20090266 Ver 6_PCN Form Submission_20190703

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20090266
6
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Washington Regional Office - [phone] Robert Tankard:eads\rbtankard
Information for Initial Review
1a. Name of project:
GUC Rawvrater intake maintenance dredging 2019
1a. Who is the Primary Contact?*
Julus Patrick
1b. Primary Contact Email:*
[e-mail]
Date Submitted
7/3/2019
Nearest Body of Water
Tar River
Basin
Tar -Pamlico
Water Classification
Class WS -N/ NSW
Site Coordinates
Latitude:
35.635894
A. Processing Information
County (or Counties) where the project is located:
Pitt
Is this project a public transportation project?*
r Yes r No
Longitude:
-77.401244
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
V Section 10 Permit (navigable venters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
r 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
03 - Maintenance
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
(,7 401 Water Quality Certification - Express
F Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
Q Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
C Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Greenville Utilities Commission (GUC)
2b. Deed book and page no.:
Deed Book J43, Page 229
2c. Responsible party:
2d. Address
Street Address
801 Mumford Road
Address Line 2
PO Box 1847
city
Greenville
Postal / Zip Cade
27835
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
State / Rovinoe / %gion
NC
Country
United States
2f. Fax Number:
r Yes r No
rYes rNo

1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/town:
Greenville
2. Project Identification
2a. Property Identification Number:
3 parcels: 4679512348; 4679518588;
4675417259
2c. Project Address
Street Address
1721 Waterway Road
Address Line 2
City
Greenville
Postal / Zip Cade
27834
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Tar River
3b. Water Resources Classification of nearest receiving water:*
Class WS -IV NSW
3c. What river basin(s) is your project located in?*
Tar -Pamlico
3d. Please provide the 12 -digit HUC in which the project is located.
030201030404
4. Project Description and History
2b. Property size:
45.47
State / Rwince / fbgion
NC
Country
us
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The existing site is a 22.5 MGD Water Treatment Plant. Surrounding areas are forested riparian buffer, forested cypress wetland and previously disturbed wetland. Greenville utilities
has 8 intake screens located in the Tar River. The raw intake facility is located on the bank of the Tar River.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
6 Yes f No f Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW -0000-00000).
DWR # 09-0266 V5
SAW 2018-01462
Project History Upload
Previous Permits.pdf
2.47MB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Topography map.pdf
289.96KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil survey.pdf 123.33KB
4f. List the total estimated acreage of all existing wetlands on the property:
1.86
4g. List the total estimated linear feet of all existing streams on the property:
1,900
4h. Explain the purpose of the proposed project:*
The proposed project will remove accumulated sediment to restore full operational capacity of our intakes to ensure Greenville Utilities has the ability to deliver adequate supply of safe
drinking water to customers for consumption and fire flow protection.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The area to be dredged is to remove excess sediment around Greenville Utilities intakes. 2019 annual inspection by the diver revealed that upper intakes were partially covered with
sediment and the sand bar is encroaching on downstream intakes. Covered screens impacts water flowto the treatment process. An increase frequency in screen backwashes reduces
plant capacity. Proposed method for sediment removal is either mechanical dredge or hydraulic dredge.
Mechanical dredge -The sediment will be excavated from river by either long reach excavator or excavator on a barge. Excavated materials Will be loaded onto an off-road dump truck.
Sediment will be transported to spoils area. This process will not impact Tar River or surrounding wetlands.
Hydraulic dredge- Discharge pipe will transport Tar River sediment to spoils area located approximately 400 ft. from Tar River. The spoils area has an 8 inch overflow pipe to capture
any decant to prevent overflow over the spoils area. Any decant that enters the overflow pipe flows back to the raw water pump station %etwell. The water in the wetwell is pumped into
the pre -settling impoundment and sent through the treatment process. Water levels never reached the overflow pipe in previous dredging projects due to the surface area of the spoils
being adequate to hold the volume of discharge. This process Will not impact Tar River and surrounding wetlands.

4j. Please upload project drawings for the proposed project.
Area to be dredged.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No
Comments:
Surrounding wetlands will not be impacted by this project.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW -2009-00541
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Abby Rokosch
Agency/Consultant Company: Brown and Caldwell
Other:
1.21 MB
r Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
Documentation was sent to Josh Pelletier in November 2008 and is included in the attachment documents.
5d1. Jurisdictional determination upload
Wetland determination.pdf 4.26MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r- Wetlands R Streams -tributaries r- Buffers
r- Open Waters r- Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * L31. * 3Type of 3g. S. width h. Impact
risdiction* length*
Dredging river :::Iff:]
Excavation J�ver PerennialCors 40 =(011o -)
g 9p Average (feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
300
3i. Total stream and ditch impacts:
300
3j. Comments
E. Impact Justification and Mitigation
1. Avoidance and Minimization
3i. Total temporary stream impacts:
0
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Iowa vanes while not successful in keeping screens free of sediments do appear to have reduced the frequency in stream dredging over the last nine
years.

1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
GUC contract divers to perform annual inspections of intakes. Hand vacuum around screens and annual monitoring minimize impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Excavation of sediment from Tar River will be moved to spoils area. No wetland will be impacted.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
C Level Spreader
[ Vegetated Conveyance (lower SHWT)
[ Wetland Swale (higher SHWT)
[ Other SCM that removes minimum 30% nitrogen
r- Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
D-1077 - GUC WTP Erosion Control Plan - Signed.pdf 1.68MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H.0500), Isolated Wetland Rules (15A NCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?
r' Yes r No
3b. If you answered "no," provide a short narrative description.
This project is for maintenance dredging only to restore full operational capacity.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*

r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
Se. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
NC Natural Heritage Program and the NC USFWS web services
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r• Yes r No
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
r Yes r No r Unknown
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NC Natural Heritage Program and the NC USFWS web services
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC State Historic Preservation Office
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? *
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
This project will not create any new structures in the floodplain
8c. What source(s) did you use to make the floodplain determination?*
NC floodplain information system
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
P By checking the box and signing below, I certify that:
I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND

. I intend to electronically sign and submit the PCN form.
Full Name:
Julius Patrick
Signature
Date
7/3/2019

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Soil Map -Pitt County, North Carolina
Map Unit Legend
Pitt County, North Carolina (NC147)
Map Unit Symbol Map Unit Name
Acres in AOI
Percent of AOI
AgB Alaga loamy sand, banded
substratum, 0 to 6 pemv it
slopes (Alpin)
8.3
20.41%,
Bb
Bibb complex
8.2
20.2%
LOB
Lakeland sand, 0 to 6 percent
slopes
6.9
3.7
16.8%
9.0%
Ps
PactoNs loamy sand
SW
Swamp (Johnston)
1.8
4.3%
W
Water
12.0
29.3%
Totals for Area of Interest (AOI)
►°�"_ Natural Resources
Conservation Service
1 __ 40.91 100.0%
Web Soil Survey 2.0 711 WOOS
National Cooperative Soil Survey Page 3 of 3

Erosion Control Measures:
1. All work will be done in accordance with the Sedimentation Control Act of 1973, the North Carolina Department of
Environment and Natural Resources. No land disturbing activity beyond that required to install the appropriate erosion control
measures may proceed until measures are inspected and approved.
2. Prior to topsoil stripping or demolition operations, silt fence and check dams shall be installed as shown on the construction
drawings.
3. Seed bed preparation shall be conducted according to North Carolina Department of Transportation Standard Specifications
for Roads and Structures (D.O.T.). The ground surface shall be cleared of stumps, stones, roots, cables, wire, grade stakes, and
other materials that might hinder proper grading, tillage, seeding or subsequent maintenance operations. Grades on the area
to be seeded shall be maintained in a true and even condition. Maintenance shall include any necessary repairs to previously
graded areas. All graded areas shall be thoroughly tilled to a depth of at least four (4) inches by plowing, disking, harrowing, or
other approved methods until the condition of the soil is acceptable. On sites where soil conditions are such that high clay
content and excessive compaction cause difficulty in getting clods and lumps effectively pulverized, the Contractor shall use
the rotary tillage machinery until the mixing of the soil is acceptable and no clods or clumps remain larger than 1 1/2 inches in
diameter. A firm and compact seed bed is required and after being graded, the seed bed shall be lightly compacted with a
land roller, such as a cultipacker, before and after seeding. Limestone shall be dolomitic agriculture ground limestone
containing not less than 10 percent magnesium oxide. Lime shall be uniformly applied at the rate of 2 tons per acre. Fertilizer
shall be uniformly applied at a rate of 500 pounds per acre of 10-20-20 analysis. The fertilizer shall be incorporated into the
upper three or four inches of prepared seed bed just prior to the last tillage operation, but in no case shall it be applied more
than three days prior to seeding. Fertilizer shall be used immediately after delivery or stored in a manner that will not permit
it to harden or destroy its effectiveness.
When hydroseeding equipment is used for seeding, fertilizer shall be applied simultaneously with seed, using the above rates
of application. Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements
for certification. All seed shall be furnished in sealed standard containers. Seed which has become wet, moldy, or otherwise
damaged prior to seeding will not be acceptable. Seeding shall be accomplished with hand planters, power- drawn planters,
hand packers, or hydroseeding equipment at the rates prescribed in the Permanent Seeding Schedule at left:
4. Ground Stabilization (Per NCG010000)
a. Soil stabilization shall be achieved on any area of a site where land -disturbing activities have temporarily or permanently
ceased according to the following schedule:
i. All perimeter dikes, swales, ditches, perimeter slopes and all slopes steeper than 3 horizontal to 1 vertical (3:1) shall be
provided temporary or permanent stabilization with ground cover as soon as practicable but in any event within 7
calendar days from the last land -disturbing activity.
ii. All other disturbed areas shall be provided temporary or permanent stabilization with ground cover as soon as practicable
but in any event within 14 calendar days from the last land -disturbing activity.
b. Conditions - In meeting the stabilization requirements above, the following conditions or exemptions shall apply:
i. Extensions of time may be approved by the permitting authority based on weather or other site-specific conditions that
make compliance impracticable.
ii. All slopes 50' in length or greater shall apply the ground cover within 7 days except when the slope is flatter than 4:1.
Slopes less than 50' shall apply ground cover within 14 days except when slopes are steeper than 3:1, the 7
day -requirement applies.
iii. Any sloped area flatter than 4:1 shall be exempt from the 7 -day ground cover requirement.
iv. Slopes 10' or less in length shall be exempt from the 7 -day ground cover requirement except when the slope is steeper
than 2:1.
V. Although stabilization is usually specified as ground cover, other methods, such as chemical stabilization, may be allowed
on a case-by-case basis.
vi. For portions of projects within one mile and draining to trout waters and High Quality Waters as classified by the
Environmental Management Commission, stabilization with ground cover shall be achieved as soon as practicable but in
any event on all areas of the site within 7 calendar days from the last land -disturbing act.
vii. For portions of projects located in Outstanding Resource Waters watersheds as classified by the Environmental
Management Commission, stabilization with ground cover shall be achieved as soon as practicable but in any event on all
areas within 7 calendar days from the last land -disturbing act.
viii. Portions of a site that are lower in elevation than adjacent discharge locations and are not expected to discharge during
construction may be exempt from the temporary ground cover requirements if identified on the approved E&SC plan or
added by the permitting authority.
5. Self Inspection and Reporting Requirements (Per NCG010000)
Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by the Division of
Water Quality.
a. A rain gauge shall be maintained in good working order on the site unless another rain monitoring device has been
approved by the permitting authority.
b. A written record of the daily rainfall amounts shall be retained and all records shall be made available to DWQ or
authorized agent upon request (Note: if no rainfall occurred, the permittee must record zero ).
C. Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly. Inspection
records must be maintained for each inspection event and for each measure. At a minimum, inspection of measures must
occur at the frequency indicated below:
i. All erosion and sedimentation control measures must be inspected by or under the direction of the permittee at least once
every seven calendar days, and
ii. All erosion and sediment control measures must be inspected by or under the direction of the permittee within 24 hours
after any storm event of greater than 0.50 inches of rain per 24 hour period.
iii. Times when a determination that adverse weather conditions prevented inspections should be documented on the
Inspection Record.
d. Once land disturbance has begun on the site, stormwater runoff discharge outfalls shall be inspected by observation for
erosion, sedimentation and other stormwater discharge characteristics such as clarity, floating solids, and oil sheens.
Inspections of the outfalls shall be made at least once every seven calendar days and within 24 hours after any storm
event of greater than 0.50 inches of rain per 24 hour period.
e. Inspections are only required to be made during normal business hours. When adverse weather conditions would cause
the safety of the inspection personnel to be in jeopardy, the inspection can be delayed until it is deemed safe to perform
these duties. If the inspection cannot be done on that day, it must be completed on the following business day.
f. Twenty-four Hour Reporting for visible sediment deposition
i. The permittee shall report to the Division of Water Quality central office or the appropriate regional office any visible
sediment being deposited in any stream or wetland or any noncompliance which may endanger health or the
environment. (See Section IX of this permit for contact information.) Any information shall be provided orally or
electronically within 24 hours from the time the permittee became aware of the circumstances. Visible discoloration or
suspended solids in the effluent should be recorded on the Inspection Record as provided below.
ii. A written submission shall be provided to the appropriate regional office of the DWQ within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a description of the sediment
deposition and actions taken to address the cause of the deposition. The Division of Water Quality staff may waive the
requirement for a written report on a case-by-case basis.
g. Records of inspections made during the previous 30 days shall remain on the site and available for agency inspectors at all
times during normal working hours, unless the permitting authority provides a site-specific exemption based on unique
site conditions that make this requirement not practical. Older records must be maintained for a period of one year after
project completion and made available upon request. The records must provide the details of each inspection including
observations, and actions taken in accordance with this permit. The permittee shall record the required rainfall and
monitoring observations on the Inspection Record for Activities Under Stormwater General Permit NCGO10000 form
provided by the Division or a similar inspection form that is inclusive of all of the elements contained in the Division's form.
Electronic storage of records will be allowed if approved by the permitting authority.
h. Inspection records must include, at a minimum, the following:
i. Control Measure Inspections: Inspection records must include at a minimum:
1. identification of the measures inspected,
2. date and time of the inspection,
3. name of the person performing the inspection,
4. indication of whether the measures were operating properly,
5. description of maintenance needs for the measure,
6. corrective actions taken and
7. date of actions taken.
ii. Stormwater Discharge Inspections: Inspection records must include at a minimum:
1. identification of the discharge outfall inspected,
2. date and time of the inspection,
3. name of the person performing the inspection,
4. evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration,
5. indication of visible sediment leaving the site,
6. actions taken to correct/prevent sedimentation and
7. date of actions taken.
iii. Visible Sedimentation Found Outside the Site Limits: Inspection records must include:
1. an explanation as to the actions taken to control future releases,
2. actions taken to clean up or stabilize the sediment that has left the site limits and
3. the date of actions taken.
iv. Visible Sedimentation Found in Streams or Wetlands: All inspections should include evaluation of streams or wetlands
onsite or offsite (where accessible) to determine if visible sedimentation has occurred.
V. Visible Stream Turbidity - If the discharge from a site results in visible stream turbidity, inspection records must record that
evidence and actions taken to reduce sediment contributions. Sites discharging to streams named on the state's 303(d) list
as impaired for sediment -related causes may be required to perform additional monitoring, inspections or application of
more -stringent management practices if it is determined that the additional requirements are needed to assure
compliance with the federal or state impaired -waters conditions. If a discharge covered by this permit enters a stream
segment that is listed on the Impaired Stream List for sediment -related causes, and a Total Maximum Daily Load (TMDL)
has been prepared for those pollutants, the permittee must implement measures to ensure that the discharge of
pollutants from the site is consistent with the assumptions and meets the requirements of the approved TMDL. The DWQ
303(d) list can be found at: http://h2o.enr.state.nc.us/tmdl/General_303d.htm/
6. All erosion and sedimentation control devices shall remain in place and be maintained by the Contractor until all seeding is
established and construction areas have been stabilized.
7. Temporary Seeding - Seed in accordance with Soil Conservation Service recommendations with regard to seed type, rate of
application, fertilizer, etc.
GREENVILLE UTILITIES COMMISSION
EROSION & SEDIMENTATION CONTROL PLAN
1721 WATERWAY ROAD
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Site Data
TOTAL ACREAGE IN SITE:
TAX MAP NUMBER:
TAX PARCEL NUMBER:
CURRENT ZONING:
DISTURBED ACREAGE:
RIVER BASIN:
ADDRESS:
Survev Note:
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BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY
SPRUILL & ASSOCIATES INC., AS SHOWN ON DRAWING ENTITLED TOPOGRAPHIC SURVEY
FOR GREENVILLE UTILITIES COMMISSION A PORTION OF THE WATER TREATMENT PLANT,
DATED MAY 30, 2016, ATTACHED TO THIS DRAWING SET FOR REFERENCE.
General Notes:
1. CONTRACTOR SHALL CONTACT NC ONE -CALL (1-800-632-4949) 72 HRS. IN ADVANCE
AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR
TRENCHING.
2. NO NEW IMPERVIOUS AREA WILL BE INSTALLED AS A PART OF THIS PROJECT. A
STORMWATER MANAGEMENT PLAN IS NOT REQUIRED.
3. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON THE
CONTRACTORS COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS,
REGULATION AND RULES. IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR
RULES MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. APPROVAL OF THE
EROSION CONTROL PLAN DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
4. BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG
WATERCOURSES IN THE NEUSE AND TAR / PAMLICO RIVER BASINS. THESE RULES ARE
ENFORCED BY THE DIVISION OF WATER RESOURCES (DWR). DIRECT ANY QUESTIONS
ABOUT THE APPLICABILITY OF THESE RULES TO THE PROJECT TO THE REGIONAL WATER
QUALITY SUPERVISOR, WASHINGTON REGIONAL OFFICE AT [phone].
Erosion And Sedimentation Control Provisions:
1. OBTAIN AND POST A COPY OF THE CERTIFICATE OF EROSION CONTROL PLAN APPROVAL
AT THE PRIMARY ENTRANCE TO EACH PROJECT AREA. CERTIFICATE SHALL REMAIN UNTIL
THE SITE IS PERMANENTLY STABILIZED.
2. ROCK INLET SEDIMENT TRAPS TO BE INSTALLED AROUND EACH CATCH BASIN AND DROP
INLET AND ALL LOCATIONS INDICATED ON PLANS.
3. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED.
4. MINIMIZE CLEARING AND PROTECT EXISTING VEGETATION OUTSIDE CONSTRUCTION
LIMITS.
5. EXISTING ON-SITE DRIVEWAYS SHALL SERVE AS CONSTRUCTION ENTRANCES.
6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY
PHASE OF GRADING ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1. ALL OTHER
AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES
ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL
EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK
ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION.
Proposed Project:
The project consists of dredging of existing water impoundments.
1. Construction and implementation of appropriate
1 Week
sedimentation and erosion control measures.
°N'
2. Construct Ditches to Receive Dredge Discharge
2 Weeks
3. Dredging Operations
4 Weeks
4. Backfill Ditches and Grade Site
2 Weeks
5. Seeding & Mulching
1 Week
6. Removal of Erosion Control Measures
1 Week
An anticipated time schedule of 3 months is expected for this project.
Sheet Index:
Sheet No. C-1
Sheet No. C-2
Sheet No. C-3
Survey
(Spruill & Associates, P.A.)
OWNER
GREENVILLE UTILITIES COMMISSION
PO BOX 1847
GREENVILLE, N.C. 27835
[phone]
Cover
Dredge Discharge Area 1
Dredge Discharge Area 2
2 Sheets
200' 0 100' 200'
SCALE 1 inch = 200 ft
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RAW WATER IMPOUNDMENT AREA ----7
DREDGE DISCHARGE AREA 1
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DI DROP INLET
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Date: 07-26-2016

8
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MAIN WATER
PIPE AT
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57 FEET
220 FEET
LEGEND
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11 6' CHAIN LINK FENCE
Grading Notes: 11
I I
1. UPON COMPLETION OF DREDGING OPERATIONS, DITCHES SHALL BE BACKFILLED AND
THE AREA SHALL BE UNIFORMLY GRADED TO PROVIDE POSITIVE DRAINAGE.
A
1 /A" \A/IRF A
MAXIMUM POST SPACING 4 FT.
2'
CON TROSTONE V-6" Wil / I L
A
-f
NOTES:
SEDIMENT CONTROL STONE SHALL BE NO. 5
OR NO. 57 AND SHALL BE PAID FOR AT THE
CONTRACT UNIT PRICE PER TON "SEDIMENT
CONTROL STONE."
WIRE MESH SHALL BE HARDWARE CLOTH 23
GAUGE MIN. AND SHALL HAVE 1/4 INCH MESH
MESH OPENINGS.
TOP OF WIRE MESH SHALL BE A MINIMUM OF
ONE FOOT BELOW THE SHOULDER OR ANY
DIVERSION POINT.
STEEL POST SHALL BE 5 FT. IN HEIGHT, BE
INSTALLED 1.5 FT. DEEP MINIMUM, AND BE
OF THE SELF -FASTENER ANGLE STEEL TYPE.
WOOD POST SHALL BE 6 FT. IN HEIGHT, BE
INSTALLED TO 1.5 FT. DEEP MINIMUM, AND BE
3 INCHES IN DIAMETER. POST SPACING SHALL
BE A MAXIMUM OF 4 FT.
INSPECT INLETS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (Z INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF
AVERAGE BOX ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
DIMENSION VARIABLE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
FILTERED TAKE CARE NOT TO DAMAGE OR UNDERCUT
WATER THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
CCr-rinnl A A
MULTI -DIRECTIONAL FLOW
ROCK INLET SEDIMENT TRAP
(NOT TO SCALE)
M
DREDGE DISCHARGE AREA 2
NOTES:
INSPECT SEDIMENT FENCES AT
LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A
SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING
CLEANOUT.
REMOVE ALL FENCING MATERIALS
AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
8' MAX. STANDARD STRENGTH FABRIC W/ WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC W/O WIRE FENCE
12 GAUGE, 4"x 4" WELDED WIRE FABRIC
STEEL POST
WIRE FABRIC
OQ
UV RESISTANT
GEOTEXTILE FABRIC
M N TAMPED
BACKFILL
GROUND LINE
8" DOWN & 4" FORWARD
ALONG THE TRENCH
TEMPORARY SILT FENCE
(NOT TO SCALE)
4' MIN.
SILT FENCE J
FILTER STONE
FRONT VIEW
3' FILTER
FABRIC ON
GROUND FILTER OF 1" DIA.
WASHED STONE
BURY 6" OF UPPER BURY WIRE FENCE AND
EDGE OF FILTER I I HARDWARE CLOTH
FABRIC IN TRENCH U
SECTION VIEW
40' 0 20' 40'
SCALE 1 inch= 40 ft
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U STEEL FENCE POST SET MAX 2'
1 APARTI8" INTO SOLID GROUND
SILT FENCE OUTLET
(NOT TO SCALE)
Ply
100 YEAR FLOOD HAZARD e0j
ZONE X SHADED
(500 YEAR FLOOD ZONE)
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Project Number:
16020
Drawing Number:
D-1077
C-3
Date: 07-26-2016

A
,r
EXISTING
CONCRETE
RETAINING
v- WALL (TYP')
Cy
0
LIMITS OF ---�
f RIP -RAP TO BE
REMOVED AND _
REPLACED IN
KIND (TYP)
SEE DRAWING
010=C-02 FOR
HEADER SYSTEM
__-DETAILS
FLOW TRAINING VANE (T
(SEE DETAILS C/000 -C-02
AND D/000 -C-02 FOR
CONFIGURATION)
15
ilm
5
0
Q
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-15
-20
0+00
1
I :PUUU-u-w)
x
0
/:�
-'S ! - KEY NOTES.
NO. DESCRIPTION
30" X 30" 45 -DEGREE BEND, RJ X RJ
:)F 30`° X 30" 45 -DEGREE BEND, RJ X RJ
SIDS"
f 30" X 30" 45 -DEGREE BEND, RJ X RJ
I ELD LO�. / 30" X 30"45 -DEGREE BEND, RJ X RJ
FI
TEST PLUG,-
GASKET PLUG, 30" X 30" 45 -DEGREE BEND, RJ X RJ
--- LIMITS OF CONSTRUCTION (TYP) a 30" X 30" 45 -DEGREE BEND, RJ X RJ
30" X 30" 45 -DEGREE BEND, RJ X RJ
19 8 8 30" X 30" 45 -DEGREE BEND, RJ X RJ
30" X 30" 22.5 -DEGREE BEND PE X RJ
�0
M y 10 30" X 30" 22.5 -DEGREE BEND, PE X RJ
�' ---- 30" PIPES
20.0 O.C. 11 30" X 30" 22.5 -DEGREE BEND, RJ X RJ
'
- 12 30" X 30" 45 -DEGREE BEND, RJ X RJ
-- 13 INTAKE SCREEN W/ FLANGED
CONNECTION
--�_ - 14 INTAKE SCREEN W/ FLANGED
CONNECTION
15 INTAKE SCREEN W/ FLANGED
CONNECTION
16 INTAKE SCREEN W/ FLANGED
CONNECTION
1A SEE DETAIL
`.i B/000 -C-03 FOR 17 4" AIR BUBBLE LINES LOCATED r'x; 30" BFV's OPERATOR.
PROPOSED BOTH OPERATORS TO SOUTH SIDE OF VALVE.
INTAKE SECTION
5s4//
APPROXIMATE LIMITS OF 18 30" MJ BUTTERFLY VALVE
�. RIP -RAP (SEE DETAIL
0/000-0-03)
30" MJ BUTTERFLY VALVE
0+50 1+00 1+50 2+00 2+50
PROFILE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1," 5'
LINE IS 2 INCHES EXTERNAL REFERENCE FILE$
AT FULL SIZE 134891 GUC-00-C-0o dwg
(IF NOT 2"- SCALE ACCORDINGLY) 134891-Border.dw
5410 Trinity Road
vr
i , Palisades 11, Suite 320 DESIGNED: C SANDT
Raleigh, North Carolina 27607 DRAWN: M MENDEZ
a i [phone]
NC License No. F-0785 CHECKED: R TEAM
CHECKED: R CARRIER
APPROVED:
C D
11
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3+50
ZONE I REV.
4+00
0
4+50
REVISIONS
DESCRIPTION
15
10
5
0
5.59
CREEN
-5
CREEN = -7.0' MSL
RIVER
' MSL
-15
-15.75' MSL
-20
5+00
I 9r I
1 `i i i'
GENERAL NOTES:
NORTHING FASTING ELEVATION (MSL) 1.
ALL INFORMATION PERTAINING TO EXISTING PUMP STATION STRUCTURE
TOP OF BANK
AND EXISTING PUMP STATION INTERIOR IS BASED ON RECORD DRAWINGS
BY OLSEN ASSOCIATES, INC., DATED JULY, 1980,
CD
690330.26 2474950.73 CL = -7.00'
EXISTING GRADE
(TYP)
PROJECT SPECIFICATIONS SUPERSEDE THESE GENERAL NOTES, SEE
690326,06 2474994.81 CL = -7.00'
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SPECIFIC NOTES AND
DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND
690222.70 2474969.52 CL = -7.00'
TYPICAL DETAILS.
PROPOSED GRADE
(2:1)
CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO ENSURE THE
SAFETY OF WORKERS AND VISITORS TO THE SITE, INCLUDING BUT NOT
LIMITED TO ACCESS RESTRICTIONS, PROPER PERSONAL PROTECTIVE
690074.35 2475096.59 CL = -7.00'
EQUIPMENT, SAFETY MEETINGS AND TRAINING, WARNING SIGNS AND
BARRIERS, SHORING, AND BRACING. COMPLY WITH ALL FEDERAL, STATE,
690072.81 2475091,40 CL = -7.00'
AND LOCAL SAFETY CODES AND STANDARDS.
690005.00 2475084.41 CL = -7,00' 4.
ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF
GREENVILLE MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD).
089981.32 2475086.99 CL = -7.00'
5.
THERE IS NO GUARANTEE THAT UNDERGROUND UTILITIES ARE DEPICTED
STA. 4+46.76I
ACCURATELY AND THAT UTILITIES IN ADDITION TO THOSE SHOWN WILL NOT
BE ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
659976.08 2475080.55 CL = -7.00
LOCATION OF BURIED UTILITIES BEFORE CONDUCTING ANY EXCAVATION
INTAKE SCREEN
AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION OR TRENCHING
689938.7 247506435 CL Y -15.75
TO HAVE ALL UNDERGROUND UTILITIES LOCATED,
689970,56 2475073.76 CL = -15.75 6,
INTAKE SCREENS
00
STA. 4+55.14_
MATERIALS, PIPE LOCATION, PIPE SIZE AND DEPTH. CONTRACTOR SHALL
689961.08 2475030.38 CL = -7.00'
PREPARE FOR AND PERFORM DISCOVERY DIGS AHEAD OF CONSTRUCTION
CONNECTIONS OF SUCH VERIFICATIONS. TIME AND SCHEDULE FOR
(SEE SHEET
INTAKE SCREEN
42" HEADER SYSTEM
689955.79 2475023.88 CL = -7.00'
WORK A MINIMUM OF TEN (10) WORKING DAYS BEFORE CONNECTION IS
SCHEDULED TO BE CONST, RUCTED. THE ENGINEER SHALL. BE NOTIFIED
000-C-03 FORINTAKE
IMMEDIATELY OF ANY REQUIRED CHANGES.
� STA. 4+57.21
(SEE DRAWING 010-C-02)
DESIGN AND LAYOUTS OF UTILITIES SHOWN ON DRAWINGS ARE SCHEMATIC
ONLY. POINTS OF CONNECTION SHALL BE AS SHOWN ON THESE DRAWINGS,
SECTION)
689933.68 2475028.39 CL = -7.00'
INTAKE SCREEN
PASS UNDER EXISTING UTILITIES AS VERIFIED IN THE FIELD BY THE
WATER
SURFACE
8.
REQUIRED UTILITY RELOCATIONS ARE NOT NECESSARILY IDENTIFIED, ANY
RELOCATIONS OF EXISTING UTILITIES TO BE APPROVED IN ADVANCE BY
- (VA
IABLE)
689978.69 2475083.75
RELOCATING EXISTING UTILITIES THAT INTERFERE WITH THE INSTALLATION
OF NEW UTILITIES, AND TO OTHERWISE DEFINE A ROUTING FOR ALL NEW
UTILITIES OVER, UNDER, OR AROUND THE REMAINING EXISTING UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED
STA. 4+
WITH THE RELOCATION OF EXISTING UTILITIES,
C9
9.
BURIED POWER LINES EXIST WITHIN THE CONSTRUCTION LIMITS OR LESS
THAN TEN FEET OUTSIDE THE LIMITS.
7 $
10.
INTAKE
C3
TBM #1
N = 690464.65, E = 2474992.51 - BOLT ON TOP FLANGE OF FIRE HYDRANT
ELEVATION = 29.25' (MSL)
TBM #2
-
N=690349.93, E=2475047.36 - NW CORNER OF CONCRETE PAD
-P
LO
11.
ALL COORDINATES FOR PROPOSED SITE ARE AT GRADE LEVEL AND
OUTSIDE FACE OF STRUCTURE, PIPE CENTERLINE, OR TOP OF CONCRETE
I 7A' MEL
I� � � ~
UNLESS OTHERWISE NOTED.
°
I
30'" INTAKE.
PIPE TYP. OF 2
( )
13.
I
I
i I \e
I I
INTAKE
I
�. �-.+��- '� I AKE
CONSTRUCTION ACTIVITIES.
14.
SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCE,
!
PIPE #2
` ' `
EXISTING PUMPING STATION SHALL REMAIN IN SERVICE AT ALL TIMES
DURING CONSTRUCTION ACTIVITIES.
16.
THE CONTRACTOR SHALL EXPECT AND MATCH PROVISIONS FOR RAPIDLY
FLUCTUATING GROUND WATER AND SURFACE WATER. DEWATERING OF
STA. 3+01.72
STA, 3+71.96
SHALL CONFIRM TO/COMPLY WITH ALL REGULATORY PROVISIONS.
17.
RESTORE SITE TO EXISTING GRADES AT CONSTRUCTION COMPLETION.
18,
TOPOGRAPHICAL SURVEY FOR RECORD DRAWINGS COMPLETED BY CH
aBEND
45°
BEND
1
I /_1
STA. 0+07.24
STA.1+
4.10
STA.
+74.00
�`
i
45° BEND
45° BE
D
STA. 3+02.75
°
45 BEND
45° BEND (DOWN)
12
��\
;:::I::r
i I APPROXIMATE
STA. 0+04.59
STA. 1+12.60
STA.3
45
90.07
BEND
\
.L I BOTTOM = -13.
450 BEND
45° BENDRTA
lmI
..�
�
45° BEND (C
OWN)
9 _
4
INTAKE PIPE. #1
- - -�
STA. 4+28.39
STA. 4+15.6
45° BEND
UP)
45° BEND
P)
v
0+50 1+00 1+50 2+00 2+50
PROFILE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1," 5'
LINE IS 2 INCHES EXTERNAL REFERENCE FILE$
AT FULL SIZE 134891 GUC-00-C-0o dwg
(IF NOT 2"- SCALE ACCORDINGLY) 134891-Border.dw
5410 Trinity Road
vr
i , Palisades 11, Suite 320 DESIGNED: C SANDT
Raleigh, North Carolina 27607 DRAWN: M MENDEZ
a i [phone]
NC License No. F-0785 CHECKED: R TEAM
CHECKED: R CARRIER
APPROVED:
C D
11
y
e
E
3+50
ZONE I REV.
4+00
0
4+50
REVISIONS
DESCRIPTION
15
10
5
0
5.59
CREEN
-5
CREEN = -7.0' MSL
RIVER
' MSL
-15
-15.75' MSL
-20
5+00
I 9r I
1 `i i i'
GENERAL NOTES:
NORTHING FASTING ELEVATION (MSL) 1.
ALL INFORMATION PERTAINING TO EXISTING PUMP STATION STRUCTURE
--
AND EXISTING PUMP STATION INTERIOR IS BASED ON RECORD DRAWINGS
BY OLSEN ASSOCIATES, INC., DATED JULY, 1980,
CD
690330.26 2474950.73 CL = -7.00'
2.
PROJECT SPECIFICATIONS SUPERSEDE THESE GENERAL NOTES, SEE
690326,06 2474994.81 CL = -7.00'
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SPECIFIC NOTES AND
DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND
690222.70 2474969.52 CL = -7.00'
TYPICAL DETAILS.
690213.77 2474983.23 CL = -7.00' 3.
CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO ENSURE THE
SAFETY OF WORKERS AND VISITORS TO THE SITE, INCLUDING BUT NOT
LIMITED TO ACCESS RESTRICTIONS, PROPER PERSONAL PROTECTIVE
690074.35 2475096.59 CL = -7.00'
EQUIPMENT, SAFETY MEETINGS AND TRAINING, WARNING SIGNS AND
BARRIERS, SHORING, AND BRACING. COMPLY WITH ALL FEDERAL, STATE,
690072.81 2475091,40 CL = -7.00'
AND LOCAL SAFETY CODES AND STANDARDS.
690005.00 2475084.41 CL = -7,00' 4.
ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF
GREENVILLE MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD).
089981.32 2475086.99 CL = -7.00'
5.
THERE IS NO GUARANTEE THAT UNDERGROUND UTILITIES ARE DEPICTED
689994,17 2475071.08 CL = -7.00
ACCURATELY AND THAT UTILITIES IN ADDITION TO THOSE SHOWN WILL NOT
BE ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
659976.08 2475080.55 CL = -7.00
LOCATION OF BURIED UTILITIES BEFORE CONDUCTING ANY EXCAVATION
WORK. CONTRACTOR MUST NOTIFY NC -ONE -CALL (1-800-632-4949 OR 811)
AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION OR TRENCHING
689938.7 247506435 CL Y -15.75
TO HAVE ALL UNDERGROUND UTILITIES LOCATED,
689970,56 2475073.76 CL = -15.75 6,
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING PIPE
00
MATERIALS, PIPE LOCATION, PIPE SIZE AND DEPTH. CONTRACTOR SHALL
689961.08 2475030.38 CL = -7.00'
PREPARE FOR AND PERFORM DISCOVERY DIGS AHEAD OF CONSTRUCTION
CONNECTIONS OF SUCH VERIFICATIONS. TIME AND SCHEDULE FOR
CONSTRUCTION SHALL ALLOW SUFFICIENT TIME FOR SUCH DISCOVERY
689955.79 2475023.88 CL = -7.00'
WORK A MINIMUM OF TEN (10) WORKING DAYS BEFORE CONNECTION IS
SCHEDULED TO BE CONST, RUCTED. THE ENGINEER SHALL. BE NOTIFIED
IMMEDIATELY OF ANY REQUIRED CHANGES.
689938.97 2475034.89 CL = -7.00' 7.
DESIGN AND LAYOUTS OF UTILITIES SHOWN ON DRAWINGS ARE SCHEMATIC
ONLY. POINTS OF CONNECTION SHALL BE AS SHOWN ON THESE DRAWINGS,
BUT INTERMEDIATE ROUTING SHALL BE DETERMINED ON THE MOST
689933.68 2475028.39 CL = -7.00'
SUITABLE LOCATION TO ALLOW NEW UTILITIES TO AVOID, PASS OVER, OR
PASS UNDER EXISTING UTILITIES AS VERIFIED IN THE FIELD BY THE
CONTRACTOR,
8.
REQUIRED UTILITY RELOCATIONS ARE NOT NECESSARILY IDENTIFIED, ANY
RELOCATIONS OF EXISTING UTILITIES TO BE APPROVED IN ADVANCE BY
THE ENGINEER.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
689978.69 2475083.75
RELOCATING EXISTING UTILITIES THAT INTERFERE WITH THE INSTALLATION
OF NEW UTILITIES, AND TO OTHERWISE DEFINE A ROUTING FOR ALL NEW
UTILITIES OVER, UNDER, OR AROUND THE REMAINING EXISTING UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED
689996.78 2475074.28
WITH THE RELOCATION OF EXISTING UTILITIES,
C9
9.
BURIED POWER LINES EXIST WITHIN THE CONSTRUCTION LIMITS OR LESS
THAN TEN FEET OUTSIDE THE LIMITS.
10.
CONTROL DATUM:
TBM #1
N = 690464.65, E = 2474992.51 - BOLT ON TOP FLANGE OF FIRE HYDRANT
ELEVATION = 29.25' (MSL)
TBM #2
N=690349.93, E=2475047.36 - NW CORNER OF CONCRETE PAD
ELEVATION = 29.94' (MSL)
LO
11.
ALL COORDINATES FOR PROPOSED SITE ARE AT GRADE LEVEL AND
OUTSIDE FACE OF STRUCTURE, PIPE CENTERLINE, OR TOP OF CONCRETE
UNLESS OTHERWISE NOTED.
12.
FOR SITE REMOVAL ITEMS SEE DRAWING 010-C-01.
13.
CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE
STATE AND CORPS FOR ANY WETLAND/RIVER DISTURBANCE PRIOR TO ANY
CONSTRUCTION ACTIVITIES.
14.
SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCE,
15.
EXISTING PUMPING STATION SHALL REMAIN IN SERVICE AT ALL TIMES
DURING CONSTRUCTION ACTIVITIES.
16.
THE CONTRACTOR SHALL EXPECT AND MATCH PROVISIONS FOR RAPIDLY
FLUCTUATING GROUND WATER AND SURFACE WATER. DEWATERING OF
THE CONSTRUCTION SITE IS THE CONTRACTOR'S RESPONSIBILITY AND
SHALL CONFIRM TO/COMPLY WITH ALL REGULATORY PROVISIONS.
17.
RESTORE SITE TO EXISTING GRADES AT CONSTRUCTION COMPLETION.
18,
TOPOGRAPHICAL SURVEY FOR RECORD DRAWINGS COMPLETED BY CH
ENGINEERING, INC, ON 07/02/2010 AND 11/08/2010, SUPPLIMENTED WITH
SURVEY DATA PROVIDED BY BROWN AND CALDWELL ON 09/15/2010.
GREENVILLE UTILITIES COMMISSION
POST OFFICE BOX 1847
GREENVILLE, NORTH CAROLINA 27835
I J K i L
THIS RECORD DRAWING WAS PREPARED USING INFORMATION REPORTED TO BROWN AND CALDWELL
AND CONTAINS ONLY THE STANDARD AND CUSTOMARY LEVEL OF DETAIL, THE INFORMATION WAS NOT
INDEPENDENTLY FIELD VERIFIED. THERE IS NO ONGOING PROGRAM TO UPDATE THE DRAWINGS TO
REFLECT CHANGES SUBSEQUENT TO THE DATE INDICATED. THEREFORE, THIS DRAWING IS NOT A
CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY AS TO THE RECORD DRAWING
CHANGES.
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY ROBERT A. TEEM, N.C.P.E. 032289,, DATED JUNE 2,
2009.
THE SEAL OF ROBERT A. TEEM, N.C.P.E, 032899, COVERS ONLY RECORD DRAWING CHANGES MADE TO
THESE DRAWINGS DURING CONSTRUCTION, DOCUMENTED THROUGH PART TIME OBSERVATION BY THE
ENGINEER AND FORMALLY RECORDED BY THE CONTRACTOR,
2
a
9
FILENAME
134891-010-C-03
BC PROJECT DUMBER
134891
CLIENT PROJECT NUMBER
M
m