20041210 Ver 1_COMPLETE FILE_20040726

?F NN H T, /'q Michael F. Easley, Governor
P
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 21, 2004
City of Raleigh
Attn: Donna S. Jackson, PE
PO Box 590
Raleigh, NC 27602
DWQ Project # 04-1210
County: Wake
Page 1 of 2
Subject Property: Pump Station (PS) No. 30 Sanitary Sewer Extension &
Pump Station (PS) No. 48 Abandonment
UT to Crabtree Creek [03-04-02,27-33-(10), C NSW]
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B .0233) Authorization Certificate
Dear Ms. Jackson:
You have our approval, in accordance with 15A NCAC 02B .033 and any conditions listed below, to
impact approximately 13,393 ft2 of Zone 2 of the protected riper buffers for the purpose of
constructing the sewer system at the subject property as described, within your application dated June 15,
2004 and received by the Division of Water Quality (DWQ) on July 26, 2004. In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control and Non-discharge
regulations.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this authorization and approval letter and is thereby responsible
for complying with all conditions. This approval requires you to follow the conditions listed below.
The Additional Conditions of the Authorization Certificate are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific
and general conditions of this Authorization Certificate are met. No other impacts are approved
including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Buffers 13,393 (square ft.) -
2. Diffuse Flow - An additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re-concentrate before discharQng
into the stream as identified within 15A NCAC 2B .0233(5).
401 Wetlands Certification Unit.
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetiands
Nose Carolina
XtunAly
An Equal Opportunity/Affirmative Action Employer- 500/6 Recycled/10% Post Consumer Paper
City of Raleigh/ DWQ Project No. 04-1210
Page 2 of 2
September 21, 2004
3. Certificate of Completion - Upon completion of all work approved within this authorization, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to
the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B. This Authorization Certificate shall
expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B
.0233. If you have any questions or would like a copy of the buffer rules, please call [phone].
This letter does not authorize any impacts to either Waters of the United States or Waters of the State.
Please contact the US Army Corps of Engineers (USACE) or NC Division of Water Quality (DWQ) if
any impacts are proposed to either of these waters.
Sincerely,
AWKIJRD/bz
Enclosures: Certificate of Completion
eIKGlime
cc: John H. Eick, Stearns & Wheler, 3128 Highwoods Blvd., Suite 140, Raleigh, NC 27604
Mike Horan, DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041210

Stearns & Wheler, PLLC
Environmental Engineers and Scientists
3128 Highwoods Boulevard
Suite 140
Raleigh, NC 27604
tel. [phone]
fax. [phone]
web. www.stearnswheler.com
July 19, 2004
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
'ID 4A?10
RE: NEUSE RIVER BUFFER CERTIFICATION
PUMP STATION NO. 30 SANITARY SEWER EXTENSION
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
To Whom It May Concern:
WETLANDS/ 401 CRCUp
JUG 2 6 2004
WATER QUAL17Y SECTION
Attached are seven copies of the Riparian Buffer Rule Certification application for the above
referenced project. We are only seeking Buffer Rule approval.
Should you have any questions or comments, please feel free to contact me at 919-790-6770.
Very truly yours,
STEARNS & WHELER, PLLC
Steven R. Hilderhoff, P.E.
Project Manager
Attachments
xc: Robert Massengill, P.E. - City of Raleigh Public Utilities Department
JARaleigh Jobs\30253 - Raleigh US 64 PS and Crabtree Int\30\Word Proc\Permits\07 19 2004 DWG Neuse Cert - US 64.doc
. 1-106
Stearns & Wheler
Companies
Connecticut Maryland Massachusetts New Hampshire New York North Carolina Virginia
Office Use CIAM.
,qwl n f% l n Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: City
Mailing Address: PO
NC 27602
Telephone Number: 919-857-4543 Fax Number:
E-mail Address: donna.Jackson(,ci.ralei2h.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: John H. Eick P.E.
Company Affiliation: Stearns & Wheler, PLLC
Mailing Address: 3128 Highwoods Blvd. Ste. 140
Raleigh, NC 27604
Telephone Number: 919-790-6770 Fax Number: 919-790-9227
E-mail Address: jheick(a,stearnswheler.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Pump Station (PS) No. 30 Sanitary Sewer Extension and Pump Station
(PS) No. 48 Abandonment
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1724-44-9959, 1724-43-0419, 1724-63-4609
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Pump Station No. 48 (to be
abandoned) located on Hwy 64/New Bern Ave. % mile on right side east of 440 outer beltline
5. Site coordinates, if available (UTM or Lat/Long): PS 30: N 743243.1956, E 2125352.4904
PS 48: N 744971.5443, E 2124795.9950
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Intend to obtain 1.0 acres of permanent easement
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary Discharging to
Crabtree Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Three tracts are affected by the proposed sewer alignment
which parallels the unknown tributary. The current zoning and land use for these tracts are
Page 6 of 12
as follows: Tract No. 1 - Industrial/vacant, Tract No. 2 - Industrial/vacant, and Track No. 3
- Neighborhood Business/vacant
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of abandoning Pump Station No. 48 located on Hwy 64/New Bern Ave.
and re-routing wastewater flow through 2,200 linear feet of 8-inch gravity sewer to Pump
Station No. 30 located adjacent to the 440 outer beltline. Sewer will be installed using _a
track excavator.
11. Explain the purpose of the proposed work: Installation of a gravity sewer extension allows
the City of Raleigh to eliminate a sewage pumping station.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: N/A
2. Individually list wetland impacts below: (not applicable)
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
N/A N/A N/A UT of Crabtree Creek Bank to Bank 12' Intermittent

I i i I I
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgpquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
y
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Erosion and sediment control measures to include but not limited to installing a silt fence and
temporary construction entrance for disturbed areas. Temporary and permanent seeding
measures will be put in place in accordance with the North Carolina Division of Land Resources
Land Quality Section.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
ht!p://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ® City Funded
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3 0
2 13,393 0 0
Total 13,393 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
No mitigation required, Refer to erosion and sedimentation control plan for proposed restoration.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Installation of 2,200 linear feet of 8-inch gravity sewer constructed of PVC to convey wastewater
from Pump Station No. 48 (to be abandoned) to Pump Station No. 30. This proiect will not
increase wastewater flow.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
G?tY
OF ?
U, L4,t, Eda
? /
Applicant/Agent's Signature y Date
n " pl ant is provided.)
(Agent's signature is valid only if an authonIge
J. Ru&sell Allen, City Ma
\'\ AROO
Page 12 of
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RALEIGH, NORTH CAROLINA 27604
CITY OF RALEIGH, NC
PUBLIC U11LmES DEPARTMENT JOB 30253.30 PHONE: [phone] FAX : [phone]
219 FAYEITEVILLE MALL ONE EXCHANGE PLAZA
RALEIGH, NORTH CAROLINA 27607

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i f CITY OF RALEIGH
i i ~ 20' SANITARY SEVER ' EASEMENT
I E N TRUCTION SUGG STED COS E UENC . GEN E ERAL NOT S E T OF DRAWINGS AB6R IA I S LIS EV TON SYMBOLS TREE SYMBOLS
f • i,;; 1. COMPLY WITH UNDERGROUND UTILfIY DAMAGE PREVENTION ACT. 1. PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH
I ~u~ ~ vIMAL, LLC 2. CITY TO PROVIDE CENTERLINE CONSTRUCTION STAKEOUT. ORDANCE WITH C-1 KEY PLAN, ABBREVIATIONS, SYMBOLS, NOTES AND LEGEND CLF CHAIN LINK FENCE ~ SEWER MANHOLE OAK ' BOOK, LATEST EDmON.
I ' 1 ~ ; ~ ~ ~ 3618 NEW BERN AVE. ~ CITY OF RALEIGH S PUBLIC UTILITY HANDBOOK, LATEST EI I ~ ; 3. INSTALL TRAFFIC CONTROL DEVICES. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEF 7Y PERMITS BEFORE ~ VENT PIPE C-2 PLAN AND PROFILE CONC CONCRETE
i ~ PIN# t , 24 44-9959 4. INSTALL EROSION AND SEDIMENTATION CONTROLS. STARTING WORK. I ' ' i ~ ~ ~ ~ DB 8475, PG. 607 CLEAR AND GRUB. POWER POLE PINE
° i ZONING; rdg 5' 3. BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENC 6. CORE-DRILL PUMP STATION N0. 30 WET WELL NUMBER 37183C0363E, THE 100-YEAR FLOOD ELEVATION IAGEMENT AGENCY'S MAP C_ p~ PROFLE AND DEMOLmON RE UIREMENTS DB DEED BOOK 100D ELEVATION NEAR 3 ~ Q GUY WIRE ~ BEECH
_ III E USE HOTEL/MOTEL 7. INSTALL SEWER FROM PUMP STATION NO. 30 TO MANHOLE N0. 14. PUMP STATION N0. 30 IS APPROXIMATELY 198. ~ ; ; 8. PERFORM ACCEPTANCE TESTING ON NEW SEWER PIPE AND MANHOLES. 4. ALL FRAMES SHALL BE PROVIDED WITH WATERTIGHT COVEF f 198. POPLAR
~ it ~ TE SSMH N0. 15 9. SEED AND MULCH ALONG NEW SEWER EASEMENT, CAM LOCK. VENTED STACKS ARE NOT REQUIRED FOR THC 4TERTIGHT COVERS AND C-4 SANITARY SEWER DETAILS DIP DUCTILE IRON PIPE ? TELEPHONE MANHOLE QUIRED FOR THIS -
. I - 10. ATTEND APRE-DEMOLITION MEETING WITH CITY PERSONNEL TO REVIEW DEMOLJTION PROJECT. ~ 'q ! _ _ I I ~ SCOPE AND SCHEDULE. 5. WA ;jam ELM C-5 EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS E FASTING COORDINATE WATER METER
TERCOURSE ALONG CONSTRUCTION SITE IS AN UNNAMEI ~ i ` r ~ ; ~ 11. DISCONNECT ELECTRICAL SERVICE. TRIBUTARY THAT DISCHARGES INTO CRABTREE CREEK. IS AN UNNAMED ASH REE CREEK. VALVE
I, ~ ; - 12. INSTALL MANHOLE NQ. 15 AND PERFORM MANHOLE ACCEPTANCE TESTING BEFORE w ,7 ~ 7 6. ALL MANHOLES SHALL BE 4-FEET DIAMETER UNLESS OTHI ER UNLESS OTHERWISE ELEV ELEVATION SYCAMORE c; WATER HOTBOX
PLACING INTO SERVICE. Q , i"',a DIVERSIFIED REALTY, INC. LLC 13. REMOVE TEMPORARY BYPASS PUMPING AND PLACE NEW NOTED. TED BY THE PERMANENT t~ BIRCH
I ~ ~ i 3600 HILLCREST DR. SEWER INTO SERVICE. 7. LIMITS OF DISTURBANCE SHALL BE BOUNDED BY THE PER ~ ~ ? ~ Plld~ t 724-44-9824 14. INITIATE TEMPORARY BYPASS PUMPING FROM PUMP STATION N0. 48 WET WELL TO AND TEMPORARY EASEMENTS. TYP A R ATI N EX EXISTING ~ YARD HYDRANT B EVI 0
~ DB 7672, PG. 3D1 NEW SEWER. 15. DEWATER FORCE MAIN BY OPENING EXISTING CHECK VALVES WITHIN PUMP STATION GUM
i'; t 5 ~'r.~ w' ~ ZONING: NB 3 ~ ~ • vA ANT AND ALLOWING WASTEWATER TO FLOW BACK INTO WET WELL. w ~ s-- ~ , a,~ SSMH USE. C C2 APPLING SANDY LOAM 6-tOx SLOPES ERODED FM FORCE MAIN ~ NCGS MONUMENT Ap , HICKORY
z I I' " ~ ' ` ~ ~ ~ I s~~~-; ~ N0. 14 18. REMOVE TEMPORARY BYPASS PUMPING. ~ ~ °I ~ `iii°~ ~ 17. CAP IXISTING FORCE MAIN. D APPLING SANDY LOAM 10-15X SLOPES ~ IX. CONCRETE MON. AP ~ INV INVERT ~ HOLLY
,,,i~ --t-1 _ ,~-E _ I i 18. PLUG EXISTING FORCE MAIN AT DISCHARGE MANHOLE ALONG TRAWICK ROAD. 1 COMPUTED POINT LoD LOUISBURG LOAMY SAND, 10-15X SLOPES ,n IRONWOOD
f, ~ II ~ _ ._.r 19. DEMOLISH/ABANDON EXISTING AIR RELEASE CHAMBERS ON PUMP STATION NO 48'S IPF IRON PIPE FOUND ANTENNA MAST
` ' FORCE MAIN. i I ~ 1';~ PUMP STATION N0. 48 Me MANTACHIE SOILS CHERRY
' ~ •°Q: pQ r~< SEE SHEET C-3 FOR 20. PROVIDE C(IY WITH TWO-WEEK PERIOD TO REMOVE EXISTING EQUIPMENT. , I', \ ~,S fi. 21. ONCE CITY HAS COMPLETED EQUIPMENT REMOVAL, PROCEED WITH PUMP STATION r ~ I:GI, ~ - DEMOLffION REQUIREMENTS LF LINEAR FEET CONCRETE WkE WAKE SOILS, 10-25X SLOPES
- a ~ DEMOLI170N. ~ ,~9 22. DISCONNECT WATER SERVICE. C-3 SHEET NUMBER MH MANHOLE
~ 7 23. PERFORM SITE RESTORATION. R I I ~~u
~ a 24. REMOVE EROSION AND SEDIMENTATION CONTROLS. MON MONUMENT
~ \
j' I N /i/ ~ w' C N NORTHING COORDINATE LEGEND
' I SSMH CITY OF RALEIGH N0. NO NUMBER
20'x32' INGRESS/ 13 EGP,ESS EASEMENT 7 ` r ~ PL (NOT SURVEYED) - EASEMENT LINE - - _ _ _
I ~m, I NTS NOT TO SCALE OVERHEAD WIRES _
" DITCH UNE/STREAM .
?1 ~cM PE PERMANENT EASEMENT WOODS STREAM BUFFER -
d^ .?`lr~ \ C PG. PAGE SANITARY SEWER PIPE - ---ss- -
his b}3 . I 4~/S y \ U/G WATER
~a "r , ~ RCP REINFORCED CONCRETE PIPE U/G GAS -
i `r V J ~ J U/G TELEPHONE TOB OF BANK - -
,fAj ~b,3 ' 7 ~ J RR RAILROAD SPIKE - - ~ ° - - ~ PROPOSED PERMANENT EASEMENT - - - - -
i t~ PROPOSED TEMPORARY EASEMENT - - - - - - - - R/W RIGHT OF WAY PROPOSED SEWER AND MANHOLES
i SSMH PROPOSED SILT FENCE
C-3 I N0. 12 SBW STRANDS OF BARB WIRE CONTOUR - - -~s5-- - - -
i 501LS DELINEATION -
~6 i SS SANffARY SEWER
~ SANITARY SEWER MANHOLE S U RVEY N T
S5M 0 ES H
I F ,Mr- ApC2 Tg TOP OF BANK 1. INTENT OF MAP - TO SHOW EXISTING TOPOGRAPHIC
! , ~ SSMH . 11 INFORMA110N OF A CORRIDOR BETWEEN US 64 PUMP STATION AND RALEIGH COMMERCE PARK PUMP STATION FOR SANITARY
~ LoD j TBM TEMPORARY BENCH MARK SEWER DESIGN.
y . ~ ~ ~ BEN GODwIN, ET AL 2. HORIZONTAL & VERTICAL DATUM - NC GRID (NAD 83, NGVD
~ ~ r ~ ~ C/0 BART WHITE N ~~,3 r;` ~ <a 3312 NEW BERN AVE. TE TEMPORARY EASEMENT 29) BASED UPON PUBLISHED COORDINATES OF NCGS "SPILL" (N=742694.692 E=2125793.051 ELEV.=218.159') AND NCGS
~ ~ . a PIN# 1724-43-0419 TYp TYPICAL "CRABTREE" (N=741400.020 E=2126555.724 ELEV.®232.355').
~ ~ DB 3854, PG. 906 (TRACT 3) 3. THIS DOES NOT REPRESENT A BOUNDARY SURVEY. THIS MAP IS NOT INTENDED TO BE USED FOR RECORDATION, CONVEYANCE
~ ZONING: IND-1 USE: VACANT OR SALE.
D '
\ ~ \ \ \ ~
~
~ ~

e
8' SS PIPE
P~ TYP) _
`<s\ - - _
n ~ tea..
` ~ , , n 1 CARROLL MATTHEWS &
. SSMH NEELY F.J. MATrHEWS
_ BEACON LAKE DR.
SSMH ' ~ _ _ n ~ I N0. 10 . / PINS 1724-63-4609 C_2 D 1 P .537 8 2 38, G
~ . t ZONING: IND-1
,.V~ - ~ - . USE: VACANT
_ _ SSMH N0. 1 '
' ~ ~ s' ~ 1 - } -
1. i \ ~ ~ \ ~ ~ r-E-
LoD ~ : A`,~ a ' ~i ,
~ ; M b Me , \
` _
~ ~ SSMH ~ lS SSMH 4~' N0.7 SSMH ' ~ ~ ti~~~' ~
_ _ - _ - N0. 6 f SSMH N0. 2 ~ ~ 5
SSMH ~ - • ~ / ^J -
~ .
- wke _ a ~ -
~ , . ~ ~ ~ ~ ~ r ~ _
V N _ x - ~ a---
'I f. _ ` - "mss "may ~ ~ ~ PUMP STATION N0. 30 ~~8~`~ . ~rR:. _ - SSMH 6 ~ ~ ~ ~
o ~ ~ try„... . \ / . `J
~ , j r
~ ,
-r ~ <r ~ ' - 60 0 60 120
5Q' RIPARIAN BUFFER (ZONE 2 LIMIT) - _ ' cj - _ _ : - SSMH - - - 1 "=60'-0" N0. 5
r 4Q' OFFSET FROM TB r
~ ~ % C oQ
30' RIPARIAN BUFFER (ZONE 1 LIMIT) C ~ NE Me
_ _ 40 I gE~~l i 14

J:\Ralei h lobs\36253 30\Crawin s\Civil\3525)-C01,42+03.dw '
i~llSUI Ill,lll///!
NorES: ^ ,~~''"""""~n, CI'T'Y OF RALEIGH PUBLIG UTILITIES DEPARTMENT
V , 1F Underground facilities, structures, and utilities have been plotted from FOR REGU TORY AP F~.~56 0. , V
available surveys and records, and therefore their locations must be PROVAL ~ ~ 0 ' >K~ss; PUMP STATION N0. 30 SANITARY SEWER EXTENSION ~ ~
2 !r r considered approximate only. There may be others, the existence of BAW 6/04 JHE SRH ~ which is presently not known. The Contractor shall comply with the EAL AND PUMP STATION N0. 48 ABANDONMENT EAL
North Carolina Under round Dama a Prevention Act. Before excavatn , FOR APPROVAL - BOlC 9 9 9 n i ni nvi nm n I E in r n t E r t ce is o e a ee s a s
the Contractor shall not,fy each utility owner hav,ng underground BAW JHE SRH KEY P N A BR IATIONS LA ~ r
utilities located in the proposed area to be excavated, either orally ? Q ~ DRAWN DATE CHECKED DESIGNER DATE G or ,n wr,t,ng, not less than two nor more than 10 working days poor gyp, ly~ ~'~i a a Y N L NOT N
to start,ng, of intent to excavate. The North Corol,no One Call Centers PROJECT SUPERVISOR DEPARTMENT SUPERVISOR
phone number is 1-800-632-4949. ~E 6 7 O[~ RALEIGH, NORTH CAROLINA 6 7 JOB N0. 30253 CONTRACT - SHEET
DRAWN DATE CHECKED DESIGNER PROVED DATE

- 3l - ~ - - n~~ . 30' RIPARIAN BUFFER
- .r- - ~ ~
~ 4( _,w - , Y Y 40' OFFSET FROM TB ;,1
SINE - - ~ BEST 50' OFFSET FROM TB
IBM-1 ,q4~ 1 ~ SSMH N0. 5 - 50 0 50 100
RAW MONUMENT - , HORIZONTAL SCALE: 1 =50 -0
NAD83 GROUfdD N 743447.72 „ ~ ) E 2125082.87 , N 743340.04 ' ~~,r
E 2125138.91 tii ~ , . ~ . , , ~ 5 0 5 10 ;
EL 194.58' - i e 5' CLF ~ i 90~„_ ~ 4r4~ t<; VERTICAL SCALE: 1•=5'-0" ~
Via- , ~ ~ .
- . _ - Y_~ - _ s ~ A ` _ . , , _ r= SSMH N0. 8 _ ~ ~
r n N 744033.56 f~4" ~ E 2124702.18
N 743371.27 ~ , ~ ~ ; ,
E 2125140.85 .i;~. rM ; s~~
EL 195.11 ~ `ti.~ ` ~ .rte , - ' J vo-„ ; ~
s i . 5 CLF -y:. , . ; ~--195--._ ~ . r ~ 0 .,4 ~ o. . ~ -o ,
12' DIAMETER
! WET WELL ~ - ~ ~ ~ _ - - ~ _ GEPJERATOR - - - - s- r. ~ - - - - - - SSMH NO _ y ~ ' 5• Q - - - - ` - _ F - i ~
7' cLF ~ . f = - ~ ~ ~ ...v SSMH N0. 7 - - - _ _ _ ~
~°x . < _ 8 SS PIPE (TYP) SSMH N0. 6 N 74378" . , ~ rdTR L _,~•,A , 2E~0 21248: K CO 0 - a y ~ N 743700.39 E SILT FENCE TYP) - N 743781.92 ( E 2124852.87 ~ ~
ROC 9 ~ ? E 2124924.46 PAPJEL ~ ~ ' 20 ~ ~
RETAINIPJG , - ~ , - - ' - WALL ~ A. ` , ~ SSMH N0. 4 ~ - , .
- r r ~ N 743418.08 .a,, 20 ~ ti O ~ - , _ . ~ ~ f-`
r E 2125155.32 r
l i ~ ~ X19 ;7 ~ , BEIJ GODWIN, ET AL 20 PE P 1 O~ _ IN ET AL ~ ~i`" z , _ F ~
r ; ~ - ~ SSMH N0. 2 SSMH N0. 3 ~r ~ ~ ~ C~0 BART WHITE ~ : ~ti ~ N 743314.52 N 743354.75 Gr \ ~ T WHITE z - _ . ---210-_~,~ ~ ~ U; . , _
~ 3312 NEW BERN AVE. ' ~ ~ ~ / E 2125239.72 E 2125191.18 / PiN 1724-43-0419 i i~ BERN AVE. ~ .1?" _ O _ _ 1 N ~ q ~ ~ -43-0419 a
'j i ~ DB 3854, PG. 906 ~ , ` ~ ~3~4;, /TRACT 3) PG. 906 ~ O ~ - 7 ~ - - _

F~ ~ ~ ~ ~ " GRAVEL CARROLL MATTHEWS & o ~ _ U w.
/ gy NEELY F.J. MATTHEWS SSMH N0. 9 ~ - N 744124.74 ---------w----_____
` \ BEACON LAKE DR. NOTES: PIN# 1724-63-4609 - - - E 2124764.36 = - - ~-z~~.~ _ ~ . N a-:: ~ ~ ~
i~'~ SSMH N0. 1 DB 2138, PG. 537 PING CONCRETE WET WELL. PIPE CONNECTION SHALL BE MADE WITH RUBBER w 0
N 743293.68 1. CONTRACTOR SHALL CORE-DRILL EXISTING CONCRETE NOTE 1 E 2125360.30 STEEL STRAF BOOT WITH POWER BAND AND STAINLESS ~ ~ SS STEEL STRAPS. ~
' 2. CONSTRUCT SEWERS IN ACCORDANCE WITH CITY OF W WITH CITY OF RALEIGH'S PUBLIC UTILITY HANDBOOK, LATEST EDITION. ~ ~
,~CARROLL MATTHEWS & PUMP STATION NO. 30 3. THE CONTRACTOR SHALL PROVIDE ACCESS TO PS N0. ONNEL FOR OPERATION, MAINTENANCE, AND a, ;ESS TO PS N0. 30 TO CITY PERS ~ d
NEELY F,J. MATTHEWS RIM=197.05' REPAIR AT ALL TIMES. ANY DISRUPTION TO PUMP STAI I TO PUMP STATION ACCESS SHALL BE COORDINATED WITH CITY STAFF. ~
BEACON LAKE DR, INV IN=174.62' 4. UPON COMPLETING MAIN UNE INSTALLATION BETWEEN PINS 1724-63-4609 INV OUT F.M.-8"CIP1=187,65 HOLE N0. 1 CONTRACTOR SHALL ~ ATION BETWEEN WET WELL AND MAN ~ .
DB 2138 PG. 537 ~ IMMEDIATELY REINSTALL EXISTING SECURITY FENCE. ' (BOTTOM IS OVER 25' DEEP) RITY FENCE.
215 215
_ _
_ _ _ _ SSMH _ _ _ N0. 11
_ _
1
z 210
210 O _ _ Q
_ _ _ _ . _ Z.._ _
_ _ _ _ _ _ z _ _
0
o- 205
205 . _ __..SSMH . _
_ _SSMH _I ~ _ ~ _ _ _ _ . _ ~ _ _ _ _ _ ~ 8 PfC . , _ _ _ ~
SSMH. _ _ __N0. 6 _ _ N0. 7 353
GRADE _SSMH _ . ~ 9~~ _ _ _ _ _ _ .
N0. 4 ~ G - ~I w 200
200 ,...SSMH _ H . _ . _ _ _ _ . _ _ _ _ _ _ ~ w _ _ _ . , . 0 ~F _ _ N_.
N0. 3 / _ WET _ N0. 1 _ ~ . 1~
SSMH ~ _ . WELL _ _ _ . _
_ N0. 2 - _ _ _ _ r+. _...293 LF 8" PVC p ~ _ _ _ _ , _
_ _ ~ . _ - _ _ _ _ _ _ _ _ 8~-~ 0 0.83 109 LF PVC 0 0.837G 8" 195
195 SSMH
_ , _ _ _ _ _ _ NO. 5
s ~
_ 2g8 190
190
78 lF 8'
73 LF 8 _ _ . _ _ _ DIP 0 0.507L _ 63 if 8' 1%
_ _ _ DIP 0 0.5 _ _ _ DIP 0 0.71 X _ _ _ _
8" FORCE MAIN . _ 529•_ _ _ - - _
185 0 . p1P 185
I _ 1~ _ _ . _ _ . _ _
_ . _ 1. _ . . _ _ _ _ _ . _ . _ _ _ , . _ _ _ ~ ~
q• 180 y~ o 180
Q _ _ _ _ 0` _ . _ _
175 175
NOTE 1
8+00 9+00 10+00 11+00 12+00 13+00 14+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 INV. IN 176.01 181.09 185.49 186.04 186.51 187.00 194.00 t 95.00 196.60 201.00 INV. IN
INV. OUT 187.61 (8" FM) 180.59 185.39 185.94 166.41 186.90 193.90 194.90 196.50 200.90 INV. OUT
RIM 196.50 197.75 196.70 197.80 200.00 193.60 201.40 202.20 202.85 212.00 RIM 7+94.29 10+87.59 11 +97.96 STATION
STATION 0+00 0+51.08 1+73.45 2+38.50 3+09.28 3+87.56 6+85.78
`~p~~uu~~ CIT'Y OF RALEIGH PUBLIC UTILITIES DEPARTMENT
NOTES: N caa ~ N ca ~ Ra
Under round facilities, structures, and utilities have been plotted from ~ ~0 g FOR REGULATORY APPROVAL pFtiSSi ~ ~ PUMP STATION N0. 30 SANITARY SEWER EXTENSION p 4
available surveys and records, and therefore their locations must be ~L rZ~f 0 2 considered approximate only. There may be others, the existence of BAW 6/04 JHE SRH Q = ~ NM NT AND PUMP STATION N0. 48 ABANDO E
which is resentl not known. The Contractor shall comply with the = ~ p y FOR APPROVAL - 80fi 08 A
North Carolina Underground Damage Prevention Act. Before excavating, init I n in r e.n ce is s oa nvlrOnmenta ee s
1 the Contractor shall notify each utility owner having underground BAW JHE SRH FILE N PR PIAN A D ~0
utilities located in the ro osed area to be excavated, either oroll r p p y ~ DRAWN DATE CHECKED DESIGNER DATE 4 or in writing, not less than two nor more than 10 working days pnor gyp, . ~ 1 ~''a yN u V
to startin of intent to excavate. The North Carolina One-Call Center's g' PROJECT SUPERVISOR DEPARTMENT SUPERVISOR RALEIGH, NORTH CAROLINA
phone number is i -800-632-4949. 6 a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~o, DRAWN DATE CHECKED DESIGNER PROVED DATE ~ 30253 coNTRACT - sHEEr C-2 6 ~ p t~l JOB N0.

OTES: NN LITIO DEMO
t. ONCE THE NEW SEWER IS IN SERVICE AND PUMP STATION N0. 48'S ELECTRICAL SERVICE IS DISCONNECTED, CONTRACTOR SHALL
Fey PROVIDE THE CITY WITH A TWO-WEEK PERIOD TO REMOVE IXISTING EQUIPMENT THAT THE CffY INTENDS TO KEEP. ONCE THE CITY
~F PUMP STATION N0. 48 48 HAS COMPLETED (fS EQUIPMENT REMOVAL, CONTRACTOR SHAH PROCEED WITH FlNAL DEMOLITION. ArION No.
- ~'ti ~ TO BE DEMOLISHED ~ 2. SITE DEMOLmON: CITY INTENDS TO REMOVE AND KEEP ALL NOTED MATERIAL AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR EMOUSHED REMOVAL. AND PROPER OFF-SITE DISPOSAL OF ALL REMAINING EQUIPMENT, CONDUIT, AND CONCRETE STRUCTURES TO 3 FEET
Y - _ y~ RIM=227.84' F .84 BELOW GRADE AND AS SHOWN ON THE PUMP STATION N0. 48 DEMOLmON DETAIL. ON-SITE BURIAL OF REMOVED MATERIALS IS 18.14' PROHIBITED.
SILT FENCE P ' ~ ~ INV IN=218.14' 3D RIPARIAN BUFFER L BOTTOM=211.66' . =211.66' 3. PUMP STATION DEMOLITION: CITY INTENDS TO REMOVE AND KEEP EXISTING PUMPS, CHECK VALVES AND GATE VALVES. CONTRACTOR
~ rJ1 A sA SHALL REMOVE ALL REMAINING EQUIPMENT AND MATERIALS FROM WITHIN THE STATION AND WET WELL BEFORE DEMOLISHING STATION.
,~y ~ 40' OFFSET FROM TB err ~ , EXISTING STEEL STRUCTURE SHALL BE REMOVED AS SHOWN ON THE PUMP STATION N0. 48 DEMOLITION DETAIL AND FlLLED WffH RUN OF CRUSHER 5TONE AND COMPACTED IN 2-FOOT INCREMENTS. THE CITY WILL REMOVE AND DISPOSE OF REMAINING GRff AND
~ ~ , t~ STABILIZED - ~ ` 50 OFFSET FROM TB - ~ . , s ~ ' ~ .f~" ~ A CONSTRUCTION GREASE FROM WET WELL BEFORE BACKFlWNG BY CONTRACTOR.
~ n ~ ~ C: \ _ `yam ENTRANCE } 4. RESTORE SITE WITH 6-INCHES OF TOPSOIL, SEED ANO MULCH.
a) , _ rd a ~ ` - ~ ~ WATER METER & r^. u,. - d ~ u~ oh q 1~ ? ~ - ~ BACKFLOW PREVEI 'AT M TER & 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL SERVICE DISCONNECTION. ER E 8. CONTRACTOR SHALL PLUG EXISTING FORCE MAIN AT DISCHARGE MANHOLE. PLUG SHALL BE CHERNE GR?PPER PLUG, INSIDE TYPE OF
a _ ~ - i~ ' o t,, ACKFLOW PREVENTER Ag$ pIS,STIC WIT}{ ZINC ALLOY WING NUT.
, i, , . c~. s .r° .~F.: c~~BILLBOARD \ ~ S 7, THERE ARE TWO EXISTING AIR RELEASE VALVES ON PUMP STATION N0. 48'S EXISTING FORCE MAIN. BOTH VALVES ARE TO BE - ASPHALT ABANDONED. THE FlRST VALVE IS APPROXIMATELY 250 FEET UPSTREAM OF PUMP STATION N0, 48, THIS VALVE CHAMBER SHAH BE
Wa ,r r ~ - ,,r, , x ,..u c~ , REMOVED BY CONTRACTOR AND BACKFlLLED WffH NATNE MATERIAL THE SECOND VALVE IS APPROXIMATELY 580 FEET UPSTREAM OF
- \ 220 ~ \ ~a TBM-2 PUMP STAl10N N0. 48 AND LOCATED IN THE PAVED PARKING LOT OF A GAS STATION. THIS VALVE CHAMBER SHAD. BE FILLED WITH RR SPIKE RUN OF CRUSHER STONE, FRAME AND COVER SHALL BE REMOVED AND PAVING RESTORATION SHALL MATCH EXISTING PAVING.
- ' - RR SPIKE v - , - - ,y t ~ ~ ~ EL. 23 .5 4 7 ~ SSMH NO. 10 ~ rw . 2: ~ ~ , _ , EL. 234,57 COORDINATE WORK WITH GAS STATION. ACCESS TO GAS STATION SHALL BE MAINTAINED AT ALL TIMES,
/ ` ter'- ; S ,;a- ' - / N 744422.31 - - _ ~ h, t ~ ~ i t. c _ `M ~ `PM1 ti ; ~'i ` ,x ~ GAS LINE 8. CONTRACTOR IS RESPONSIBLE FOR DEWATERING FORCE MAIN BEFORE ABANDONMENT. GAS LINE
. ~ E 2124574.96 - - - , ~ ~ ---ra.
.rS :Y,~J ~ " SSMH N0. 11 V : ~ . r~ ' AT&T TELEPHOP F , 8 SS PIPE ~P) N 744639.38 ~ , ~ n \ ~ ' . A.T&T TELEPHONE LINE BACKFLOW PREVENTER
s E 2124648.78 ~ _ N ~ 36" RCP 36" RCP ~ TO BE DEMOLISHED Z'
~ pG ~~4 - w~ t _ ~4 INV. IN=223. \ ~,1~-- mow. ' \ INV. 1N=223.03' 1 WATER SERVICE -WATER SERVICE TO BE DEMOLISHED
~ , frv.°~2 r+"~ ~ / ~ INV. IN= 36" RCP YARD HYDRANT _ TO BE DEMOUSHED•.~ x~;~i % \ `~tl TBM-2 INV. IN-223.14' 1.•
SSMH N0. 12 ' BEN GODWIN ET AL 4 r ~ 2\ ~ ~;ry ~ q ` RR SPIKE
~ 20 PE (TYP) N 744689.00 ~.~r.~ ~ ~ ~ 3 C/0 BART WHITE SSMH N0. 13 ' , ~ E 2124705.02 N 744862.98 ~ f :v,-; / 3312 IJEW BERN AVE. 3 4 IPF r ` ~ ~ ` EL 234.57 / ~,=-qtr-- , ~ ~ ~ ~ I ~ ~ ~ ~ . " GAS LINE
- 41 E 2124735.93 f ~ ; ~ f ~ / r,'~ ~G PIN 1724-43 0 9 . i(~ ~
DB 3854, PG, 906 ti ' 9~ 20' TE (TYP) sin ~ \ CONC. 5W ~ Y a w, TRANSFER SWITCH, ~ ~r~ ,<r', + ` TELEPHONE ~ , I ONIJECT SWITCH ~ rl ~ • ~t~ ~ :
D (TRACT 3) xW~ ~ ~ , / / ~ l ,k~. s ~ ~ • D SC , t \ WL AND METER ` t , , ~ ` ~ i~~ '1' ~ , k ~ :.t
G ~ / ~ / ,m , ,....SSMH N0. 1~ ~ / ~ \ ~SSMH NQ. 15 REMOVED BY CITY - ~ ' Gr ' ,
ya Jr~a ~ ~ N 744995.25 \ ~ ~ E 2124825.2' N 744995.25 ~ v , ~ ~ •~1 : ~ . E 2124825.21 " _ ~ ~ ,
/ GENERATOR ~ 6 CLF ° ;~ti~ V , i FENCE t~ ~'`x, + - , . ` ~ , TO BE R BY CITY ~ ~
3 saws ti 1 ~ SSMH N0. 14 ; ~ - ~ ~ V ' ` ` ~ { ~ ~ T _ S'` ~ ~ ,
Z a S, TES. ~ N 744980.60 •?~z , . ND 4.- . ~ , ~ ~ WATER METER ~ i ii = \ ~ CITY ~ ~ ~ _ ~ , ~ a;' TO BE REMOVED BY
rev E 2124833.02 ~ , ~ ~ ~ ~
/ 1. CONSTRUCT SEWERS IN ACCORDANCE WITH CITI' OF RALEIGH'S PUBLIC 50 0 50 100 , ~ 1 KEYSTONE " 1 " ~ \ \ ' ~ \ ~ ~ rte,', . ~ ~ ivy , ~ ~ i~
UTILITY HANDBOOK, LATEST EDITION. HORIZONTAL SCALE: 1 =50 -0 RETAINING ~ CITY OF RALEIGH \ GH ~ 6" DIP FM, ~ ~ . \ . ~ 36, RCP , 'u ~ ~ V
2. THE CONTRACTOR SHALL PROVIDE ACCESS TO PUMP STATION NO. 46 WALL 20' SS EASEMENT PERATION MAINTENANCE AND REPAIR UNTIL 5 0 5 1D r \ TO CfIY PERSONNEL FOR 0 , -NT s ~ _ , . _
" DIVERSIFIED REALTY, INC. LLC VIMAL, LLC ~ THE NEW SEWER IS IN SERVICE AND THE STATIONS ELECTRICAL VERTICAL SCALE: 1 5 0 3600 HILLCREST DR. ~ i' ~ z / \ ~ FORCE MAIPJ GATE VALVE ,
UPTI TO PUMP STATION % 3618 NEW BERN AVE. SERVICE HAS BEEN DISCONNECTED. ANY DISK ON PIN 1724-44-9824 PIN 1724-44-9959 , I AVE. ~ \ ~ ~R " ~ ~ i , 9959 ~ ~ ~ ~ fi A \ r , . r/ TO BE DEMOLISHED \
SHALL BE COORDINATED WITH CITY STAFF. DB 7672, PG. 301 ~ 8' DIP ~ ACCESS DB 8475, PG, 607 S DIP SS , ~ .,~n _ 607 ~ ~ ~,a4,
, w ~ , " ~ r TO BE ABANDONED ~ Y ~
_ _ ~ _ S~/ i MECHANICAL 8 SS PIPE \ , ~ ti ~ ~ JOINT CAP ,
_ . _ _ SSMH _ _ _ r 4 z . ~
_ _ . _ _ , . N0. 14 _ SSMH _ . ~ i ~c ` ~
N0. 15 230 15 230 BELOW GRADE , ~ / _ ! ~
_ i_ _ _ ` - . . _ . . - _ PUMP STATION ' ~ r _ •.lr/ r1 ~ ~ ,~~a. ; - ~ ~`~-`i i ~ FORCE MAIN SEE PUMP STAT10N N0. 48 , ~ ~ ``1 ~ ~ TO BE ABANDONED``.
-GRADE _ DEMOLmON DETAIL _ •r.~ - ^ ( ) ~r ~ ~ . ~ • NOTE 8
_ SSMH _ _ _ _ - ~ . _
N0. 13 . _ _ _ _ , P MP CONTROL PANEL ~ 23 ~ ' ~ ~ ~ ~
225 TO BE REMOVED BY CTTY ~ ~ ` ~
225 ..SSMH ~ _ _ _ _ _ _ . UTILITY POLE ~ ~ ~ \ , ~ ~
N0. 12 _ _ f _ _ w........._... _ .r - - - TO BE REMOVED BY CITY d'~~~, ~ ~ ~ / ~ ~ - \ ~ ~
S j~ SCADA PANEL r,Y~~'~ \ ~ - i~ ~ V %f}`
_ ~ _ _ . v -v- TO BE REMOVED BY CITY ~~N - GENERATOR ON CONCRETE PAD `
~ ? ~ ~ GENERATOR TO BE REMOVED BY CITY ` 220 ~ W~, ssMH ~ r~~ 14 BEFORE CONCRETE, DEMt)LfiION 9~,
220 SSW _ _ _ __...138 LF a" aP p o.5ox
_ _ _ _ _ _ _ _ _ -NO. 11 /r _ _ _ _ _ _ _ p 1.03X _ 36 LF 8" _ _ _ . 177 ~ 8 pVC 8" DIP SS 0
DIP p 0.50% _ _ _ b' 5 LF 8" CIASS 50 DIP MO ITI N-P N N0. 4 P STATI PUM SCALE. 1"-20'-0"
. _ ~ p ~
~ BOLTED STEEL COUPLING 215
215 ~ MODEL 411 BY SMITH-GLAIR
_ _ . _ SSMH _ _ _ . _ _ CONCRETE SLAG PUMP STATION
N0. 10
_ _ _ p Z _ _ _ _ . _ . r b ~ g 1F 210
210 Z 22 o _ _ _ _ _ _ _ _ _ _ _ _
F _ _ _ _ _ j _ _ _ . .
z
_ 0 1.`~x
~ 8• WC 0 _ ~ _ _ 353 ~
205 -o 20`~ APPROXIMATE ELEVATION . . _ _ OF UPPERMOST JOINT
_ N .
_ _ U
W _ _ _ _ I _
N 200 -W 200
W _ _ _ _ N _ CONCRETE
STEEL SHELL WET WELL
REFERENCE
195 195 DEMOLmON REFERENCE
_ . . _ NOTES DEMOLITION NOTES
190 190
_ . TO BE DEMOLISHED BY CONTRACTOR
16+00 17+00 18+00 19+00 20+00 21+00 22+00 14+00 15+DO I
INV. IN 206.40 213.00 216.00 217.93 218.72 219.01 INV. IN - TION t .IN i EC ~ INV IT ON EMO .4 D N NO TIO P STA UM P
INV. OUT 206.30 212.90 215.90 217.83 218.62 218.9f INV. OUT ~t INV. our 55 RIM NOT TO SCALE
RIM 211.95 218.40 222.90 225.75 230.80 229.65 RIM STATION 15+50.69 17+79.97 18+54.97 20+31.67 21 +69.35 22+04.87 STATION F.87 STATION
J:\Ralei h Jobs 30253\30\Drawin s Civil\30253-C01,02+03.dw
5,11111UU1,~~~` CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT ~k
NOTES: N CAIN r, I~ C~h ~~i ~TQ ~i
Unde round facilities structures and utilities have been lotted from ~0 SS ' ~ P FOR REGULATORY APPROVAL OFD f0 9 PUMP STATION N0. 30 SANITARY SEWER EXTENSION ass - OF ~4 9 =
available surve s and records, and therefore their locations must be Q~ Y 2 ~ Q • , considered approximate only. There may be others, the existence of BAW 6/04 JHE SRH SAL e~ ~ ONMENT 1 AND PUMP STATION N0. 48 ABAND
which is presently not known. The Contractor shall comply with the SAL r n C~ent~sts En in s a nI e oe nvironme to e
t'n FOR APPROVAL -BOX 08 North Carolina Underground Damage Prevention Act. Before excava i g, 1 R MENTS R UI E ON E MOLITI AND DE PROFILE PLAN
the Contractor shall notify each utility owner having underground BAW JHE SRH E,~? utilities located in the ro osed area to be excavated, either orall P P Y ssuE '~0 R
- or in writin not less than two nor more than 10 workin da s rior rp, DRAWN DATE CHECKED DESIGNER PROVED DATE ~i~ ~ ~ g. 9 Y P ~+7ft E K
to starting, of intent to excavate. The North Carolina One-Call Centers PROJECT SUPERVISOR DEPARTMENT SUPERVISOR RALEIGH, NORTH CAROLINA 3023 NTRACT - SHEET C-3 ~ 7 0 ~ JOB N0. CO
phone number is 1-800-632-4949. ~ 7 p _ _ DRAWN DATE CHECKED DESIGNER PROVED DATE ~

NEW MANHO~S USE AN APPROVED BITUMINOUS
RASE SEALANT THAI SHALL HE APPLIED TD SEE CAR. STANDARD S-P5 1FH: T~' OF TtM: CDIE SECTION TO PROVIDE
FINISHED GRADE FINISHED GRADE ~E sra?a>aR FOR MAN~.E FRAM Fit NANi~.E FRAME AND COVER A VATER TIGHT SEAL.
~
;i :i
24" MAX ~,'e 4" MIA)( s ec a v Z
FINAL 4 a' 4' p' I
BACKFILL ' CR ~
FINAL UNDISTURBED SAIL • I N
BACKFILL •4 ~ ECCENTRIC uw CUTE MAY •4 • 'W, • HE USED ON 8' , !0' AND
UNDISTURBED SAIL r li" SEWER MADOi,
• 5' ? MANHOLE COME AND BARREL
- SECTIONS SHALL BE AS PER
~.a 'j ASTM STANDARDS ~ d ~
=0'~: 4'-6' DIA. AS
'A REI , • INITIAL ' 'Di REQUIRED ; R A ~
• BACKFILL Q • a~% 'O` RING SEAL
SPRING LINE , #67 STONE AL INITI r '•i r ~ OR RAM-NECK
4 BACKFILL ~ 4' ~ 4w A
HAUNCHING PIPE GRADE • r. SIDE PLAN
• 4 BEDDING • . ? F.•e UBBER BD~T ELEVATION •.p .a, uTERa RNETrr sNAU. NDT
:a• 'c~'`:: .Q • .';~~1 ' HE LONER Tw4N MNN SPRING- • • r ~e MANNOLE N®s ~ ~ SLIP RESISTANT CLEAT •Q• 9•Q'•~ ABOVE 10 YEAR Rom PIAIN
Q; ~ ; . v , . , , • . ~ ~ ~ AND VENT TO ~ 1 'ABOVE
T W NDER MINIMUM SIDE MINIMUM SIDE AMP ELL U ~ •,4;:~ • , '4 v • •4'. 6 100 YEAR ROOD PLAMI. „ ~ 9' ' a ' 1, : •t, • L 1 WHEN MANHOLE TOPS ARE IN
#67 STpNE ~ CLEARANCE BpTTOM HALF 6 D.D. OF PIPE 6 CLEARANCE • , v WHEN RACK IS .D, pF PIP pF PIPE EXCESS OF 3' ABOVE GRADE. 9' OUTSIDE STEPS MUST BE
ENCOUNTERED 12' ,D. pF PIP 12' MAXIMUM SIDE PROVIDED. SEE STANDARD
CLEARANCE SECTION A-A ~ S-~ ~ ~ NON TRAFFIC ALAS, TOP aF FRAME A!ro COVER swot BE 12
NOTES: TYPICAL TRENCH BQTTQM DIMENSIONS FQR INSTALLID A MIN. OF 1' ABOVE
1. Trenches requiring shoring and bracing, dimensions shall be taken from the inside face of the shoring and bracing. SDR 35 PVC GRAVITY PIPE FNISMED ((ROUND SURFACE.
" NpTESt • SEE SEVER DESIGN SECTIGi ELEVATION
2, No rocks or boulders 4 or larger to be used in initial backfill. 1. For trenches requiring shoring and bracing, dlMenslons shall A
3. All backfill material shall be suitable native material. be taken front the inside face of the shoring and bracing, A MIw 9' COMPACTED i67 STOME BASE TO BE DISTALLED
e e " UNDER MEV MANHOLE. #3 OR #4 REBAR
' lift traffic areas 12" in 2. No rocks or boulders 4 or larger to be used In initial backfill, 4. Backfill shall be tamped m 6 s m ~ 3, All backfill Material shalt be suitable native Material, i. _ non-traffic areas. . ~ lH rHB-1-TRAFFIC AREAS, T~' ~ FRAME AND COVER SHALL BE C~RROSI~N RESISTANT MATERIAL
4. Backfill shall be tamped in 6' lifts In traffic areas, 12' in r•; D~ISTALLED a MIN. ~ r ABOVE RUBBER, PLASTIC
5. Achieve SOX coin action in non-traffic areas, and 95X compaction in P non-traffic areas. traffic areas. a. FDOSHED GROIA~ID SURFACE. .Q D
• r' CITY OF RALEIGH CITY ~F RALEIGH
6. If in easement 4" topsoil, and CITY pF RALEIGH CITY pF RALEIGH DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
12" clean select fill is required. DEPARTMENT pF PUBLIC UTILITIES DEPARTMENT pF PUBLIC UTILITIES
7. No boulders 8" in diameter or DD~ENSIDNS ` BAacFn.IING TRENCH BOTTOM DIMENSIpNS AND BACKFILLING STANDARD PRECAST SANITARY SECTION A - A STANDARD SLIP RESISTANT
greater allowed. ~auD~EM~NTS FOR DUCTILE IRON REQUIREMENTS FpR PVC GRAVITY SEWER MAIN AND REINFORCED CONCRETE PIPE. SEWER MANHOLE MANHOLE STEP DETAIL
,REVISIpNS D REVISIp DATE p. REVISIONS DATE REVISIpNS DATE REVISIONS DATE REVISIONS DATE W N~.REVISI~NS DATE REVISIONS DATE ECC, CORE, EXT BASE 8-17-81 Y,CA• 12-31-92 _28 RRH 3-30-0
3- -87 RRH 3-30-0 S_5 Tp NpTES 3-1-87 D.W.C. -3-99 $-4 _ _ - - RRH -30-00 5-20 3-1-87 RRH 3-30-00 S
(EIGHT
MANHOLE FRAME AND CQVER 1' LETTERING MINIMUM A/G WEIGHT ~ ~ a yr
RECESSED FLUSH FRAME 262 CpVER 120 LBS. MINIMUM COVER 170 R 170 ec vy
1 7/8' TOTAL 432 1, o 432 =air
1/4' 0 3 -1' DIA. HOLES 5/8 AT 12~ vvr K ~r a<vr p D
A A T• ~---ee am---~
0 b 0 ar FRME S{CfmN ~y

4' a (2) CAM LOC (2) SS ROLL PDIS
i?3 1/2' TYPICAL LIFTING DE PICAL LIFTING DEVICE U2' DIA x 13/4'
ru>r 1 3/B'
Z 7/B'
P6'
a 0 0 9/4'
0 Yr SS ~
PLAN TYPICAL CAM LOCK MANHOLE
0 28 t/4' 2 7/8 26 1/4'
1 3/8 BOTTOM ~F FRAME
FINNED GASKET IN VERTICAL OPEN
25 1/4 FACE OF OVER TD MAKE ® POSITION
_ 23 3/4' 7 I/~~ GASKET IN VERTICAL I, FACE OF COVER T IN VERTICAL WATERTIGHT. OF OVER COVER
1
RDdG MUST RDdG MUST BE Y ANCHORED IN
7 1/2' 24' ANCHORED II ACCORDANCE ACCORDANCE BOTTOM OF COVE
2~ 1/4' 3' 28' WITH S-25 VITH S-25
1 34' CLOSED
LOCKING DEVICE ® POSITION
FRAME
24 3/4' A
33' " STANDARD -PENTAGON HEAD S.S.
FRAME 182 LBS. 5/8"X3 LAGSHIE IN HO DRILLED INTO CONE OR OPTIONAL - SAS, HEX HEAD BELT B~TT~M OF FRAME
LAGSHIELDS ONLY f>,iAY BE USED OR RING WITH ANCHOR SUNK TO s/8' d 5/8' d STAINLESS STEEL ROD
DESIGN DEPTH, AND 5/8"X3 STAINLESS S IN ROADWAY APPLICATIONS. HOT DIPPED GALVANIZED TYPICAL LOCKING DEVICE
TYPICAL LIFTING DEVICE LAG BOLT AND WASHER. Sr~d.9
CITY pF RALEIGH ~P OF OVER CITY pF RALEIGH N~TEI DEWEY BROS. DR CITY OF RALEIGH F RALEIGH
DEPARTMENT pF PUBLIC UTILITIES DEPARTMENT pF PUBLIC UTILI' IC UTILITIES APPROVED EQUAL DEPARTMENT ~F PUBLIC UTILITIES PUBL
MANHOLE FRAME AND FRAME AND RING MUST BE ANCHORED WATER-TIGHT MANHOLE FRAME
STANDARD MANHOLE CQVER WATERTIGHT COVER HT COVER IN ACCORDANCE WITH S-25 WITH CAM LOCK COVER
DW . Np.REVISIONS DATE REVISIpNS DATE WG. N ,REVISIpNS DATE REVISIONS REVISIONS DATE G. N~,REVISIONS DATE REVISIONS DATE
$-25 3-1-87 3_1-87 S-26 - - . - S-2~ RRH -30-00
H 3 0 RH 3 0-0
J: Ralei h Jobs\30253 - P,alei h US 64 PS and Crabtree Int\30 Drawin s\Civil 30253-C04.dw
`+Y6~~lt1,1k1+?,p R~==,~~_~?? CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
NOTES: 1~'
~ Underground facilities, structures, and utilities have been plotted from 1~° ~ PUMP STATION N0. 30 SANITARY SEWER EXTENSION
FOR REGULATORY APPROVAL available surveys and records, and therefore their locations must be ~ ~ r y~, ~ ~,Q 2 ~ ~ AND PUMP STATION N0. 48 ABANDONMENT
considered approximate only. There may be others, the existence of BAW 6/04 JHE SRH which is presently not known. The Contractor shall comply with the
Act. Before excavaeen FOR APPROVAL -BOX 0 North Carolina Underground Damoge Prevention g, 4 (nit o I En in r n ce is s Env~r nm nt ee s a o e a
1 the Contractor shalt notify each utility owner having underground BAW JHE SRH yr AILS Q
utilities located in the proposed area to be excavated, either orally ~lE or in writing, not less than two nor more than ! 0 working days prior rq, DRAWN DATE CHECKED DESIGNER PROVED OATS ~<r
in -all Center's `'~a to starting, of intent to excavate. The North Corot o One C +?u„ ~ K NORTH CAROLINA
ho nu er is 1-800-632-4949. PROJECT SUPERVISOR DEPARTMENT SUPERVISOR p ne mb i~uE o O ~ JOB N0. 30253 CONTRACT - SHEET C_4 ~7
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ DRAWN DATE CHECKED DESIGNER PROVED DATE

I J N~JU
> w m0 4 a ~ w ~z
° ~w o v~ w°w o z
N R NOTES: ~N w ? Z¢_w o COT L ATION NT D EDIM AN OIN ER S
w' UUW ¢Z!`'f' ~ ~ O
R NISHING INSTALLING AND MAINTAINING ALL EROSION AND >L ~ N W rn ~ z i z ~ a _ 1. CONTRACTOR IS RESPONSIBLE FO FUR z W > w w ~ m ~ p SEDIMENTATION CONTROL MEASURES. ~v ~ ~w o
UZ ¢w~p ~OUF ~
2. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE NORTH ~ ~ww °o-p v o ~ sw aw>~ CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SEDIMENT CONTROL CODE, LATEST ~W ~~t-m =zp ~ `
EDITION. a N o W o o~ Q Z z
Wp WWS= ~Z 3. CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTAT10N CONTROL MEASURES BEFORE CLEARING, W- w
m~ ~ T10N OR DEMOLITION WORK IS BEGUN. ~ v ~ ' z m z CONSTRUC ° zwZ~ ~o~
pIY O~OW ZU~gln~p Z
4. ALL EROSION AND CONTROL MEASURES SHALL BE INSPECTED WEEKLY OR AFTER EACH SIGNIFlCANT RAIN rn m p~ mw ~ WZ ZH~j UmWw EVENT ANO REPAIRED AS NECESSARY. SEDIMENT SHALL BE PROPERLY DISPOSED SO THAT FURTHER vo FZw~ , p a
SEDIMENT TRANSPORT DOES NOT OCCUR. zv v =°o n.~ w om~ ¢ ~ wwm - ~p w= mm
5. CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING TO DENUDED AREAS THAT WILL NOT BE BROUGHT TO o~rnm a~ rnN w
F A PERIOD OF MORE THAN 15 WORKING DAYS. ~ sn z°~ ~ m ~ z z z FINAL GRADE OR mz o~ooJ °•ovoo 0 w Uw -m ¢ ~a~
6. CONTRACTOR SHALL PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS ~7p >l z ° wz_~iw ~
AFTER FNAL GRADE IS REACHED UNU:SS TEMPORARY STABILIZATION HAS BEEN APPLIED. a~ a _030: W
N M ~ 7. IMMEDIATELY APPLY MULCH TO DENUDED AREAS DURING NON-GROWING SEASONS. ~ ~
U
R S SHALL REMAIN IN PLACE UNT1L CONSTRUCTION IS COMPLETE AND SITE W ~ B. ALL TEMPORARY CONTROL MEASU E o o: z HAS BEEN PERMANENTLY STABILIZED. ~ ~
~
I A MULCH °O-om 9. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP NG WTTH 3 w ~ ANCHORING TOOL. a: o w
oa=~
I D AREA = 1.2 ACRES 3 300 FEET x 15 FEET + 40 FEET x 40 FE o~ ~ 10. D STURBE ~ N ~
aa3° 11. EROSION CONTROL PERMIT HAS BEEN ISSUED FOR THIS PROJECT.
I~
12. THE FOLLOWING SEEDING SCHEDULE APPLIES TO THE PIEDMONT AREA OF NORTH CAROLINA.
i,
O, 'NmJ:
a r.'~.~a
W
D ARY S T PO EM ~ w ~
SEED SOIL AMENDMENTS MULCH g ~o zo ~ ~ w o o - ` ~
ANNUAL 10-t0-10 o v~ ~ m RYE LIMESTONE STRAW N w .a Cw,~~ v' _ LESPEDEZA FERTILIZER ; Q. z
(LB/ACRE) (LB/ACRE) (LB/ACRE) ° mg.: JAN 1 TO MAY 1 (LB/ACRE} (LB/ACRE) N~ ~I N
~ : N. X 120 50 2,000 750 4,000 5 ~ W
m - t0-10-10 _
GERMAN MILLET LIMESTONE UZER STRAW - CITY OF RALEIGH IINf
U3 ACRE LB ACRE FID7TI LB ACRE CENTRN. ENGINEERING DEPARTMENT ~ / } ~ / } LI3 ACRE { / ) MAY 1 TO AUG 15 ( / )
REVISIONS ~ ~ OIdNIN AY• dt8 40 2,000 750 4,000 z a CONSTRUCTION r m
10-10-10 _o ENTRANCE V
RYE GRAIN) LIMESTONE STRAW ~ ¢ ( FERTILIZER o
(LB/ACRE) (LI9/ACRE) ~ ACRE (LB/ACRE) ~S~ AUG 15 TO DEC 30 ( / ) STD. # 40.02
40 2,000 1,000 4,000
- F-WAY RIGH ING T EED N S RMANE PE
SEED SOIL AMENDMENTS MULCH
TALL FESCUE SERICEA KOBE LIMESTONE 10-10-t0 STRAW
LESPEDEZA LESPEDEZA - LB ACRE) FER~1wIZER LB ACRE 8~ AUG 20 TO OCT 15 (LB/ACRE) ACRE LB ACRE { , U3 ACRE { / ) ) ( / ) ( / ) VARIABLE AS DIRECTED BY THE ENGINEER
FEB 1 TO APR 15
80 20 10 - 4,000 1,000 4,000 ii
K0~ GERMAN LIMESTONE 10-10-10 STRAW TALL FESCUE LESPEDEZA LESPEDE7J1 TiIiU.ET FERTILIZER MIN. 12-1 2 GA.
LB lB ~ (LB ACRE) { { INTERMEDIA / LB A LB LB ~ ~ MAY t TO AUG 15 (LB/ACRE) ( /ACRD ( /ACRE) ( / CRE) ~ ~o a WIRES CfE ~
lIE HIES j 80 20 10 10 4,000 1,000 4,000 L F
INSTALLED TO SECOND SERICEA KOBE 10-10-10 M TO ~
TALL FESCUE RYE (GRAIN) LIMESTONE STRAW LESPmQA LESPEDQA LB ACR LB FERTILIZER ~ GRADE
(LB/ACRE) U3 ( / ~ ( LB AC ( OCT 25 TO MAY 1 (lB/ACRE) ( /ACRD ( / RE) ~ ~ ii
80 20 10 40 4,000 1,000 4,000
'~i if.
i u'' N W N I AN N RM
FRO T VI W
SEED SOIL AMENDMENTS MULCH
BLID•ID OF THREE OR MORE LIMESTONE 10-10-10 STRAW STEEL POST
TURF TYPE TALL FESCUES FERTILIZER AUG 20 TO OCT 15 (LB/ACRE) (LB/ACRE) WOVEN WIRE FABRIC
t TO APR 15 {~/~R~ {LB/ACRES SILT FENCE GEOTEXTILE FABRIC FEB
° 250 4000 1,000 4,000 I z FlLL SLOPE
-USE SILT FENCE ONLY N ~
WHEN DRNNAGE AREA cv ~ DOES NOT EXCEED 1/4
i 'GRADE ACRE AND NEVER IN AREAS
PACT OT OF CONCENTRATED FLOW. FFER M BU 6 MIN. COVF4R
I OVER SKIRT t. THE FOLLOWING INDICATES THE TOTAL AREA (SF) OF CLEARING IN ZONE 2 IDENTIFIED BY THE -END OF SILT FENCE iv
RIPARIAN BUFFER RULES FOR THE NEUSE RNER BASIN: NEEDS TO BE TURNED ANCHOR SKIRT AS
UPHILL DIRECTED BY ENGINEER • ZONE 2 13,393 SF
SI
* FOR REPAIR OF SILT
FENCE FAILURES, USE
N0. 57 WASHED STONE. FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
CITY OF RAt.ElGH
CENTRAL ENGINEI7~lG DEPARTMENT F1Yf
REVISIONS 7 0wuar en 11e r~
TEMPORARY
SILT FENCE
STD. # 40.04
J.\Ralei h Jabs 30253 - Ralei h US 64 PS and Crabtree Creek Int\30\Orowin s Civil 30153-C05.dw
td~~NNntup~~, ~N~uunp~~ o~H~q ~~o,, CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
NOTES: H ~ ~ Q
Unde round facilities, structures, and utilities have been plotted from FES$ ~ FOR REGULA'TOR'Y APPROVAL Q Stearns 8~ Wheler, PLLC PUMP STATION N0. 30 SANITARY SEWER EXTENSION
available surveys and records, and therefore their locations must be ~ ~ ~ _ ; Q 2 considered approximate only. There may be others, the existence of BAW g/04 JHE SRH ~ SEAT
which is presently not known. The Contractor shall comply with the 08p ' ~SOei ~ ~ AND PUMP STATION N0. 48 ABANDONMENT
North Carolina Underground Damage Prevention Act. Before excavating, FOR APPROVAL - d0% 1 • Environmental Engineers and Scientists EROSION AND SEDIMENTATION
the Contractor shall notif each utili owner havin under round SRH S y ty g g BAW JHE utilities located in the proposed area to be excavated, either Drolly ~,~U
~ DRAWN DATE CHECKED DESIGNER DATE ~ E'~ ~ or in writing, not less than two nor more than 10 working days prior by K K ~a~.~~'` CONTROL NOTES AND DETAILS
to starting, of intent to excavate. The North Carolina One-Call Centers III'u""t' PROJECT SUPERVISOR DEPARTMENT SUPERVISOR N~~"°"""'" R4LEIGH, NORTH CAROLINA
phone number is 1-800-632-4949. 67 d ~ DRAWN DATE CHECKED DESIGNER P DATE ~v/67/0 ~ Boa No. 30253 CONfRACf - SHEEP C+-5