERMIT Standard Permit or Letter of ermission A
RED PERMIT Standard Permit or Letter of ermission B
DENIAL C
JURISDICTIONAL DETERMINATION D
INARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.gM.mil/Missions/CivilWorks/Reu� latoryProgramandPermits.asox
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: David E. Bailey
CESAD-PDO
Raleigh Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1OM15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303-8801
Wake Forest, North Carolina 27587
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunit to participate in all site investigations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

Action ID Number: SAW -2019-01086
Permittee: City of Eden (Attn: Terry Shelton)
County: Rockingham
Project Name: City of Eden / Bridge Street Basin sewer remediation / Rockingham county / municipal
Date Verification Issued: 9/18/2019
Project Manager: David E. Bailey
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: David E. Bailey
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