20071370 Ver 1_401 Application_20070807

~~

301 South McDowell Street, Suite 512
Charlotte, North Carolina 28204
tel: [phone]
fax: [phone]
August 9, 2007
Ms. Cyndi Karoly
North Carolina Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
~° a `
___ .
07-370
Subject: Union County Public Works
Union County, North Carolina East Side Sewer System Improvements
Pre-Construction Notification for Nationwide 12/GC 3374
CDM Project No. 28600-54835
Dear Ms. Karoly,
Union County Public Works proposes to improve the Union County East Side sewer system
in order to provide sufficient infrastructure to convey existing wastewater flows and
minimize sewer surcharging and overflows. The project consists of constructing
approximately 15,000 linear feet of 12-inch sewer force main, 23,000 linear feet of 16-inch
sewer force main and updating three pump stations. The proposed force main begins at
Union County's Pump Station No. 3 off NC Hwy 205 near Marshville, and then runs along
the shoulders of NC Hwy 205, Thomas Helms Road, Ansonville Road, and Monroe-
Ansonville Road. The force main ends at the City of Monroe Wastewater Treatment Plant
located at 775 Treeway Drive. Ray's Fork and Meadow's Branch will be temporarily impacted
by installation of the sewer force main. No wetlands will be impacted by this project.
Please find enclosed seven copies of the Pre-Construction Notification Application for the
project and a check in the amount of $200 for the permit fee. If you have any questions, please
contact me at [phone].
Very truly yours,
Laurin Kennedy, P.E.
Camp Dresser & McKee ~, ,~ ~~ ~ 0 'Z-p~ ~
c: Mark Tye, UCPW (w/attachments) ~~~~~~ -'~''~°~„°~ ;~~-~~'~ AhCH
Christie Putnam, UCPW (w/o attachments) ~rYF~~.At~~SR':~;~,,,~Fn
File 310 (w/attachments)
consulting • engineering • construction • operations

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~ 7- 1 3 7
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
~ P.~ID
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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12/GC 3374
3. 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. 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), c .~ ~~~~ ~
II. Applicant Information ~'~ ~+ ~~`~
~,~~r ~ c zooi
Owner/Applicant Information ~~~~,~ _ i^~f~.r.~W ~~`.~r ~~r.~,
Name: Christie L. Putnam, P.E. N~Tl.1NC~~'• p~..~p `~T~~pA'-.'~''!s ~t? ~w~ncw
Mailing Address: 500 N. Main St. Suite 500
28112-4730
Telephone Number: [phone] Fax Number: 704-296-4232
E-mail Address: [e-mail]
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: Laurin Kennedy, P.E.,
Company Affiliation: CDM
Mailing Address: 301 S. McDowell St., Suite 512
Charlotte. NC 28204
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 13

III. Project Information
5
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: Union County, North Carolina East Side Sewer System Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Union County Nearest Town: City of Monroe, NC
Subdivision name (include phase/lot number): N/A (linear project)
Directions to site (include road numbers/names, landmarks, etc.): The proposed force main
begins at the City of Monroe Wastewater Treatment Facility (WWTF) located at 775
Treeway Drive and then runs along the shoulders of Monroe-Ansonville Rd, Ansonville Rd,
Thomas Helms Rd, and NC Hwy 205. It ends at Pump Station No. 3 off NC Hwy 205 near
Marshville.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34° 59' S5" °N 80° 28' 34"
(Stream Crossing No• 1)
Decimal Degrees (6 digits minimum): 35° 0' 20" °N 80° 26' 49"
(Stream Crossing No. 2)
6. Property size (acres): The Union County force main project involves the installation of
approximately 23,000 lineal feet of 16-inch and 15,000 lineal feet of 12-inch force main.
7. Name of nearest receiving body of water: Ray's Fork and Meadow's Branch
8. River Basin: Yadkin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:J/h2o.enr.state.nc.us/admin/maps/.)
°W
°W
Page 6 of 13

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project site consists primarily of residential and light
industrial land uses.
10. Describe the overall project in detail, including the type of equipment to be used: The Union
County East Side Sewer System Improvements project consists of approximately 15,000
lineal feet of 12-inch sewer force main that will parallel the existing 12-inch force main. The
12-inch force main will run from Pump Station No. 3 to the existing force main-to- rg avitX
sewer transition point. Approximately 23,000 lineal feet of 16-inch sewer force main will
convey the combined flow downstream to the City of Monroe WWTP. The Pumps will be
replaced at Pump Stations No. 2 and 3. Construction equipment will include track hoes,
trucks, paving equipment and other trenching and excavation equipment.
11. Explain the purpose of the proposed work: The Union County East Side Sewer System
Improvements project is needed to increase capacity in the existing sewer system to
minimize system surcharging and overflows. No new service area is being added as part of
this project and no service connections will be allowed based on this project.
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 USAGE 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. No 401/404 permits have been previously requested or issued for this
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.
This permit represents the overall Union County East Side Sewer System Improvements project.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
Page 7 of 13

permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
1. Provide a written description of the proposed impacts: The proposed impacts include the
installation of the sewer main across Ray's Fork and Meadow's Branch at two locations. No
wetlands are impacted b~project.
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A - 0 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multivly length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
Excavation, Installation
1 Ray's Fork of the sewer pipe, perennial 16 ft 20 ft 0.0073
restoration of original
banks
Excavation, Installation
2 Meadow's of the sewer pipe, perennial 19 ft 20 ft 0
0087
Branch restoration of original .
banks
Page 8 of 13

Total Stream Impact (by length and acreage) I 40 I 0.016
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.016 (temporary impact)
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.016 (temporary impact)
Total Stream Impact (linear feet): 40 (temporary impact)
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Page 9 of 13

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. The sewer was desi ng_ed to
cross streams at near-perpendicular angles. After construction, disturbed stream banks will be
restored to their original contours. Rip rap will be placed below the high water mark and stream
banks above the high water mark will be re-vegetated with woody plantings.
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. 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.
Disturbed stream banks shall be restored to their original contours and all pipelines shall be
installed in compliance with the Nationwide No. 12 conditions. Stream banks above the high
water mark will be re-vegetated.
Page 10 of 13

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five 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
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. 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
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water ^Supply Bu®r Requirements), or other (please
identify )? Yes No
Page 11 of 13

2. If "yes", 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

Miti ation
1 N/A 3 (2 for Catawba)
2 1.5
Total
* Gone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20°Io, please provide calculations
demonstrating total proposed impervious level. N/A -The project will not affect impervious area
because the entire sewer will be installed underground and beneath stream beds. No impervious
area will be added as part of this project. Pavement on existing roads or parking lots that are
damaged during construction will be repaired to original condition.
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.
No new wastewater flows will be ;venerated from the proposed proiect. Flow will be conveyed by
this sewer force main and the existing collection system to the City of Monroe WWTP where it
will be treated and discharged.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
Page 12 of 13

12. If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance
with the most recent North Carolina Division of Water Quality policy posted on our website
at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This project will not expand the existing wastewater treatment service area. This project will
maximize the capacity of the existing system, address the continued delivery of Pil rims
Pride wastewater to the City of Monroe WWTP, and therefore, to the extent possible,
maximize the County's allocation to the City of Monroe's WWTP.
XV. 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).
- -- -
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

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~~ ~~' ~. ~~ ~~ ;~ .-' i CD- SIk.T FENCE f ~~
~ I ~ t ~~ ( i ,~ r'
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,.
kf 1fr
~ ~ ~~la `} ~ 1 /
,~ ~ ~
/ i i'"~
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~ ,,, -' ; ~~~'~ ~r~ ~''~ ~ ~~', i'~ 1 „ = 20'
r ~ `~tl ~ ;
~ 10 0 20 o nis
J
Camp Dresser&McKee UNION COUNTY PUBLIC WORKS SHEEP
301 South McDowell Street, Suite 512 N0.
Charlotte, NC 28204 UNION COUNTY, NORTH CAROLINA ING N0.2
Tel: [phone] STREAM CROSS
consulting•engineering•construction•operations EAST SIDE SEWER SYSTEM IMPROVEMENTS DATE $/9/0~ C-8

t
1
FOR
RP RAP ORtwll
DETAIL A
Nar m scWE vAtBFs
FlLTFR FABRIC
UNDER RIP-RAP
COMPACTED ENTM FLL~ .. _, ,,y~
8'
TEMPOWIRI' OIVERSI011 OROH
DETAIL B
NOT m snuE C-5
CLASS 1 OR B
EROSION CONTROL
STOH~
FLOW
.~
RTER FABRIC
SECTION A-A
~iK
DETAIL C
NDT m SCME c-s
i STAI(INC OF SILIO' DOGWOOD
AIGr NORn,
tt~
w
I/lK1Q
' O.C.EW. (IYP)
OF BANK
v~'lh 1 !.
B STONE
EVFL STONE
NoTe
IF USNG YgVEN CON
FlBER MAT, INSTALL
LONG STRAW MULCH
BENNEATH NAT.
~' uvE arnNc
t~ANT) -
say PROTECnarl
FABRIC TYPES
a Tpe 4 Cak
b T,p 7 Cot
a c~SSO'~
INSTALL WOVEN COIR FNER NAT
r OVER SEED PER SEEDNIG SCHEDULE
\• ~ -
^P
r
..: / ESTABLISHED PLANT sNOwN
f// pILY
INSTALL SN1T Y % 4' % 30'
DEAD STOUT STAKES PER SPEC8ICARONS
OR STN~IE PER NANLFACTURFRS REWBENENTS
FLANTNO m ToP
~, OF R TYP.
- "J4SBNv' ~
fAOUNP ~.
LIVE SfA10: (NI EARM)
DETAIL G
Nor m scuE
TABLE 1 - FIORIZONGL BENDS TN3lE 3 - VN.V6
LENCM OF RESIRANED JONf PIPE LENGTH OF RESIIWNED JOINT PIPE
FIFlNG (~ ('a) FIDING (FEEQ ('R~
i2' PPE 18' PIPE 12' PIPE 18' PIPE
11.25 4 5 GATE VN.VE 108 15B
22.5 8 10
IS 17 21 TABLE 4 - WWS
aT 3B 4B

TABLE 2 - VFRTIGL BENDS
FTIRNC LENGTH OF RESTRNNED JOIM PIPE
(~ CRS
1B' PIPE
UPPER BEND IDWQi BEND
11.25 14 5
22S 28 10
45 87 21
~ `DRCN 4' FROM mP OF
2
_(~ I'1
p I
_
r • ,.. ~r SRtFAN BW(m a1£Rf
,
} ,
WATER AWAY FROM
~
M11
RESTORED AREA
Y
4
W1 y
. } l
~~ ~
WOVEN COIR FlBER MAT
OFF
F B' ~ (SEEDED PER SPECIFIGTIOIIS)

h+
1 NORMAL
~ GEOTEI(ILLE FABRIC
MFAFl lOD% OR EOUN-
__ I-~
H4O-PLACED CLASS I RIP RAP SfdiE
24' MIN 7HN%QIESS
1>~
URY ~ ~ . 2~-0' ~~ ~

C
.,'
RFfIf 1
"~
CREIX 8ED F10511NG
SLOPE BIFM GRADE INTO
SLOPE AT UNITS OF WORK.
2 NSTNL ANIERIALS AS SHOWN.
~~ ~~
EXCEI])S 2><. ODCH m aWN SIRDW
ELEVATION DETAIL F A 4NWIUM OF 50' FROM RESTORED AREA
TEIdPOItMt1f SLT FEtICE
SECTION
DETAIL D NOf m 9CAlE YN86 4. PREPARE' S® MID MULCH ALL
°~"'~D "~
Nor m St,ALE Wwrrs
Camp Dresser & McKee
301 South McDowell Street, Suite 512
Charlotte, NC 28204
Tel: [phone]
consulting • engineering • construction • operations
OEPIH ~ BASH 1Y NIN NCDOT r5 OR
ABOVE CRAOE /57 WASHED Sf0lE
' SPILLWAY OUTLET - _ - -
-MN CAPACTIY ~ Y
~ JBOO CF/N%iE- 1
aF
~ELERuENCY BY-PASS
6' BELO'N SEFlLED
raP of oAN
NATURAL GROUND
C(LL
L-FlL1EA FABPoC I%IDER RP PM
]'DI OF BASIN
LAW CRN>E
SFCrIDN TNROLr.H TRAP AND SPILLWAY
SEDIMENT TRAP SCHEDULE
trw rrrcll awry rm1oM ebTIDM balx a WDIN a UBNN a bFPWI a la Nat PIgYWlB N181Wm
Nb Wra WaN a IRON a rASI rwW a rrsl a rrwl InaN a IRON curia aloWro[
WWN sw a a wuW erwW aW~rc UlV18BR Atlq rouA[
Daw aG oro a» GO P» on Pn on om Bt'1
I es•eb 4Ar u r to e M : : 10.81 1eD nu
TEI1POItARY SEONIEId TRAP
DETAIL E
NoT m SrJuE c-s
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
EAST SIDE SEWER SYSTEM IMPROVEMENTS
P~
~~
amts
N'PUC/BlE AT ALL PONfS OF NDAESS k (CRESS UNIL SDE B STN3ERFD.
FREWENf CHECKS OF THE DENTS MA 1WELY LIARBEIIANCE MUST ~ PROVIDED.
NOTES:
UILL'ATION Bi ALL CONSIRIICTWN TRUCKS.
p, ENIRMICE('S MUSE BE MNNTNNED IN A CONDRKN WHICH WILL
NOTES:
1. LENGTH OF RESRUINED PPE INgGTEO IN ABOVE SCHEWIE SHNL BE IENGIH OF A N.C.D.O.T. + 5 OR / 57 WASHED SfaE SHALL BE USED.
PPE RESRLWIED ON EACH SIDE OF BEND FTIRNG, ETC.
2. RESIIWNED JONfS SHALL BE PROVDED AT NL UNANCHORED BENDS IN EXCESS B• PROVDE TURNING RNM SUFFMJENT m N%;OMMOQATE W2GER TRtN]fS.
OF 7.5. RFSTRANED JONfS SFWl ALSO BE PRNADm AT TEES, N-UNE
VN.VES, AND WVES C. EtJIRANCE($) SHWLD BE IDGTED m PROVIDE FOR MA%IMUN
3. Au FORCE AWN JONIS wnHHI CASINGS m BE RESDiANED.
4. ABOVE TABLES ARE BASm ON 3' OF C(NER MID A TEST PRESSURE OF 150 PSI. pREy~ NC OR DNECf FLOW OF TRAFFIC ONTO STREETS
5. JONIS THAT NTE RESIWJNED WTIH E1JAA ISALES. NC. MEGALUG CINIDS E ~~ TOP DA65NG WITH STONE W1LL BE NECESSARY, KEEP SOME
AS SPECIFND IN SECTION 02825. w~e~~ BE CIEANED~ FDMTELY. WHN21 STILL IWffS B ONTO THE ROW MUSE
RE$~ 110M1~ .9f'r11EDULE FOR PVC PRESSVAE PIPE
DETAIL H
Nor mSCALE -
ODN511RUCIION EMRANCE RQIiD
DETAIL I
Nor m sr~JE -
SHEET
N0.
EROSION AND SEDIMENTATION
CONTROL DETAILS a~s~0~ CD_,~
DATE
RUN BRANCH lFJ1OIH Di RESIRAIIED JONf PIPE
ON BRANCH (FEET)
12'
14' tY
14' M
85
18' 12' S5
18' 14' 78
Q7-~ 1 370

r
g
24• z 24' x 4' THNx( CONCRETE PAD
AT EACH vavE BOX Wm1 1-NOa
CONE TOP OF PAD TO BE PLACED AT
FrNSH GRADE ~
SHLD PAVEMENT Y DTH VARIES SHLO CASE x10N SGY PLR COVER CASE IRON STAY PUT COVER
3' DIA. BRONZE DI51C ANCHORED 3• DIA BRONZE DLSK ANCHORED
W/RAISED LETTERS MARKED IN CONC. PAD SEE CONC. VALVE W/RACED LETTeRS MARKED IN CONC. PAD SEE CONC. VALVE
tY '~~ ~ BOX PAD. (DENT. DISC. DEFNL ~~~ --~ BOx PAD. IDQR. oISC. DEfAI
ASPHALT SURFACE 2'-0• SOINRE ASPHALT STIRFACE 2'-D• SGIWTE
N (WHERE APPLIES>~ I i~~ ' r (WHERE APPIIES)~ ~ 1 r n~
Z
MIN ~, s,m ~
~c
CASNIG SPACER
SEE NOTE 1-
5' MIN
CARRPR
PIPE
BORE DETAIL
101 DETAIL A
1. P1A511C CASMO SPACER, MODEL PE POR
PMC CARTER PPE APRxtATp16 ONLY ~ -
YIIIN SPOCPL RIAIJER IE]p115. RIIWEA
IEIOFIf TO BE IARCE ENW6FL SD 7WO R
DOES NDT INIERFEAE WITH tIE PPE
RESIRMED JDRDS. GvND SPACm BY
PPEll1E SOUL AND TNSUUtaRS, TNC. aR
APFWDYED EDUAL
2 No PPE swlL rAT SUPPORTED BY eEU.
i CASTNG PPE WALL THICIQESS SIMLL BE
D.SW .
4. ALL PPE 10 INYE 7RAfJNC WWE M
CASINO BORES,
S ALL FORCE IIAN JOR11S SFYLL ff
RESTRApED WIRWI CASM0.
SECTION 1
NfS -
NUTS k BOLTS
TER PPE
455
450
445
ANTI-SEEP
~>~
- DIP
505
500
495
18• FM -DIP
490
.SEEP
COUAR
0 7- 1 3 7 0
440
54+00 55+OD ~

NOTES: 148+50 147+50 148+50
1. PIPE UNDER CREEK BED SHALL BE RESRWNED
DP. SEE DETAL H SHEET CD-1 FOR ADDIIIOTNL
RESTRANED JOINT REOUIRQIENTS ~:

~~ CR ~. ~ 1. PIPE UNDER CREIX BED SHALL 6E RESTRAINED
DIP. SEE DETAIL H SHEEP CD-1 FOR ADDRIOWIL

DETAIL D RESTRAINED JDM REQUIREIENIS
STREATII CROSSING N0. 2 ~
~~ 1' - B' DETAIL E a2nte
HoR: r - +o'
VER: 1• - 4' ~
Cam Dresser & McKee
p ORK
UNION COUNTY PUBLIC W S SHEET
No.
301 South McDowell Street, Suiie 512
Ch
l
tt
NC 28204 ROLIN
NORTH CA A
UNION COUNTY
ar
o
e, , MISCELLANEOUS CIVIL DETAILS
Tel: [phone]
EAST SIDE SEWER SYSTEM IMPROVEMENTS s s o~
consultin • en ineerin • construction • o erations
9 9 9 p DATE

NO S CONE ,
' i
g NO 3 COM i
~
uMEROac aFSE ; uMErloac BASE q
SLIDE TYPE VALVE ~ SLIDE TYPE VALVE 1n
Box Box
S• DM. BRONZE DISC
ANCHORED IN CONC. P
i PROVDE EXTENSION
AS REQUNtED VALVE 14~1UGE BLUE
COATED COPPER
1hGAUGE BLUE 1TDYCER WNtE
COATED COPPER
SDE OF VALVE
4• TRACER WRtE
TYPE OF VALVE
10'
SERMCE P.V. 1/B• RMSED LE11IIt5 TO
DIRECIpN R SEWER BE CAST YIIIH 3• DN.
R-20 BRONZE DISK
NUMBER OF TURNS
TO OPEN
CONCRETE VALVE PAD/DEAR. DISC. GATE VALVE AND BDX DUMM1r VALVE BOX
DETAIL C
BURIED TIU GATE VALVE AND VALVE BOX Nrs -
DETAIL
NTS