19980662 Ver 1_COMPLETE FILE_19980717

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 27, 1998
Johnston County
DWQ Project 980662
APPROVAL of 401 Water Quality Certification
Mr. Kevin Martin
S&EC
244 West Millbrook Road
Raleigh, NC 27609
Dear Mr. Martin:
You have our approval, in accordance with the attached conditions and those listed below, to impact
0.115 acres of wetlands or waters for the purpose of installing a sewer line at Meadow School in Johnston
County, as you described in your application dated July 17, 1998. After reviewing your application, we have
decided that this impact is covered by General Water Quality Certification Number 3101. This Certification
allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Domey at 919-733-1786.
Si e ly
ston Howard, Jr. P.E.
l
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Domey
Central Files
980662.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
Soil & Environmental Consultants, Inc.
244 West Millbrook Road ¦ Raleigh, North Carolina 27609 ¦ [phone] ¦ Fax [phone]
US Army Corps of Engineers - Regulatory
Attn: Ms. Jean Manuele
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
July
D 0 W,
JUL 1 7 W8
OROUP
UALM SECTION
14, 1998
Re: Wetland Situation - Meadow School Sewer and Water Line 401 ISS
Dear Ms. Manuele: 980662
• The corridor of the project was traversed on foot and the soils, vegetation and
hydrology evaluated and wetland areas examined by current procedures
described in the 1987 Corps Manual for Identifying and Delineating Wetlands.
We have determined that the only jurisdictional areas currently within the
construction corridor is a Bottomland Hardwood forest where the proposed
sewer line must connect to an existing sewer line and a cutover wet depression, a
stormwater channel within existing road right of ways. These are shown as
approximations on the attached snaps. The sewer and water line will be
installed within the existing road right of way except for the connection to the
existing sewer. Temporary impacts within the construction corridor will occur
as shown on the plans. The only permanent impact will occur at the connection
to the existing sewer (See attached table and maps). The purpose for delineating
areas adjacent to, but outside of the construction corridor is to attempt to avoid
inadvertent impacts to these areas during construction.
Findings
The site was closely evaluated for evidence of hydrology and vegetation. In this
area, the hydrologic proof would be in the existence of hydric soils, water borne
deposits, sulfidic odor, stained leaves, drift lines, scour marks, regional
indicators of soil saturation, etc. After close examination of the soil borings, we
found hydrology indicators present that indicate hydrology exists for wetlands
designation in the areas identified.
Prior notification to DWQ is not required for impacts under Nationwide 12 or
General Permit 49, if all conditions of the permit are adhered to. No antiseep
collars will be necessary for this line since it has no wetland crossing over 150
Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits
On-Site Waste Treatment Systems, Evaluation and Design
feet where the actual line is within wetlands. I estimate the total jurisdiction
area temporarily impacted to be 0.081 acres, and permanent impact due to a
change in vegetation type to be 0.034 acres. (Total 0.115)
Recommendations
We recommended to the client that, if any of the wetland areas identified are to
be impacted by the project, we obtain Corps approval of the delineation. The
purpose of this letter is to request that the Corps prepare a letter referencing
approval of the delineation and concurrence with our client's utilization of
Nationwide Permit 12 or General Permit 49.
Please call if you need more information or have questions. Delineation forms
for the wetlands to be impacted and for the non-wetland area adjacent to the
flood plain where the connection to the existing sewer line is to be made and a
vicinity map are enclosed.
Sincerely,
Kevi C. Martin
President
cc: Everette Knight, WK Dickson
John Dorney, DWQ*
* Nationwide 12 does not require notification to DWQ nor does the current
Neuse Basin Buffer Rules if all conditions of NW12 are met. Copy to DWQ is
sent as a professional courtesy only.
KCM/ bh
DWQ ID:
Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit ft 12
Pre-Construction Notification Application
For Nationwide Permits that Require:
1) Notification to the Corps of Engineers
2) Application for Section 401 Certification
3) Coordination with the NC Division of Coastal Management
Send the original and (1) copy of this completed form to the appropriate field office of
the Corps of Engineers (see agency addresses sheet). Seven (7) copies should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owners Name: Johnston Co.
2. Mailing Address: Dept. of Public Utilities, PO Box 2263
attn: Tim Broome Subdivision Name: NA
City: Smithfield
State: NC
Zip Code: 27577
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home):
(Work): 919 989 5075
4) If applicable, agent's name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
244 West Millbrook Road
Raleigh, NC 27609
Fax: [phone]
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
County: Johnston Nearest town or city: Benson
Specific Location (include road numbers, landmarks, etc.):
Parallel to Hwy 50 beginning just south of the intersection of 195 and Hwy 50
to Meadow School (see attached USGS vicinity map)
6. Impacted or nearest stream/river: Unnamed tributaries of Stone Creek and
Hanna Creek
River Basin: Neuse (where impacts occur)
7a. Is project located near water classified as trout, tidal saltwater (SA), high quality
waters (HQW), outstanding resource waters (ORW), water supply (WS-I or WS-
II)? YES E] NO ® If yes, explain:
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. If the project is located within a coastal county (see page 7 for list of coastal
counties), what is the land use plan (LUP) designation?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work:
9a. Estimated total number of acres in tract of land: N/A Sewer Corridor
9b. Estimated total number or acres of wetlands located on project site: < 1
10a. Number of acres of wetlands impacted by the proposed project by:
Filling:
Flooding:
Excavation: 0.115
Other:
Drainage: Total acres to be impacted: 0.115
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation): - see table on impact map
Length before:
After:
Width Before (based on normal high water contours):
Width After:
Average depth before:
After:
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel: ?
Channel Excavation: ® Construction of a Dam/Flooding: ?
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to
the pond?
What is the expected pond surface area?
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Construction of a sewer line and water line along an existing road right of way
except for one crossing. ( See attached USGS)
13. Purpose of proposed work:
Install water and sewer lines
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
No less damaging alternative exists
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) regarding
the presence of any federally listed or proposed for listing endangered or
threatened species or critical habitat in the permit area that may be affected by the
proposed project. Date contacted: (attach responses from these agencies).
handled by USACOE
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
handled by USACOE
17. Does the project involve an expenditure of public funds or the use of public (state)
land?
YES ® NO ? If no, go to 18.
a. If yes, does the project require preparation of an environmental document
pursuant to the requirements of the North Carolina Environmental Policy
Act?
YES ? NO ® (less than 1 MGD for sewer and .5 MGD for water)
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
with the North Carolina Environmental Policy Act.
Questions regarding the State Clearinghouse review process should be directed to
Ms. Chrys Baggett, Director State Clearinghouse, North Carolina Department of
Administration, 116 West Jones Street, Raleigh, North Carolina 27603-8003,
telephone [phone].
18. The following items should be included with this application if proposed activity
involves the discharge of excavated or fill material into wetlands:
a. Wetland delineation map showing all wetlands, streams, lakes and ponds on
the property (for Nationwide Permit numbers 14, 18, 21, 26, 29 and 38). All
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant
to the placement of the delineation line.
d. Attach a copy of the stormwater management plan, if required.
e. What is land used of surrounding property? residential, commerical, or
undeveloped
f. If applicable, what is proposed method of sewage disposal?
municipal
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. may not be impacted prior to:
1. Issuance of a Section 404 Corps of Engineers Permit,
2. Either the issuance or waiver of a 401 Division of Environmental
Management (Water Quality) certification, and
3. (in the twenty coastal counties only) A letter from the North Carolina
Division of Coastal Management stating the proposed activity is consistent
with the North Caroli a Coastal Management program.
U
62
Owner's Agen s Signature ate
(Agent's signature valid only if Agent Authorization Letter from the owner is provided
(18 g.))
Johnston County
Meadow School
Water Line and Sewer Line
Impact Locations
(Assumes construction limits 20' off edge of pavement except at Impact #4
where corridor is 20')
Impact Size Wetland Stream Stream Latitude/
Location Type Width Name Longitude
WL # 1 --
0 (wetland Wet NA NA N 35020'40.12"
(Sheet #12) begins 25' depression W 78028'56.12"
from edge of abandoned
pavement) pasture
WL #2 0.046 ac Wet NA NA N 35020'44.02"
(Sheet #12) (Wetland depression W 78028'58.14"
begins 15' cutover
from
pavement
edge. Impact
is 5' x 400' if
corridor is 20'
from
pavement
edge)
WL #3 0.068 ac, of Swamp 5' Unnamed N 35022'33.46"
(Sheet #28) which 0.034 Forest tributary of W 78032'00.90"
are Hanna
permanent Creek
(assumes 145'
long by 20'
wide
corridor)
S #1 0.001 ac (2' NA 2' NA N 35021'50.29"
(Sheet #20) stormwater W 78030'14.14"
channel
begins at
culvert edge
assumes 2' x
20' impact)
See sheet #23 of 33 for another location of a wetland adjacent to corridor with no
proposed impacts.
Mr. Everette Knight, P.E.
WK Dickson Co, Inc.
5540 Centerview Drive
Suite - 15
Raleigh, N.C. 27606
SMITHFIELD, N. C. 27577
[phone]
W"" WY
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
June 26, 1998
Re: Meadow School Wastewater Collection Facilities
Wetlands Investigation and Permitting
Dear Mr. Knight:

This is to authorize W.K. Dickson and/or its designated agents to complete wetlands
investigations, mapping, and permitting necessary for the construction of the Meadow
School Wastewater Collection Facilities Project.
Time is of the essence on this project, and we will appreciate your expediting this work.
Sincerely,
Timothy tJ. Broome, P.E.
Director of Infrastructure and Engineering
TGB/pw
i.
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Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Johnston County/ Meadow School Date: 7/2/98
Applicant/Owner: Johnston County County: Johnston
Investigator: Kevin Martin State: NC
Do normal circumstances exist on the site? Yes Community ID:
Is the site significantly disturbed
(A typical situation)? No Transit ID:
Is the area a potential problem area? No Plot ID: Wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Juncus sp. Herb FACW 9.
2. Carex sp. Herb FAC 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
(in.)
6 (in.)
(in.)
Remarks:
Wetland HvdroloQv Indicators:
Primarv Indicators:
Inundated
X_ Saturated in Upper 12 Inches
Water Marks
Drift. Lines
Sediment Deposits
Drainage Patterns in Wetlands
Seconda ry Indicators: (2 or more required)
X Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
X Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
WLdata.frm
IV 4- -1
SOILS
Map Unit Name
(Series and Phase):
Taxonomy (Subgroup):
Rains sandy loam
Typic Paleaquults
Drainage Class: Poorly
Field Observations
Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins.) Horizon (Mansell Moist) (Mansell Moist) Abundance/Contrast Structure etc.
0-5 Ap 10YR 511 sandy loam
5-10 Btgl 10YR 6/2 10YR 518 many med. prominent sandy clay loam
10-44 Btg2 10YR 511 10YR 5/6 many med. Distinct sandy clay loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
X_ Reducing Conditions
X Gleyed or Low-Chroma Colors
Remarks:
Wetland Determination
(circle yes or no)
Hydrophytic Vegetation Present? Yes
Is This Sampling Point Within a Wetland? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks:
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
X Listed on Local Hydric Soils List
X Listed on National Hydric Soils List
Other (explain in remarks)
WLdata.frm

Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 23116th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Johnston Co./ Meadow School Date: 7-2-98
Applicant/Owner: Johnston County County: Johnston
Investigator: Kevin Martin State: NC
Do normal circumstances exist on the site? Yes
Is the site significantly disturbed
(Atypical situation)? No
Is the area a potential problem area? No
(If needed, explain on reverse.)
VEGETATION
Community ID:
Transit ID: V??1a I?c? Jac eve ?"O
Plot ID: Wetland 3
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus taeda canopy FAC 9.
2. Quercus alba
3. Corn us florida
4. Bambusa vulgaris
5.
6.
7.
8.
Canopy FACU 10.
Shrub FACU 11.
Shrub FACU 12.
13.
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 25%
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: >24_ (in.)
Remarks: No indicators
Wetland HvdroloRv Indicators:
Primarv Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks.
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
other (explain in remarks)
WLdata.frm

SO1 S
Map Unit Name
(Series and Phase):
Taxonomy (Subgroup):
Norfolk loamy sand
Typic Kandiudult
Drainage Class: Well
Field Observations
Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
Horizon (MunsellMoist) (MunsellMoist) Abundance/Contrast Structure etc.
0-9 Ap 10YR 4/3
9-14 E 2.5YR 6/4
14-26 Bt1 10YR 5/6
loamy sand
loamy sand
sandy clay loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Remarks: No indicators
Concretions
High Organic Content in Surface Layer in Sandy Soil
organic streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (explain in remarks)
Wetland Determination
Hydrophytic Vegetation Present? S NO
Wetland Hydrology Present? I% N O
Hydric Soils Present? I% Me
Is This Sampling Point Within a Wetland? r N o
Remarks:
WLdata.frm
Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Johnston County/ Meadow School Date: 7/2/98
Applicant/Owner: Johnston County County: Johnston
Investigator: Kevin Martin State: NC
Do normal circumstances exist on the site? Yes Community ID:
Is the site significantly disturbed
(A typical situation)? No Transit ID:
Is the area a potential problem area? No Plot ID: Wetland'L
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum
1.Liriodendron tulipifera Canopy
2Myrica cerifer Shrub
3.Acer rubrum Canopy
4. Typha latifolia Herb
Indicator Dominant Plant Species
Stratum Indicator
5. Osmunda cinnamomea Herb
6.
7.
8.
FAC 9.
FAC+ 10.
FAC 11.
OBL 12.
FACW+ 13.
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: 6 (in.)
Depth to Saturated Soil: (in.)
Remarks:
Wetland Hvdrologv Indicators:
Primarv Indicators:
Inundated
X_ Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Seconda ry Indicators: (2 or more required)
X Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
X Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
WLdata.frm

SOILS
Map Unit Name
(Series and Phase):
Taxonomy (Subgroup):
Rains sandy loam
Typic Paleaquults
Drainage Class: Poorly
Field Observations
Confirm Mapped Type? Yes
Profile Description:
Depth
(ins.) Horizon
0-5 Ap
5-10 Btgl
10-44 Btg2
Matrix Color Mottle Colors Mottle
(Munsell Moist) (Munsell Moist) Abundance/Contrast

10YR 5/1
10YR 6/2 10YR 518 many med. prominent
IOYR 5/1 10YR 5/6 many med. Distinct
Texture. Concretions,
Structure etc.
sandy loam
sandy clay loam
sandy clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed on Local Hydric Soils List
X Reducing Conditions X_ Listed on National Hydric Soils List
_
X_ _ Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks:
Wetland Determination
(circle yes or no)
Hydrophytic Vegetation Present? Yes
Is This Sampling Point Within a Wetland? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks:
WLdata.frm

Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Johnston Co./ Meadow School Date: 7-2-98
Applicant/Owner: Johnston County County: Johnston
Investigator: Kevin Martin State: NC
Do normal circumstances exist on the site? Yes Community ID:
Is the site significantly disturbed
(Atypical situation)? No Transit ID:
Is the area a potential problem area? No Plot ID: Wetland 3
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 Acer rubrum Canopy FAC 9.
21iridendron tulipifera Canopy FAC 10.
3. Nyssa sylvatica Canopy FAC 11.
41 igustrum sinense Shrub FAC 12.
5. Osmunda cinnamomea Herb FACW+ 13.
6. Woodwardia areolata Herb OBL 14.
7. 15.
8. 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: 0 (in.)
Remarks:
Wetland HvdroloQv Indicators:
Primarv Indicators:
Inundated
X Saturated in Upper 12 Inches
Water Marks
X Drift Lines
X Sediment Deposits
X Drainage Patterns in Wetlands
Seconda ry Indicators: (2 or more required)
Oxidized Root Channels m
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
WLdata.frm

4
SOILS
Map Unit Name
(Series and Phase): Bibb sandy loam
Taxonomy'(Subgroup): Typic Fluvaquents
Drainage Class: Poorly
Field Observations
Confirm Mapped Type? No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins.) Horizon (Mansell Moist) (Mansell Moist) Abundance/Contrast Structure etc.
0-5 A 10YR 3/2 sandy loam
5-10 Cgl 10YR 7/2 sand
10-20 Cg2 2.5YR 5/2 10YR 4/3 common med. Distinct sandy loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
X_ Aquic Moisture Regime
X_ Reducing Conditions
X Gleyed or Low-Chroma Colors
Remarks:
Wetland Determination
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (explain in remarks) .
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Is This Sampling Point Within a Wetland? Yes
Remarks:
WLdata.frm
11
JOHNSTON COUNTY
W

M
S
b
lsi?
E
6aa2
y?-
E?x3
71t
3
?Iq1
?c8
WATER SUPPLY AND WASTEWATER COLLECTION FACILITIES
TO SERVE MEADOW SCHOOL
?- N RA qJ5 RD TION NO t
1. LOCATIONS SHOWN FOR ALL EXISTING UTILITIES ARE APPROXIMATE BASED GPI BEST AVAILABLE
INFORMATION, AND ARE IN NO WAY GUARANTEED. THE CONTRACTOR SHALL CONTACT CAROLINA
ONE (000-632-4994) 4S HOURS PRIOR TO THE START OF CONSTRUCTION AND COORDINATE ALL
LOCATION WORK REWIRED FOR THE PROJECT.
2. WATER MAIN SHALL BE INSTALLED A MINIMUM OF 12' OFF THE EWE OF PAVEMENT OR AS INDICATED
p0+ THE PLANS. FORCE MAIN 5HALL BE INSTALLED A MINIMUM OF ID' OFF THE EDGE OF PAVEMENT
OR AS INDICATED ON THE PLANS. ACTUAL PLACEMENT WITHIN THE NCDOT RIGHT-OF-WAY WILL
VARY DEPENDING ON FIELD CONDITIONS.
3. THE CONTRACTOR SHALL COMPLY WITH THE APPROVED NCDOT ENCROACHMENT AGREEMENT WHILE
WORKING WITHIN THE NCDOT RIGHT-OF-WAY.
4. CARRIER PIPE IN ENCASEMENTS SHALL BE CLA55 50 DUCTILE IRON.
5. THE CONTRACTOR SHALL COMPLY WITH THE TERMS AND CONDITIONS OF PERMITS FROM THE LAND
DUALITY DIVISION AND DIVISION OF ENVIRONMENTAL HEALTH OF NCDEHNR.
6. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEA5URE5 PRIOR TO THE START OF CONSTRUCTION
AND COMPLY WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
7. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT THE END OF EACH DAY.
INTERRUPTION OF ACCESS SHALL BE KEPT TO A MINIMUM. THE RESIDENCE/PJJSINESS SHALL BE
GIVEN AT LEAST 24 HOURS NOTICE PRIOR TO INTERRUPTION OF ACCESS.
8. ALL AREAS DISTURBED SHALL BE RE-5EEDED WITH PERMANENT COVER. TEMPORARY SEEDING
SHALL BE DONE IF AREA REMAINS UNRESTORED FOR W DAYS.
9. TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIME5.
10, CONTRACTOR SHALL REMOVE, PROTECT AND RESET ALL MAILBOXES, SIGNS, POST, FENCES, AND
OTHER UNAVOIDABLE OBSTRUCTIONS. ITEMS DAMAGED DURING TH15 PROCESS SHALL BE REPLACED
OR REPAIRED TO THE SATISFACTION OF JOHNSTON COUNTY AND THE PROPERTY OWNER WITH NO
ADDITIONAL COMPENSATION.
11. CONTRACTOR SHALL REPLACE ALL DI5TURBED GRAVEL, ASPHALT, OR CONCRETE DRIVEWAYS
ACCORDING TO THE PLANS AND SPECIFICATIONS. RESTORATION SHALL BE ACCO1PL15HED A5 50ON
AS POSSIBLE AFTER PIPE 15 INSTALLED.
12. CONTRACTOR SHALL COORDINATE ALL SERVICE INTERRUPTIONS WITH THE JOHNSTON COUNTY
DEPARTMENT OF UTILITIES. A MINIMUM OF 46 HOURS NOTICE SHALL BE GIVEN PRIOR TO
ANY INTERRUPTION IN SERVICE.
13. CONTRACTOR TO MINIMIZE PLACEMENT OF EXCAVATED MATERIAL ON ROAD WRING CONSTRUCTION.
ALL STREETS SHALL BE CLEANED DAILY.
14. ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RETURNED TO ORIGINAL GRADE,
LINED WITH JUTE NET TEMPORARY DITCH LINER, AND REVEGETATED IMMEDIATELY.
15. ALL PVC WATER MAINS ARE TO BE SDR 21, CLASS 200 AND BE LAID WITH DETECTABLE MARKINGS
PER PLANS AND SPECIFICATIONS. MACHINED END PIPE CONNECTIONS TO MECHANICAL JOINT FITTINGS
WILL NOT BE ALLOWED.
16. WHERE NOTED ON PLANS, CLASS 50 DUCTILE IRON PIPE SHALL BE USED IN LIEU OF PVC PIPE,
17. WHERE PROPOSED UTILITY LINES ARE SHOWN CROSSING EXISTING UNDERGROUND TELEPHONE AND TV
CABLE LINES, PROPOSED UTILITIES SHALL BE ROUTED UNDERNEATH EXISTING LINES.
?5 t1 ?0. 1 ,
f
I
T
tl
VICINITY MAP
NOT TO SCALE

JOHNSTON COUNTY
BOARD OF COMMISSIONERS
NOMM C. DEWA CHAIRMAN
JAMES W. CAN{ WCECNyIAMI
DR JERRY F WOOD

FLEA" N CREECH E

THOMAS M.MOCYE C?'.•, ?`Y ?•`
?

COOKIE POPE ??w,ryruk w5"`
'
JAMES H. LANGIDM J R.
5540 CENTERVIEW DRIVE
SUI 315
ph RALEIGH, N. C.
T27606
w W K [phone]
ENGINEERS ?ICKSON ABNedIIS, NC
,I.tt.
PLANNERS A °A
Charlotte, NC
Cdumbia, SC
COVER SHEET ....., ...... .... ... ... 1
f ORAIRY BEAMS -SfA 5NO TO Irk NOS
W WATER WN•STAN TO MA NW
f fOfLE WN- STASIWTOMANW .........
.... .... 2
w"7119,11,104 • STA W100 TO MA 24+05
S' WIDE WN-STA TNW TOOTANip .. .. A
W WATER WN-3TA 0++66 T08fA aNO
f FOIE WN-STA 2NSS10STA f/k0 ...... ......... 4
W WATER MAN STA. 37+00 TO Ork
f FORX MW -S A. 9630 TO STA SONS............ ....... 6
W WATER MAW - SIX 50+86 TO MA BND

........
WFORCEWN-S0.WN5W BTAGW
......... 6
W MW-8A WN TO MA 7
V FORCE RCE WN - BTA Wp TO STA. 7986
!55
............ ..
............ 7
W WA70 WN-SfA 7935 TO MA W25
f FORGE ILVI•fT&79WTOSTAW25 . ..... ..... .... .. B
W WATER LAW -NA W26 TO WA 10'7105
6 FORCE WN-BTA W25 TO STA W+05. .............. .......... 9
W WATER WAN- SfAW606TOSTA VIM
f IOC! YW-fTA1Wl01 TO8fA ORS ... .. ... .... .D
W WATCH MAN- STA. MIME TO BTAtl6100
fFORCEIAM4 8TAM2N0TOffAON00 ......... 9
W WATCH WAN -!f& WNW TO S T& 150+25
f POP41 WN- or, O&M TO STA. WOYm .............. .... .... M2
W WATCH MAW - STA 150+26 TO STA
FORCE! L" STAM9g5N STAIM/W... ... .. .. .. A
W WATER MAN-ST&NWp TOSTA 03105
f FOIKEMMI- BTAffiwwffA 01!01.. .. _.. M
W WATER MW -ST117M00TOWX 020+0
W FORCE MW - ark DN06 TOOTAANW. .. ..... Y
W WATCH WN-SfA WNW TO STA. 2WO
f FCRCEMW -STAID240OTOSrk2 ..... 15
W WATER WN•fTAm 10 TOSTA ZONIS
fFOKlWM- MA 2%M TO ETA 220+45 ... ... D
WWATC1MW•STA22 70STA2'd/N
f ICRTIYW •ffr& MST'A2DFC. ...... .... N
W WATCH MW • f0.ffiNNTOSTA N
V FORCE MAN• 6A. ANC TOSTA 245M
. ..... .
.... ..... H
WWATCTMW •ST&-TCSTA2B'iW
A' FIRM MAN • STA 246W TO STA. 211+0......... 3J
W WATCH MW • MA 282+10 TO SSA 261/0
fFOK!MW -CAR TO STA 215+6 . .. ...... ..... ..... .... 21
W WATER VAR • STA. 261W TO STA. 280130
f FNKf MW• DA 161! 0" MA]Wro ... .. ... .. ...... ..... 22
W WA7CI WN - STA 280+ W TO STX 900+40
f FOIN!WN-BTA.2 1 TOSTAODN/0 ... ... .. .... ..... ... .. 23
WWARM MW • 60. 904+40 TOSTA WHO
f FOC! MAN -MA 30610 META 061+60 ........ ..... ......... 1/
W WATCIMW •STA 3611W TOOTA 3W
f FORCE MAN-STA. TO 60. 532+65 . ...... .. . ....... ..... 25
Jr WATER MAIN - STA. =+S5 TO STA 3005
f FOKf 1 N• STA6NSSTOBOLO4N40 .. 6
WWATER MAN- BfA 29003 TO f0. 340MC 27
V FORCE WN-SIX 3OW TO 6A. 961!6 ................. .....+6
WASTEWATER KIP STATOR SITE AND OETAIB .. ... .....29
WATER LM AID E ROSION GGTRROL DETAILS ... .. ... ... W
WATER LIE AND EROSION CONTROL DETAILS ... ..... 2
WATER LINE AND EROSION COIN DETAILS .. ... .. ..... ... 32
FORE MW A'D GRAVITY SEWER DETAILS..... ............. 33
I vrrun
RJ
RESTRAINED .'DINT PIPE
DIP DUCTILE IRON PIPE
PVC POLYVINYL CHLORIDE PIPE
F.H. FIRE HYDRANT
G.V. GATE VALVE
RCP REINFORCED CONCRETE PIPE
RCBC REINFORCED CONCRETE BOX CULVERT
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
D/W DRIVEWAY
F.O. UNDERGROUND FIBER OPTIC CABLE
J.B JUNCTION BOX
CURB INLET
m POWER POLE
n PROPOSED CHECK DAM
uA4 rv UNDERGROUND TV CABLE
wG TEL UNDERGROUND TELEPHONE
0 ? TELEPHONE PEDESTAL
D CABLE PEDESTAL
0 WELL
MARCH 1998
INDEX
3
I
1
g
;
i H

STA'`'B
at b' PVC -D MAVITIN
1RAN9Fl:R'TABIE D CRANE

SEE DETAIL SHEET 24 FOR FCOTING tW BE EyV5.
pDMy • 1%. M
A
p9T" SgW{?,TIpN WET?4p? µ?°]
I
AV
I
tt Sd1ER ""m'
OFf.IN
D
.
P
.
G
R 140 L.F. ASPHALT DM REPAIR

ay
ENpCGRAVITY 1FJ4E1
P:ckeT F-cf++cc SThAI. 9f?la
. 192mp
IP'au IRNJ. WT
I
M
rvt y . ( bbu ?.? IF i

...

TFt1PORARf BIWIOFF ASSPiBIY
_
N
?
pp
yry
??
?
9
H?
p
T
O
Plf? I ATKN 9RE
( FENCF ANp GU LI ATE W L.F. A9PWLLT DM REPAIR % - .-• % (11=1 GETAB. OHM 24) _ - W FRGH FENCE d

STA
WKS
_,Pe 150 L.P. W WC GRAV. 5EW. .
BEGIN WATERLINE

2-
r.,

'? I2' WTE VALVE AT 5 V ' FRIXI VP

ID EO FRGM FT POLE
Y SERVICE
?4 J kb O a, (9?P.E DETAIL) E?'TIA._ __
Y
- . - - . - - -E
la HORiz. L E D
_.JghF".
K I A
MORE 16? 40 LF (OA60' TNIG'RIESS)
O GRAVIT
LEARANCE I
/ / -. _ MIN. l IIZ. C
-' - ?
? qqa?
/ e lN < a/m0 4F d WH -STA. 4e2S W -W ?I I5' BEND
a,li
I on PA ~
' \
y
ORLEy / 11 I/A' BEND W p
I
L 16- STEEL ENCASW6M WITH 40 LF

NCTILE IRON CARRIER PIPE
6'
UNDER N.C. 80
MP .
NN
?WWt??F
% /
' P? Pam .r° J 8 / / / N er
.F. Y P/C SERVICE LINE ?i* I
\
/ v% `-ice LFLL -M ° OEND
Z/
I
/I11

_ o y ,T. ,
rauem-Y T ?
y

6' FORCE MIN
? DW v P
I ?
°
? meie,tv.. 9CE .. uPwr w.
'

CCCC'?
'
C
?
2
A PUMP
1 C
C
N°

J
ST9ND
SAVF1ITB'S ®
{ . Z-
4'.A 0.I?I/? REV E 390 LF. AS%NLT
e
'FT
Y A ' :i'? OM REPAIR
F.
N'0Ae f ' 0 PVC WATERLINE

'OFF bP (MIN.)
MEADOW SCHOOL N
12' X'2- IOE95
TAPPING SLEEVE t VALVE
j

o

?
2p9
.
Ntl.N Z)
?I
t
35'49
. IP' 16' TEE AND

DOUBLE CH.
I °
I 4632
A INV
M. DROP INV. 1912) $
(SEE DETAIL) \
INV, dfT . FD.00 \\\
EXISTING FW
RIM
LEV.?2ro.01
E VALVE VAULT

(SEE DETAIL)
F
GRAPHIC SCALE
u
RaIE 6' FORCE MIN

UNDER le' RCP

IN '2
20 LF DIP
I / 20 12 CLEARANCE
M_'
p
??
STING 9' B' INV. OOpVUI??? I'G 12
5 BT SCHOOL
FRVICE A - --
12- . 0 TEE AND
F.H. ASSEMBLY
Rare IY WATER MIN
l N T661) A RCP
1 h' m 'L AN ND REPAIR DITCH MATCH LINE STA. 11+30
ROPOSED W LF Xu C MT TRIP. LINER SHE ET NO. 3
NO(G

IOG.TIQ4MTLRW. W ALL
Pxlca
Uf
N
8
c4cF 8
8 IN
9
TO TO WC
START OF tDItlTP1GTILN.
206

0 205
......
LE:
I
ONTA
EXISTING GRADE

-_-
206

I
pV? - ? -
209

.
?-

-

NC IfNY 50 - L
HOR
Z
_
204
VERTICAL SCALE: -
209
202 ..... + )'n iZOF

201 >

w
..
... -i- -' ---- 1OPA5ER&JyL - ---

ORCE MAIN

-''COVER
N - --- - _.. --

_ .. _. - --- - zot

.... m. ?_.
_
Q EE
.-_
? .
H9MIATEHI6H-POINT-I-- - -_._ ..... I 18" RCP m q-7--.--.200
.... ...
.
' ..
... ... . ..
Z N IBS
189 .__ ...MIN I2"CLEARANCE ___... ...... _.

I ...I _. _. _. j ....
_ ?... .. __

- :.... . _... .. _ wA..
108
IBS +...

B4 .., I. _.. ... ..... _
-" 3/4'' ATER SERVICE .. _. _.. _.. ...__. ...

....i..-. / i w
87
196
188 AADEQUATE
'- ... .. .5TA.. 6+20.- ..... MAIN ........... ... ..
... I q0' BEND IN 6° F0 .. .. ..... ..... ... ... ., .. 5TA. 10+50
q0' BEND ... ..

195
195 T? -? - .
ELIMINATE. .. ... .. ?. ..... ...I... .. .....
Y__ . .... ... .
.
1B4
I04 ...... .. .. ..... .... .. ........ ....1... .... ...... ... ...,... ...
THI
KNE55
plIRE it JACK 40 L
"
ROIJYE' 6''
6RCE MAM -

199
19.1
...........

- - !
.. TBIDE R? INVERT ....1 ... .......... ..._._..

OIi
... ._
......... . 150.OO.LF.... L
Ib' S7E?NCASEM T NITH 40
.....
.....
RRIER PIPE
DUCTILE' IRON C " "
6
" HIN..12" CL

20 LF 6' D RANCE

P
t92 --+-__ LI?
y
',1
I WV: 182
..... .... .....,.. .. . ,. ...
9

191

90

.
25.

'

LF
... ... ..... .. 5. . .. ...... ..
A

DIA
'

. ....

... ..

.... .... ...
--7-7
7

I

.

._

. .....

..

.. 1
1

90

1S9 ...... .. . ....
I...
...... ... .... ....
.i
PROPOSE. B" .. .
.
.....
.. ....
1S9
SEE SHEET
- .....
.....
..LEVEL SWITCH EL ATIONS ...... '.. _ IBe
1SB -
6+00 7+00 8+00
9+00 10+00
11+00
CAPO'""
a ou®wE Nn ?Na JOFIdSTONCOUNTY 8'(ifWNTY8EW6i1NE'STA5f90TO3T0.9F35 2
WK
WATER SUPPLY AND WASTEWATER COLLECTION 12' WATER MAIN - 80A 7+10 TO 3T0. 10F75
13ICKSON W. FACILRIESTO SERVE MEADOWSCHOOL 6'FORCEMAN-sra5+90iosra.11+ao
?a? P"e,9 '1
$1. IC
39 aROwe / eaw ox
1
x
4
I
A-
I

77,
q ..- yAy
41 -
a ????? ? r?o F 1 @ b P
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( 12° % V TEE 1` 1'?t
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/ baBO
2 EE c
V. ? A

RENSIO S

-
=
.1/fe1° ae°..OICKSON
Plannve
5lmpre ?45C

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-

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VALVE L EON iNSJE E)15TN6 ="lYP
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k

t JOHNSTON COUNTY

WATER SUPPLY AND WASTEWATER COLLECTION
FACILITIES TO SERVE MEADOW SCHOOL
12' WATER MAIN - STA. 11+30 TO STA. 24+85
6' FORCE MAIN - STA. 11+30 TO STA. 24+85
3
33
mPW FSe
w

d
it
---__ PENSIONS _
ExX ?uum ww= o-%w Wiw
°9•:7 OICKSON
?_? ?? ??X?n tea: u
JOHNSTON COUNTY 12' WATER MAIN - STA. 24+85 TO STA. 37+30 4
WATER SUPPLY AND WASTEWATER COLLECTION 6' FORCE MAIN - STA. 24+85 TO STA. 37+30 33
FACILITIES TO SERVE MEADOW SCHOOL
A
It
[I
Y
3

GRAPHIC SCALE NOTI
CONTRACTOR SHALL FIELD VERIFY DEPTH,
LOCATION, SIZE, AND MTERIAL OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR
TO START OF CONSTRUCTION.
225.
OR ow) 225

_j, Pw
_. _
,
ner _ ilUr?-90 7L - - _.
:. 220
215_ _ _ _. 215
E1e

RW? PIP
210
R ??coac mR??rc
206
205

_ , _ _ I
Ip

Po

_. '..._. - 1
I%
Ins 3 Crn ER _. .
1001 _ _ :.
'
WP__ _. ti =i na.e mm?? N ar vnrE w4u P?nr ?
_ _
-- _ _J Im

'
?
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... _
NPB
-ILL E(ST - 3;Y FGP _ _.: IBP
sPo? ? r .r. 1 I. 14^ aenennce -. Ise
_

.38+00 38.00 40+00 44+00 42+00 43+00 44+.00 45.D0 44+00 47+D0 48+00 40+00 50+00
PENSIONS

N a
W
K
?m OB6b. Q??? mPI
}
??}
ItC I ? P a'ma G
L
9
e MhSThUC*r]N
D.
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wmlw. c° n?°m: tt
acwo
JOHNSTON COUNTY
l ` 12' WATER MAIN - STA. 37+30 TO STA. 50+95 L33
WATER.SUPFLYAND COLLECTION FACILITIES TO SERVE MEADOW SCHOOL E' FORCE MAIN - STA. 37+30 TO -STA. 50+95 f 4ttF{..
r

l
N
5
b
ro

GRAPHIC SCALE NOTE
CONTRACTOR SHALL FIELD VERIFY DEPTH,

SIZE, AND MATERIAL OF ALL
LOCATION
NG
UTILITIES PRIOR
EXISTING UNDERGROUND
CON5TRU
TO START OF OF CONSTRULTIdJ.

225

....._._.._ __..._."I'lA TS'MI _......._._
... _.. .. ._._. _
...__
...... .. _ _ _... '
., 226
_ ....w
m
zz ? ?I
420
220
218
ze.
_.
_. ... ,
_.. bb

?
.. _ by
', 215
215 be
210 _. _ I,I X10

Pat
'? E
r ?Tf+w ,rx JL
7 206
206 r
-. lvF ..fID
-3o LF JUTC MAP. IEMPOR?R =v `209

200

it

I r
20
1 W

IBS
IB1,

l

i
o
188 FcRCe nnr 22 vc ecws ?-n Irk' PENDS , 188
lee
I .,..
'tf _
L-RplTE 4DRLE PIWI ROf JP -
ue
24 F.P R[PAiF [ Tau
AND! frr

teal
..
. IF 6- 11
2111 1'E
'I
:5
6
.
. 1
6
IazI ........,160
51+00 52+00 53+00 54+00 55+00 5E+00 57+00 66+00 59+00 60+00 61+00 62+00 63+00 64+00
ROsoNS

? twfax?me a
w ax

Al
yBe ,A/?/ B axu n
s
InPI %s-txa
Y 1I 1?
-

' DICKSON ;mow
Pn=
?? su?t>ae a? x
o„, .... JOHNSTON COUNTY 12' WATER MAIN - STA. 50+95 TO STA. 64+80
` WATER SUPPLY AND WASTEWATER COLLECTION 6' fORCE MAW - STA. 50+95 TO STA. 64+80
L33
31 o FACILITIES TO SERVE MEADOW SCHOOL

a
9
M
Ib
5c
-GRAPHIC-SCALE OCNT'
CONTRACTOR SHALL FIELD VERIFY DEPTH,
LOCATION, SIZE, AND MATERIAL OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR
TO START OF CONSTRUCTION.
225 (w I-
2Elj. _ - - _ _ 221
220
a20 ... i .. !. PIA
- 215
213
?I - -' ns
_._ - 219

Elf
_ -. _.
I
? sle
210
-.foe
`
acv _.. ,
_ E.16Yu., oP>L ?I[ _
- -.
- r
- -
?,E,i TF r,T Te Faw R1
.205
209

1 _ _..

_ _ T-1I
o. IDs
H

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zu may--.'
I
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r01 J JVER
a- ' ue
l
I
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]IN 1 rovEF 6. PVC ?fCFCE -N
1 '? - l96
ill I 1 ', - - I fat

I801711/2
BEI:17 I,
J---/ LFUTE E'F?GR,F Wt ARC. JU q,ITN1, .-..
190
12f 2J FGP-AND REPAIR GITIH
lfrl - .. m _[ EEt cs.-.. - Im
Ib- - _ _
_ - -

IBS _
-..
- _ ? IBS
', - ? us
__.-- 180
65+00 66+00 67+00 66+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 76+00 79+00
BEVSIONS
? A
1 =
;7I
P°`"?i - 2
-
W/K?/ _I 1°1
u'
x
xt ?
1
vf3 °,
+
Engneen IMCKBON
PZ- m1a
5-?E
n 210'x' JOHNSTON COUNTY 7
12° WATER MAW - STA. 6480 TO STA. 79+55
s. WATER SUPPLYAND.WASTEWATER COLLECT1U $ FORCE Abl _ STA: 64t50 TO STA. 79#55
33
1Nlw;,;r. FACILITIES TO SERVE MEADOW SCHOOL
q'r? i1iu s,"'°'
Q
3
yR
k

ALA
?.-"HN x«F x
NGRR ,aA Ae Na?ALN ro naT xa, aNPR

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?-ls A ?; ;'i _? m,M

m?a """ ??

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1

III -'II-
-

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14-?I??1?mI?rT??h' NRNa mNAa L
2 adPa dMam a IPrcda aNAP nr
arPYq rM;NT11NdN a RRr mMNa n AVm m MA
aVRC. (ka aaF rRONW bMa DwNaeukN
- A Ca 1. orare En
M°C N am
Mbrd ad mwn Cxwarm d W;r[aea
°. ?a? h anG1w A4na said. a damn
- 3 NbE BIam M.rmra«N Oa aadd Mne wm N,
wa? xararo nw a aw avda? memem n ron
a SimNa A.nawwlrma mromNRm wn
7 ww.'?mo?m ?w?a a«n a. n?tuo-
e.Iero moear"r.ra. r-aO?"d+.aoa
NIT
mwneam
maM.a ona oae arv
_
u; ARa

uw.+? w?

_
DaAmnace araa.aro2s0 To:

? 1°'@

,w, ?. "n..mxe
,
.I ,d.;e a?.drmr - .
aaea areAmna lrnann .wa
ra?ma aAT+w Tmm d wRar alleamaR cola Id ...
TYPICAL TRENCH SECTION DOUBLE CHECK mmroaad.Ha.anraaaNre
Fpolb; Iry 6nharTNdd LNROIa. ddamamemm?.
TYPICAL CREEK CROSSING DETAIL ON ROAD SHOULDER VALVE ASSEMBLY „a,ax aaR.m
NOT 10 SCALE NOT 10 SCALE NOT 10 -E m
aN(Rrz WaaNExr

?- N

/

a 0 0 -

W%m

1

-.., ......
ra+aAe

- SEEMED PREPARATION I. EACH RIP PM PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH

BEE FILTER
LAYER
FABRIC OF SFLACEXEMY OF AIR-RAP SMALL URNECEITELY FOLLOW THE
PUCENENT IF THIS LAYER. KEEP VOIDS TO A -114UN AND FINN
WELL WADED OF DD HOT DISLODGE ST THE MASS
STENC.
A DENSE
STONE UNDERLYING NG BASE OF FILTER LiFA 1MFN PLACING STORE. COST OR THE
viAnw OF RIP FRI ER SHALL DE INCLUDED IN THE MST OF THE
RIPAP.
MAXI EM STORE SIZE WHEN USING B INCH 090 WILL BE 12 INCHES
? D CI O ?
0000[1[10
I ? 0 0 D CI CI CI le ux.

00[100[10
00CICID
I
O ? O
ree
N,W
L

aunty Me

FLAN a1neT ME anV'a wa?

-

SECTKNI
tG58.py.PAq®ARIS NL 9APAR N)B%9F4MeA d1f T9CA',
OYLDGann nV9t
2 r8 r?iNmE AWn MAr06DSnt

BIe.ATE 4t WOxgoxpHp S.yp ND 91? a1axA;SAN0
4 NRY AiR^Ip D'uE uR W .LY AND W
AND 9
Wr. aRt Biglm 2.
AND THE MINIMUM THICYJffSS OF THE RIP-PAP LAYER SHALL BE
IB INCHES
O MAXIMUM SLOPE OF THE CHANNEL BANR SMALL HOT EXCEED 20
Hwt1ZOERAL TO IA VEATCAL. FINISHED GRAS OF THE RIP RAP
.
IS TO BLEND WITH THE SURROLNDING AREA
1, INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISIASED STONES
CESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH

'
o o

- WNlUxE NTA nll-LLi@4O WY6i dPY?
N ? ON rrBSLYFraIN A 6 YP
eamsISEDSNS? mc arms®wmY x,w SEBBDAc
REFERENCE DETAIL BELOW
o
Q a oXpF
aINCT p?
u°P ox
4455'8' 12PRGP PAC) 315
8• PPE L•75' DO-W w aAmaaTms
MLw

AIUS xmtressAm lBVARDW?ws wnu
ei AUI
SEWNPP-aEP SAw W}IDRpW SN ORM?
?
?
D
d RP PFE L• Q' O RB OPxli ? AN tt
W ANVC RA B PA N
N%M T
N
N
14' fPE L• b'

- DDB
A ? A UER a & D@ BBS
AaanyTyile?,(B.°-f+aausecel,Or6ca?xMY3p5
F?RIp•C,CO A0800HJ 11 I

I
M FILTEL0.FIL 0R DEC iH ?T
R- E
DR
FRAME & COVER _
IALa-:ruv.?aARA APAN 6RAMR
1

-Rce-xm

OUTLET PROTECT

ION DETAIL dRXAfd4i M1lfM Al AID Wa4E
THE DINIEITN OR LARGEST THE (1 STONE . SHAH EXCEED 1.3 TINES
SND Ott SEE RIP-W. c12' R1.5 B IND
XINIWBX THICKNESS , B NO C RE THE MAXIMUM
:;.'.
' STONE DIAMETER, BUT IN NO CASE LESS THAN THAN 6'.

' NOT TO SCALE RIP-RAP PLACEMENT DETAIL

CE]
((
TrraN
A@ rr/%'P.ssievR NOTTOSWE
PNN na m N,,

I'LL
m :l=

um?m%..

.h"w
_

ed"? ..

M

STANDARD MANHOLE FRAME & COVER "mod a°'ci
HOT TO SALE

amervan rvao AT due ELECTRICAL RISER DIAGRAM
.< asd...noxu
?2:
r i ID Il. A.
raur?I? as A. ?,aa

,w4
?I
? a d a.? d. L?
?•• ada n

SrR

)Lxi AL Ins
rlLlIRIGAl, M
ASTER METER SERVICE POLE
DETAIL FOR TEMPOR
NOT TO =GALE
ARY LINERS
N,, W/ POWER SUPPLY TO FORCE
TEMPORARY BLOW-OFF ASSEMBLY
NOT TO SCALE MAIN METER

NOT TO SCALE
RtNRaxs
w,a«.
0 w..? ? aslD mNaws?n?is Aat?rw wa
'id ;

'^°01 / WK ° —sls,Nr27R- ^? -
-
oN a
oxim
,w- xens ao
F.e^- DICKSON
' rusTwrma
-
DFDNC Ole! +vr%ryas q °0 RED}R OYG
"?Fas? t JOHNSTON COUNTY E33
WATER LINE AND EROSION CONTROL
- WATER SUPPLY AND WASTEWATER COLLECTION DETAILS
FACILITIES TO SERVE MEADOW SCHOOL

1

0
A
V
la','I
I
g
9
'' ??? oooao
ERANE & COVER
Bret }-""aCW._,1 J Nw..wn
? rw?` lu
knP
PiAMF,,
STANDARD MANHOLE FRAME E COVER

d
MR E & COVER
? L9YE6.
LOCKABLE MANHOLE FRAME 4 COVER
TYPICAL SEWER SERVICE CONNECTION
?w:..5?"@`° I ?.ww, M SW=
/1-4 1
1`TJ °< nsN
` (u e?Wl
PUN - 'HIP SUB - _-
u n
!,??__._1nLlmutf?._1-dJl _ am. wm.
I?
STANDARD PRECAST
CONCRETE MANHOLE
e _ - rsoP>tc
SECTION
DOGHOUSE MANHOLE
TYPICAL SHALLOW MANHOLE OVER EXISTING PIPE
PLAN
TYPICAL MANHOLE INVERT
ENrtNIpN PIdN
XC?IH9.8
l f"-
L
A „'"'°°" sElo Pux
INRPIOP P ,•?^
WASTEWATER MAGNETIC
?.? FLOW METER
I.P JOINf MXNEC110N iYPICIL INCNO I
of edesul? wNU pule :?la't:'"
WITH illNp[ OOP d11I IO110N
?•?•? wW 411rtAxEH OMK IOfAt[O f011 MR
x ?o SN P,, NR ]IS 12
r WK
-ro° DICKSON A?a -
RT;"
"?>vn wEk u o -
KM90N5 Su ;
E 4-

N,
WPe WYIXG, axe E
CaNxDHIWO,N '6'
W? ao. ?? _hA
ro a- I
lou?rn?s wac°w.>) ema uNrrc
PIPE LAYING CONDITIONS
µD--TgE-
`PN EIN,?x1-1
E0'Sam
. n.r illu uum auvuoES m[ u?. n
x I?a.,wlu odP. To az IxaNxo wm eAV mu rw oumcna euw PNr,
STANDARD OUT5IDE DROP MANHOLE
STANDARD MANHOLE
DEPTH 6 FT OR GREATER
I T_
I
POLYPROPYLENE PLASTIC STEP
JOHNSTON COUNTY FORCE MAIN AND 33
WATER SUPPLY AND WASTEWATER COLLECTION ORAVrrY SEWER DETAILS
FACILITIES TO SERVE MEADOW SCHOOL 33
SECTION
FORCE MAIN - AIR VACUUM/PRE55URE
RELEASE VALVE IN MANHOLE
FORCE MAIN - 3" THRU 8" m
CONNECTION TO EX15TING MANHOLE
i
E
?I I
E

vvvvyv vv vi JvO `
AN.

aoo Rroua[xExrs ?°?? «o„

m ENILL BE OUCTILE IRO
uN,
U,
E

STANDARD AIR RELEASE MANHOLE

FIRE HYDRANT ASSEMBLY a°lAltTCl`l roAEX%"lxiA'7NEO.

MmE[,`E TBE WI-INED
I? PIPE MATERIA
-

9
FOR WATER MAIN
"? '°?"" L
,0.D9
El. Mt

z ms[aTE emu NET meum -1 OP F,w m ARE n u'[w -1 11 Ne°¢Nwc1m

ERTICAL BEND RODDING

u ?.v. -I- r
.1... ?`
d? xta ?T

i 3' i
°
'? ? III uy
/ fSR ?M UI uen

nwo ux s,
T
ugly aNawvT

" W?
AND BLOCKING DETAIL
roT o
_LR G??3 Sffl Z,a• -
. PLAN ®'
S 1'E
N.I. xlaE --I END vlEw
STORM SEWER CROSSING DETAILS
o MSa dK$ aEb6 SECTION VIEW NOT TC 944E
r -_- -- T avaura RRINEORCING
"

THRUST COLLAR INSTALLATION

=
.1 TO -E STANDARD CONCRETE ENCASEMENT
- Pr
Ida'
TIER ."?,.
a m

? ?w"r"K
IN- TEN.

ixrmnl¢raol w,xwv, ?m sxi, mlm
O

` x

h ARM M[iGIgv0.1

W / [NM Rod`

e vaI
Ax
`u rtsrox /
R,
pa 111T pA
rL 5=? ?Smrz mm ]. SPIDERS" MAY BE USED IN PLACE
OF SHIDS AND STMPPING.
iu rw

"?,LC«,.am
S oO EEEDUCTjLEPWATHH PUSITYJOENTS
E CARRIER .
r
FIRE FOR R PRPRESSURE. PIPE
WAT ATE R R & FORCE O MAIN, TO BE DUCE I LE
IRON WITH MECHANICAL JOINTS.
,m
m mw
?
. x. X w"nx
x
-: :..' SESLW
L
>m

_
prNigT" ' SRI 4ANS VIE

[ ?

I
STANDARD BORE ENCASEMENT

NOT .D -F
1" WATER SERVICE WITH
:.&,I?,t¢ iesanae
HYDRANT FEE
`PN I.'RSdY'.'°°' PLAN BENDS PLAN TEES W?p d R- Ns M QMCE
-

. FOR cee'
RPZ BACK FLOW PREVENTER
NOT TO SCALE
°?...

m m

.u

-
s

-

SECT IQNx-x PLAN &ELEV
BENDS & TEES PLUGS qV? ElERN8WO11 -TO-?NEV-,
ry? " 1.- rtR--C r?N ?

N BE A 4?-'Ii°Yr, ,ar w xncs mt
CCO
ID9. AN.
RCS
51 xfTEN D
3/4" & 1" WATER METER SERVICE DETAIL
ms

`OW°oa, m fO

??,+*
•0,n,

ME" M -xmn, a rwor..i. CONCRETE ELOC%ING?
EXIST. WATER MAIN a.?
?E

v Te'? w

TT
O_

R TAPPING SLEEVE WITH
TAPP N6 VALVE MECHANICAL JCE T CONNECTIONS
WI NALWBOX-_

VALVE MARKER DETAIL
?xS
W?.fa ?91?519'

VALVE AND VALVE BOX INSTALLATION

THRUST BLOCK DETAIL
NCTT- -NEW WATER MAIN

TAPPING SLEEVE & VALVE ASSEMBLY

IPE LAYING CONDITION NOT TO
540.[
NOT

AS." m.. .1"
RAU- N?, sa 06 LcEr'm ra Lex
" a95 DICKSON "`
wxs_crox
n?,? ? amn w
s?,.oro? P?
?? cavu
r ?°" LSS JOF149TON COUNTY L33
WATER SUPPLY AND WASTEWATER COLLECTION WATER LINE Ei0910N CONTROL
FACILITIES TO SERVE MEADOW SCHOOL ANDETAI
IM w AwvrLO (avA. "?q I arc
---H. TO
PA A-P
Pl-
1yRE IPDM P!PE
(CLASS 50 CEMENT LINED) IC-900 A SDK-211
MBM ALL 11"A TO lE wtt OR IV -10A 0 -.-
STANDARD WATER TAP DETAIL
R'S
E
i

RSA sECUm

O
31PB
2" WATER SERVICE WITH
RPZ BACK FLOW PREVENTER
HOT TO SCALE
in
A
s

? I

?av?xwuu mN+a

4" TANKER FILL ASSEMBLY
REVISIONS
I wM,
SECONDARY HIGHRAYS W PRIMARY fDGBWAY3 ue L}y3cfE_RAYENENI
DETAILS FOR CUTTING
AND REPLACING PAVEMENT
.1 TO -C
-zt ?---
EXTERIOR PLAN
I I
b?
I
0
)?? 'fll I ?I ? i?? I I ? ICI J' '1j1=
NOTE: USE THIS DETAIL FOR STORM DRAM CROSSINGS WHERE
15" MIN. VERTICAL CLEARANCE CANNOT BE MAINTAINED.
24", 36", 48" STORM DRAIN
PIPE CROSSING DETAIL
lep .CENT DNN iION
OF CAPSULE WALL PLATE
WITH f1ANCf iDpAUMIM
r.--.;}f-.-_ pant
mne L.•.?.
TYPICAL ANCHOR DETAIL
6" MASTER METER
VAULT
NOT TO SCALE
EXISTING DITCH
(ODIH vARIES)
11 A110N
ac.o o.T. cuss
B ERO§Ox
DCNiROL SNNE
?F
SECTION
NOR: WERE DIRECTED BY ENGINEER AND WERE SHOMV ON
PLANS A PIT MIN. 6'.V.12' DEEP SHALL BE INSTALLED
UPSTREAM OF CHECK DAM FOR SEOIMENT ACCUMULATION.
TEMPORARY STONE CHECK DAM
NOT TO EGALE
BOTTOM STAY ORES, CHOI ORE FABRIC
STRAND P
- 10 3" SPAGNG NVOD POST Mq MIN
CA.. TYP,_H ?M,N. 1R GA. FENCING STAPLES PER
TES
TO BE
=?B6 50 M? ETHILENE"YARN q U
SECTION A-A SSam?9?. C3?°'?"
mra -` i?
i
e
Ks ID PLAN
o" "N u,wai s""R wL ssaO-TEAWCW ?rr5
'l Itl
APPROWAS W,E
e
VVK I; -

roe" wa'I? ° DICKSON
«.. "ON _
ELEVATION
NOTES
1. ME CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND
CISPBS'NG OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER.
FILTER FABRIC SHALL BE REPLACED WEN IT HAS DETERIORATED TO SUCH
EXTENT THAT IT REDUCES ME EFFECTIANESS OF THE SILT FENCE.
2 FILTER FABRIC SHALL HAW A MINIMUM MNOLE STRENGTH 10 20% MAX,
ELORGATION) OF ]OPZ/LIN. IN, ORE FABRIC REWIRED.
S IF EXTRA STRENGTH FABRIC IS UTILZEO YIN TENSILE STRENGTH
50 Iba/UH N 0 MAX, 20% ELONOA W E FABRIC IS OPTICNAL,
MA%BAW POST SPACING • 6 FEET.
4. POSTS SHALL BE A" CIA PINE. 2" CIA. OAK OR 1,33 Ib/LF STEEL
UNLESS OTHEROSE APPROVED BY ENGINEER
5. ORIENT FABRIC SIDE OF FENCE TOWARD CONSTRUCTION ACT)WY.
TEMPORARY SILT FENCE
NOT TO SC
JOHNSTON COUNTY WATER LINE AND EROSION CONTROL
WATER SUPPLY AND WASTEWATER COLLECTION DETAILS
FACILITIES TO SERVE MEADOW SCHOOL E33
MANUAL AIR RELEASE VALVE ASSEMBLY
MOT 1. 1-1
°% iNTERIOR PLAN 0
__ sss "+
----.;--`"° ' "? `5 (? i WATER SUPPLY AND WASTEWATER COLLECTION 12' WATER MAIN -STA.121a 55 TO STA. 136+00 fl
--- DICKSDN ^„? 6' FORCE MAIN - STA. 121+55 TO STA. 136+00 33
- ?? "g(? FACILITIES TO SERVE MEADOW SCHOOL
REVSIC S 3NS Svrwyera
•..,n tlAWl.S gar

8 8 8 $ $ $ 8
M e Sc A & = P
R?
i N rill, 2 LEA?fAN?E ?/ /
1 CONSTRUCTION LIMITS
f ,
1 AT 20' OFF E/P
¢ I
?I ROUTE 6' FORCE MAIN
E UNDER 24 RCP
d INSTALL 295 LF 6' DIP 20 L F 6 D I.P.
" /r xRUOrui1 /? ` r 6° PVC FORCE E/P (MIN 1
EqC / MAINTAIN MIN, 12' I.LEARANCE
u _.,.,..,.
8
s s $ $ ?
ROUTE 12" WATERLINE AROUND EXISTING -
24° RCP AND REPAIR DITCH o
70 LF 12' DIP
4 12- 45 BENDS
30 LF JUTE MAT TEMPORARY LINER Y
0 -i
-AR
_ Z

t
1!
g?
i
g?
i
GRAPHIC SCALE CONTRACTOR SHALL FIELD VERIFY DEPTH
NONE AND 1ELLD OF ALL

LOCATION,
EXISTING UNDERGROUN UTILITIES PRIOR ,

-.,....._ _.... ._.
..._ '
_ _
_
_........ _ CCNSTR TION.
__.. __.. .... TO START OF
245
i 240

230
r Er151'I1% GROUND 230

zz7
2

-

- ---

---

--- -

c
e
226
mss
-
- - .
2 0
` .216
?. N°TaLL _'S Lf DIF
_... (? -R:E ice". !
E4 N,. C Hv:+
F: IT _ L F Y i F FGF 'It1
J I N r? ? J 24' RL? "_,YI F L
f11N C A.L i P?'?li_ -
_ Yi¢
S ¢E
210 _ .
IIN 4 C^'L2 L v
TAII, M. ,-CLER,-F _
1.210
i roe

_ :
_ 206
:
. ape
200

zw

136+00 137+00

138+00 138+00 140,00

141+00

142+00

143+00

144+00 145+00 148+00

147+00

140+00 148+00 150+00 7
ono_Rs
Ell
--
;., -x? 3z
G
o
bMS
T1a0a 10 p W x
WK x
¢A
DICKSON

JOHNSTON COUNTY
WATER SUPPLY AND WASTEWATER COLLECTION 12
12' WATER MAW -STA. 136+00 TO STA. 150+25
6' FORCE MAW - STA.136+00 TO STA.150+25 33
FACILITIES TO SERVE MEADOW SCHOOL
°'?/(111'liN5?F3
a

Y
4
4
is t11
r
y ?
71
\ .,
\-sTE NIGH POINT I ?.we\ o
\tt roa. 5 COVER o o
TV c?r In, 5
ER.
3 F ? 1
ia ?k .I2" X 6 +
ar ? 344.... EG ? _? a d?i•' .. ?'

OATF V
AND
2 LFX,?,,F- - _? - - - - - - - -- -----
3, I? f N.C. HWY. 50

am
eL si_ c-yNl

GRAPHIC SCALE NOTE,
CONTRACTOR SHALL FIELD VERIFY DEPTH,
LOCATION, SIZE, AND MATERIAL OF ALL
E15TING UNDERGROUND UTILITIES PRIOR

.
.
-
__ '-..... ....,
.__ .. TO START OF CON5TRUCTION.
..._..
249 _ __..
eee .
__
-:-1w sesrl __-_.__' -... _...-_ ..._.... _ _..._.. ........... .___,: .. ? -

_ - i
1
z0! -. ..: _.
11240
~ -_.. - a
235 µ
29E _
2@
_ _. . _.
f E' GHTf VhI `:F
f
?ate + ? L _ E%s I?G 6FOIi.?D __- - -.
--- LV
N
2901Ipw
?I} I

30 LE J l F -Al -F-AR- INER Ese
D

I
_ I _
mk l -- -- -.-- - _ _ 225
g m
ezs
QN
lZ I _ {
?
zz
-IU
1? I
- -_-- - -- - :- _ - = -
220
Y

e

= ELn[1TEN, PCIr P_Wa4 CLAN - ? 216

215
ae1 -N
_2 12 15
3f 21 I17 PFJJS L
I.AfL H'.GH EU VT -
I!_ 3 'COVER
-. - - - - ae

4
'. - _.. - -". .
IR
2101 :.I'R. Dl -C4 210
70 ?F6 ?Y _ _ - 1
a - 6" rt Y1 :Y BENp5
... :. toe
Yoe! .. 205
1 1 mYt. _. - _ {eos
E 2oa ____' ._ ._ __ ?. '..._ _.. -. ..,... :zoo
151+00 152+00 169+00 154+00 155+00 155+o0 157+00 158+00 150+00 180+00 161+00 182+00 183+00 184+00 185+00
RENSIONS
?7 ?°°

7
i
jnEle>,-e
5 WK
-
ngMaero DICKSONa R -
wm
Ypep Plennen
Surn,ws m?e?ie', sm -
JOHNSTON COUNTY 12' WATER MAN - STA. 150+25 TO STA. 165+20 13
WATER SUPPLY AND WASTEWATER COLLECTION 6' FORCE MAN - STA. 150+25 TO STA 165+20 33
FACILITIES TO SERVE MEADOW SCHOOL

NOTE.
GRAPHIC SCALE CONTRACTOR 514ALL FIELD VERIFY DEPTN,
LOCATION, , SIZE, AND MATERIAL OF ALL
M5TING UTILITIES PRIOR
TO
TO START OF OF CONSTRUCTION.
245 - _._ _._. ._.. _..._ ,..._ ..... _ ...._ ....__ _ ....245
-sy

888
gry' . - - _
__ D.l Il:c, GROLNa

/

TA
t'3+W -
/ pr'EES kF RE?£ASE
? k V _ _
290 r?N [OJEk / I'D
VALVE I'D nA41+a E 280
'
E9? - t E 1-1 iF_iYARARY t NFF
1 _ ? '0 1 J..

_ T
Z r
Pza

n'
_ 4 z
I A
_ . C? 7
IN

220 -
f
, r u? '.220
aP r
? 1 -
t I I1 -
f _ ` -
219 `\ _. 1 - '. - n*I A CGJER ,
^
'
"
? 4 v9
1
816E Q

1 ., InSTnL? a? ..' 6 G? AIN
6
1
JG FDRLE ? PU
2tfi
216 1 1
' _. _.. Efa
214 22 !/'1' BETtDS? 21 !Y I3EM1
GS -
80.1--1 r-L tIA.1 AW)UAD
A- -AIR ir-

__

11210
210

i

i 205 I 205

2w

?g
9 168+00 167+00 168+00 188+00 170+00 171+00 172+00 173+00
+00 175+00
174
178+00 177+00 178+00
RENSIONS
^ aurml. x??c n¢sos5
WK

wmn m¢Imt
OICKSON w ??R
-
J/m¢ Plen^^re ^tq m
Surveyor - -
JOHNSTON COUNTY
WATER SUPPLY AND WASTEWATER COLLECTION 12' WATER MAIN -STA. 185+20 TO SiA 178+05
FAaLR1ES TOFlYE MEADOW SCHOOL 8' FORCE MAIN - STA. 18520 TO STA 178+OS lf?
4
a

? V g? ? C! ar ? ts?4 "A1 d• x?F«, 2 to x r
1 ?
a
N?.
g Ia
x, t L
it m Nvc wnTEPL rvr. -
k1 i. a CAI-. I. !: E AROUND E-TING -
BURIED PIPE AND REPAIR D1TCN
v
}? rv 00 LF 12 pIP ?12 % 6'
SO TfE`L : '
4 - 11' 0 Y I!P BENDS rIN A. CWER \
LF JUTE MAT TEMPORARY. LINER ti n$SEM13L
t io 7'%6'TEE4
v.14. ASSEMBLY J.
0
"n. xo. mwrr?w oerz
aL4RI0N5
afln?
WK -
- -
? A
m DICKSON
?
- i?sefr s..Knr" qua u tt
QHCaBO(iy%:
:?°cszu a JOHNSTON COUNTY L33
12' WATER MAIN -STA.178+05 TO STA. 192+00
WATER SUPPLY AND WASTEWATER COLLECTION fi" FORCE MAIN -STA.17B+05 TO STA. 192+00
FACILITIES TO SERVE MEADOW SCHOOL .....aWn A,.e
r
4

1

GRAPHIC SCALE NOTE,
CONTRACTOR SHALL FIELD VERIFY DEPTH,
-IX TICN, SIZE, AND MATERIAL OF ALL
EY15TING UNDERGROUND UTILITIES PRIOR
TO START OF CONSTRUCTION.

! 225
F

l z
01
220
_ J fl
0
r a IALVE
I
g sle \\ y _ _ ri•ACUU 1 n6
n6
HOLLY Of VEE CMIIBCH
fD
ERs w, euomro a 4s?R e ua
- VALVE AN MA _, -
211
n2r -- .
r
\ BA 183
..
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ep \1
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1m $FLLI F 5 fn 'EJ 1B6
1.6 D-R -,AN NU nIIH
TC 24'
IM
W
l I-F P MD
Lk . _...
Im
In
In ,2EP
il? PAVE-l
ao I F.awrrl?ur uEvn h .
_. _
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g 1661 ' Im
_. .

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teo _-

' -
.
....
+
??? - - !m
80+00
81+00 82+00 83
+00 +00
84+00 85+00 88+00 87+00 88+00 88+00 90+00 91+00 92 89+00 94+00
? ? P
fE11LBN5

"'° WK

? 6nBIneM DICKSON
Plennen A?,1m1N'G
???
_?
1/ZZ Svmyon m,mekx utwuP
JOHNSTON COUNTY 12' WATER MAIN - STA. 79+55 TO STA. 94+25 L
WATER SUPPLY AND WASTEWATER COLLECTION 6' FORCE MAIN - STA. 79+55 TO STA. 94+25
FACILITIES TO SERVE MEADOW SCHOOL
i

.0

•

? t s a s a § ? ® a ? ? s

R 1, ?; ?
I
x ??
k
?
I ?
{ a .fix

1
v' R? I r

Y
S.

1? ! 8

GRAPHIC SCALE NOTE
CONTRACTOR SHALL FIELD VERIFY DEPTH,
LOCATION, SITE, AND MATERIAL OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR
TO START OF CONSTRUCTION.
285 s
290t
TL_.:
-1
? kP, I P2P

k;
-
$ 225 -. ... _.. 225

a7 - m

nu SL
220

a
-
LesrlN ?ccuNO
_
_ 71
L ke
L
a.

h
0
as -.

216 ? -
_ _

10e
?U
-
L u'E rTnT n z,K L>Ikl, -_ -
_ _ ?
?
G
2.
Ly
CCJER
(i ("I' 5
G 210

6' WC FORCE MAR! ?
205
1

2
6
-& L -T- LE t; U N ?

Kl /
200
.200

ti 11^ 1 -RCU E G FORCE MAIV ARLUVO Ex IS
Ei - Ik
195
_
IUtL - 2A RCP M1 R FAIR DITCH
- ..
LP
ik 'oS ?-I_
EMI b IF I!Y EEfi?
?
tk
IDOL! ,
'IBO
2 85+00 88+00 97+00 90+00 99+00 100+OU 101+00 f02+00 103+00 104+00 105+00 108+00 107+00
kv. xo. uxxvnax
FEV151IXI5
INK ?qa 1wi
W K P«o w w-
?P , m,_mH a

l/mR
Survepn R-D
WATER SUPPLY AND WASTEWATER COLLECTION 12' WATER MAIN - STA. 94+25 TO STA. 107+05 9
JOHNSTON COUNTY ?" ? Englnare OICKSON ??4? ???
FACILITIES TO SERVE MEADOW SCHOOL 6' FORCE MAIN STA. 94+25 TO STA. 107+05 33
i'
V A\? 16?6TEELA ENCASEMENTVWITHTRO KNE55) 'ETA 2150
6" DUCTILE IRON CARRIER PIPE / I AIR VACUUM /
UNDER 5.R. 10.75 -L-S, URE RELEASE
W6 TEL J V A.?E AND MANHOLE
11 PVC FORCE MAIN E Y I _ 1
4-1 GATE VALVE 22 I/T BENDS (4)
AND I 6 o +y r--
-'
vi LF ALT F a'
N avs-
0 o Az {? ra Lh4 DP Itl t vP ( ) yl?, I
C IT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Q ?. .. .? .?. m Z
N.C. HUVY 50 N,
o
----
n 1----------------------------- _
------
v3•rg?/, k'k??l"V ? Cn* ?S?E?11; yA.-: a ? 1 '1'?` ? . ?,? ? '?
I A.
{ rz
.? ? br`} Esat B$ ? 1F ? .r. ,ui F ? sQ"et ?
1 ? 1 ?n ,v E n ac11 'm ?' _- L
_?P arRSRfah _. t ,
t?
p "
NOTIE-
y GRAPHIC SCALE CONTRACTOR SHALL FIELD VERIFY DEPTH,
LOCATION SIZE, AND UTILITIES OF ALL
EXISTING T UNDERC D UTILI
TIES PRIOR
TO START OF CUNS TRU TRULTIGN.
2Wr T- 235
aR
?? _. .. 1290
S zRB! __ - _ Fa ST I.G LkGUNC 3 179
M G TL VA.JL / VAC JM iPd
per. ANA CO,Z VF£VFU2 RELEASE pp
.? MGE fOLF 1 1 ?
D
225 1 1 -WOCb X-ROADS ?
SFL
YP% Z
1 eam'cs.'.a?v-_ ._ m I PL
I
-MW. E IF"I`1EF '`' alb
zt9 ?.? ?? ?rr. E ?;Ee IRSTA? 'a .F 6 DIP Iii
1 (.. -? m
PvG FGRrE 1 AN n a8
X21 12' BEVNS-
al T 1 BN
6 ?°E 'I?-eafr 3 LAa a. =Ip L C .Fas) _ - _ eoB
STCF F USPI'IEN' r, f 1. LF
_6' DU.T .E IRLNJCAR2. EP, 'P_ - ''.. - -'I Bm
205 _ i ? - ? aN
&1 . 200
200
IMi
IBS - IBS
Q - i' l01
i7 i i IN JI Ib
41
180
MAO 10.... 8+00 I08+00 110+00 111+00 112+00 113+00 114+00 115+00 118t00 117+00 1I8+00 119,00 120+00 121+00
WK r, as x155
JOHNSTON COUNTY 12' WATER MAIN - STA. 107+05 TO SfA.121+55 f33
WATER SUPPLY AND WASTEWATER COLLECTION
DICKSON FORCE MAIN - STA. 107+05 TO STA 121+55
?B- - ?_„„• 1?F. FACILmES TO SERVE MEADOW SCHOOL
9[esilws Troy' s?w. „„B,r xl; R••'
a
-SIGNS

%A,g
VVK
E^ ^- DICKSON
z,,
JOHNSTON COUNTY 12' WATER MAIN - STA. 192+00 TO STA. 206+10 16
WATER SUPPLY AND WASTEWATER COLLECTION 6' FORCE MAIN STA. 182+00 TO STA. 206+10
FACILITIES TO SERVE MEADOW SCHOOL 33
? n n n F
A
? 9 - ; ?Y{FfN
? Y1 _
V

.

>f 'I

a r ' ?i lt+ 1

? x

r;`v„?*4 i.c

"' ...
r e
J.,y? .ra Vds
?
' tk 1F k?
ria \ ?A P" N

GRAPHIC SCALE NOTE
CONTRACTOR SHALL FIELD VERIFY DEPTH,
LOCATION, SIZE, AND I'IATERIALOF ALL

UNDERGROUND UTILITIES PRIOR
EXISTING
TO START OF CONSTRUCTION.
245 .... _........._ ... ...;_.:245

2401 1240

23
295 -. .. . .
x296
asp _ - _.. - - _.
L.:IST N, vc
of _ zat

280 . x7 LF JUTE f'-,
.F'POR{2Y IJNEP \
230

22 t ` ? 225
-... -.-I- r r sss
Pu - _ - ? T
h
6
220 w - -

- .-! I I

- - - -
220
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Pa z ? t:,P
S < _
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P
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r l
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¢

210

zas

sw
t- N.'.f

N sv.
< . - rtt ILL _n'.G_
--IN T-, . 1, LF 6' PIP
f2lUT_ L H _
F 1 aF !L Ef ST NGJ

er ea + v .iT
o ZIO

'poo

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I
zm
Fa -
4 1' ) I L
Mil.
._? .-
.. _ _ Izor
r
205
? - _.. .. - i205
ma

m ?
YJ1 ?1
200 ?

.. _
_
. _. _

.. -. _., tot

-200
8 207+00 200+00 209+00 210+00 211+00 212+00 212'+00 ?14+00 216+00 216+00 217+00 218+00 219+00 220+00
KEPIL-0 MEK eKOSVx w wml
c n nm
RFNSIONS

- - -
pow
/ DPN«re DICKSON
Plannersolli
Sureelwe IONS _
0'. WATER SUPPLYA ND WASTEWATER COLLECTION 12m WATER MAIN - STA. 206+10 TO STA. 220+45
6' FORCE MAIN STA. 206+10 TO 3TA 220+45 L
33
a FACLmES TO SERVE MEADOW SCHOOL

5
gb
k
5
g?
iI I
568
NOTE-
GRAPHIC SCALE LOCATION' SIZE ALNDFMATERIAL OF ALL N
EX15TING UNDERGR ND UTILITIES PRIOR
-??}L TO START OF CONSTRUCTION
246
-(01 lRS}? ? I r
IN,
2401
sw ,..
?. _. ...... 240
_. .sae
236
tol
_ ni
_
l .

290 1290
r ... :... ?. i?

,

226 N
N `--... iD
225
-
_ _____
na

220 220
1

_. ae

216
214 Q
_ _ ? rcR?e nuN _ m?Tnr s Lr- c ?a
_ G _ `. _.
_ ... - .216
at
L
CODER
2101.- _ _... _.. :. ., _. 210
j 205
208. sot

?
___ _.... ?_._ . __ i
.. -.. ... 200
221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00
0EV019
t
me .
MJ/Mw
- ?/se _ s
W K s.rtx
•11 u+nwus _
?
?a
- ?
T
7 D lee. DICK80N
PNnnerx
sxrveyms a?°il; "Ea`
-
,,??p^^IN t0.401?
f?Ose w

to ,,
t?'J?r

JOHNSTON COUNTY
WATER SUPPLY AND WASTEWATER COLLECTION

FACILITIES TO SERVE MEADOW SCHOOL

12x WATER MAIN - STA. 220+45 TO STA. 233+15

6' FORCE MAW -STA. 220+45 TO STA 233+15

19

33

19
W K JOHNSTON COUNTY 12' WATER MAIN - STA. 233+15 TO STA. 246+95
WATER SUPPLY AND WASTEWATER COLLECTION 6' FORCE MAIN STA. 233+15 TO STA. ?A6+95
DICKSON 2 g FACILITIES TO SERVE MEADOW SCHOOL
RENSpNS AAaa: .yB2 9mxyxa k^, )?`^• 5+°8
„ eawx.,
J 6? 4'1 6

?gg
!
GRAPHIC SCALE
1
FMA m,
' ?rsF-t uu?,r??z?1c6 ? ?( t a
NOTE-
CONTRACT OR SHALL FIELD VERIFY OO ST SIZE, AND MATERIAL C OF ALL
LL
T
EXISTING UNDERGROUND UTILITIE5 PRIOR
TO START ART OF CONSTRULiION
245.. -... ... I... - _ _. ..,,245
L. 214
241 '.. _ ?PII
240:... _ - :. 240
z9°. BEASLEY ROAD
-
2w SR 1105 - _F -UTE ^'r TE f c,.?r Ln E: : -
PY p _ '.-Lr _UFE SAT TEMF'-l,E,` L'f,ERS _
23D -

1 -
er ` 1 I 1
220
I
11 ?
'III

z? ?

t? LF-
f
_?- t E I P: I P +oe;,hT U; I ? ©E ros- ?
'
'

_ Ft _?' E
1
_. F

215
1 4l,[7 sET-R cT 4
R,
-F
,
GTi;'..L tF. lr , V
u6' PVC FORCE MAIN
I - E.4
A
- _
9 COVER
MIN
FS 1 l 5ElI[5 _ ACP_n lC PEP R I.iCU
__ ""'TALLw LFn C1: - .

210!
__

2a Ell
T F T P E`ME?T 7
..
_ l 1 ill LF I A TFEM:H NIDSVI
A:.ik_L
eoei pLF- 'l0 tF E,'3 IfG PAIEMENT
2055- (S_E OFF':_ -TJ
"! 285
214
29]
N 1 2Q1
m us
1 I- ?
Zm
U'
?_ ae
211
-I, az
w
210
EoP
205
n _ _ 202
2mL zan
2pp _ _
+oo zsz+o9
247+00 248+00 249+00 260+00 2b1+00 252+00 253+00 254+ L 255+00 268+00 267+00 258+00 258+00 260+00 101
ADDED -T-11 Ll ITS
RENSONS
;
W K a1 ?' -
iAa )-
h
' =

/e0 P
y
one'
Somyon :ro?e,R
A _
JOHNSTON COUNTY 12' WATER MAIN - STA. 248+95 TO STA. 262+10 20
(4?Y` WATER SUPPLY AND WASTEWATER COLLECTION 6' FORCE MAIN - STA. 246+95 TO STA, 262+10
,IE :? FACILITIES TO SERVE MEADOW SCHOOL
&?
S
y?
6
7
?, i
E
??8

GRAPHIC SCALE NOTEi
CONTRACTOR SW+LL FIELD VERIFf DEPTH,
' LOCATION, SIZE, AND MTEPoAL OF ALL
f%ISTING UNDERGRWND UTILITIES PRIOR
TO START GF CIXSTRUCTION.
E0.5
?
??__

_..
`?-;vet'+-y0 n
_._ __..__
_-
_ .._
-_...__ _...
_:__
___ _....
.. __ ?_._

_ ___ _. ._` _ __...

._ ... I_ _:. _ _ _ _
' ?j q?

_._ ._.. _
1 Eu
zn•
240 :, ',
'. ..
? ... ?.. to
?I_ ?',,&0
_ -?,' xae
?i?
296 ? D _. ¢u
? D:',TI\, C,PfJ1ND _ .... Vj".I. _.; EY
2
?
?. _:. _. _ / _ ? ??-:iIIF Mn T_i'IPORAR??INER... , r.. _. ?
P
'
? i !
-- ? ., 290
`"; z

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-- ?
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er:
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IR t 1TUf ' -

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e

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E 1
1
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? __ ? .:- -
\ h¢
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rla.
_. _
b+ L _ _ _ f INSTALL 10 _K b" OIP- HFJC3
rr<
7i _.
?2-]/2 BENpS x11
v ? -
`
'
" _
? \

216
E _
- P
IN57 LL IC _
?
O
CLN f R 0 T eC' ih \t AIL Ni-
I EaIER
-
- -
, I .215
_ _ ._ _ '. ?4
nx` ? - i^.NnTnn rnV 3'?COVhE - - -
?
- 01TE 6',f0?2CE MIN {TRWNO IXISTING_ :
F ? 0' RCa AND REPAIR OI?CCH ?. , Y,x

vv ?F 6' bIP J
'
211.. i ?
: '. ?.... c ?
I I`!. 2' COVET i _.
__ - _ 210

?

?
_._.
__ _,__,

?', . ?

..... i :! 205
205 ..
?
2
_'_. ._ ..
_.?. .. ' ?
. .. :.;200
00 283+00 284+00 265+00 288+00 267+00 260+00 288+00 270+00 27t+00 272+00 279+00 274+00 270100 278+00
0EN9W9
„«?, gym„ 1w ml?""T"swrz°? oarz
WK
"
-
vb ? DICKSON "
mom
done
X
4
-
!/Ol k
&
9,rnyors -
WATER SUPPLY AHND WOA3TEWATER COLLECTION ?? WATER MAIN -STA. 262+10 TO STA. 276+60 ?
FACILtiIES TO SERVE N?ADOW SCHOOL 6' FORCE MAIN - 3TA. 282+10 TO STA. 276+60 ?
3
8
a
6
b3
fi
g7
q•
it
AE slI s
wm?, K x ae .aus _
- -
? '
d

Sio.Pxc
3/9Bq Plannxa
y
yW ?
SuMN*'s _? -
JOHNSTON COUNTY
WATER SUPPLY AND WASTEWATER COLLECTION 12' WATER MAIN - STA. 276+60 TO STA. 290+60
6' FORCE MAIN - STA. 276+60 TO STA 290+60 22
33

FACILITIES TO SERVE MEADOW SCHOOL DICKSON flo»? -
S
y?
i
gg?
Y* i
5 8
GRAPHIC SCALE 205 - -
a -.
' 1 -
'tl E Tens <.N,

°G?
__ T SDC Ck
CMYY 50
1
200
F
S
.. y( BE`C ?.I&EI P-_YL LF
KC MHf
gsr I
r ;
REE
R
TE i
i
E ELr
I
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T IRON
ffi` --
A hE
IF
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tb F3'nE 4 I {
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n U,?cscr
vA - I 195 @ CR. ``-J SLMGIT I
FJJ
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he _ V
5 L
D
_
', r.ARk EH ilC Llt'C
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sB - I -F'?-

6 A PJC FCBKE MAIN / NOTE, `
' CONTRACTOR SHALL FIELD VERIFT DEPTH,

11' ? PVC MTER MIN
// ??!
)
f
1. V ()( IV 0 TE
(2) LOCATION, SIZE AND MATERIAL OF ALL

/I
?Y?y;?y ?/Y+/??
/!, //s // / ?' NG
UNDERGROLND TTILITIES PRIOR

GE
MAIN I
FA
F
DR
WATER
WATER LINE WER

?yl

TO 10 START OF OF CONSTRUCTION.
R
INTINT
15' TE
MIN.
MAINTAIN
- ?
6

A 0 CAT
8D%
VE
1
E
EEA
F
4' B W O
µ
t
6' 0Te
'
(
RARf HATER L NE WER FCRLE MIN
MAINTAIN NIN IB' CIEARANCF 9!
,_. 1
R

1 1ATR FORCE
WSE I N
MIN LINE -E0.CE MIN
B?CLEARANCE
MMTA
E 220

8
0

GRAVEL

-
-VE
4' DEPTH C.A.
FBC _
E
?,IBLE 4AT
W PADLCCR

B
4' V FQ2CE MM?! 1
St ?
Rle
...
21
6 AT_ i L.E ..nom FD"

„ ee, SERVHEAD GNi TN
I

A
a
99
- 199 -
6C0+00
EU+
00 502+oo
1. 6' DIR FORCE MIN
N9
bRRr jMD
'
?J T- TER B
9Q D
?-
9'A'l anrMN M9HTREATTfR I
O
2mo - , ?> - (
NEETJ
'
wads Q 2' LINE 2
B

20x1

W

1

ins RD, 6' NASiER METER YALLT .1D iEn Irt ti H^, V >?

ROA
INCLUDES PIPE TT % ACCE55
FENCE, D SEC RTT
KDENT 1 YA.SLPffi
nu
FOR A
Tf AND OPERAB TM'
? e ° IP,E NELESSy
I
?
-
205

206
.. l I

1
$A1C4 - INC
E 12' X
TEE No I
' ?PW arrwmr
Ps
• BEjI
2
2 WEVALV
P
9
•;
?

BA
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... )1
s
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Y
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AL
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BBB
\ a
( SEf
HE
ET)
DFTA
9
5ART
AND
N
FA
L I i. tpE

'- CEF F?
r

1 FDR A - E'TE AND GPMABLE SYSTBI, 2' 9a BEND
1 6' WATER MASTER METER AND
ES AND 4' GATE VALVE
'
'

ID1
nl
x99 - 1
N,N klri z LEA,o.; P ^. rr 114 .
ENCWSIONS INCLUDE 6
N 4
TE
V WASTEWATER MASTER METER
20a
1 ti l„DER ,
OCN&T•27

a
196 :.195

.,Et ,ePAla`E PROFILE
? - I II 190

_ i
"I
185
_
'.
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WATER SUPPLY AND WASTEWATER COLLECTIONS 6B FORCE MAIN - STA. 290+60 TO STA. 304+40 33
FACILITIES TO SERVE MEADOW SCHOOL J
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FACILITIES TO SERVE MEADOW SCHOOL . . ?

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FACILRIES TO SERVE MEADOW SCHOOL

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CONTRACTOR SHALL FIELD VERIFY DEPTH,
LOCATION, SIZE, AND MATERIAL OF ALL
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TO START OF CONSTRVOTICN
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FENSICNS

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WATER SUPPLY AND WASTEWATER COLLEC
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341+40
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WATER SUPPLY AND WASTEWATER COLLECTION
yy10 FACILITIES TO SERVE MEADOW SCHOOL
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NOTE, PLAN AND PROFILE OF 6' FORCE MAIN ALONG N.C. HWY. 50 ARE ON SHEET 26 now r. rcaue.r
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IB' CLEARANCE r \ I ? L EXISTING INV. OUT . 222A0
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25 PERMANENT UTILITY PERMANENT
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WATER SUPPLY AND WASTEWATER COLLECTION 6' FORCE MAIN - STA. 341+40 TO STA. 351+76
FACILITIES TO SERVE MEADOW SCHOOL 33
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FACILITIES TO SERVE MEADOW SCHOOL SITE AND DETAILS E33