WQ0029984_Application_20060322

.CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
'
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number,
(to be completed by DW
_ — _ _..
1. Owner.
la. Town of Roseboro
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
O
1b. William McLemore, Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal N Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
O
1 d. P. O. Box 848 1 e. Roseboro
ZMailing
Address City
1f. NC 1g. 28382
Z
State Zip Code
1 h. 910-525-4121 1 i. 910-525-3133 1 j. roseborol intrstar.net
QTelephone
Facsimile E-mail
V
2. Project (Facility) Information:
J
2a. UT to Little Coharie Sewer 2b. Sampson
aBrief
Project Name (permit will refer to this name) County Where Project is Located
Q
3. Contact Person:
Q3a.
Owen McNulty, P.E., HSMM, Inc., Florence, SC
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 843-669-4491 3c. [e-mail]
Phone Number E-mail
1. Project is ❑ New N Modification (of an existing permit) If Modification, Permit No.: WQCS00155
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is N Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
O
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
H
3. Town of Roseboro
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
i
4a. Roseboro WWTP 4b. NCO026816
Name of WWTF WWTF Permit No.
LL
5a. Town of Roseboro
.. "::f:-'.'3rn"r':" -" x �s':..�"c•:--Y-I%!5.2:3..��s: _.v3T: L �3•s+.-;;tee. 4a
HAYES, SEAY, MATTERN & MATTERN, INC.
181 E. Evans St, Suite 23
Florence, SC 29506
Date
1481
67-776/532
BRANCH 87753
2.22.06
FIG)__�_,NCDENR--------_ ----- —_----� $ 400.00
ay to the
Order of — _ _ — _ Dollars
------------four hundred dollars and
WACHOVIA
Wachovia Bank, N.A.
wacho-Aa.com
M+
For #30128-Fast

r I A UZ/W - Kev. 3 U4/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
. I&--
2eA 9
Department
State of North Carolina
Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 13(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
NA❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
NA[:] IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement
if the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
NA❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the
applicant, submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if
different. Flow acceptance letters must contain the following minimum information: applicant and project name,
amount of flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance
must not expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from h_ttp:Hh2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS - PAGE 2 .
NAF1 Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A
NCAC 01 C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
PERCS Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a
Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to
be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
NAn X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http✓/h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) WCi0029984
I
1.
Owner.
la.
Town of Roseboro
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
1b.
William McLemore, Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Q
1c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
1 d.
P. O. Box 848 le. Roseboro
LLMailing
Address City
1f.
NC 1g. 28382
0
State Zip Code
_
1h.
910-525-4121 1i. 910-525-3133 1j. [e-mail]
Q
Telephone Facsimile E-mail
(�
2.
Project (Facility) Information:
2a.
UT to Little Coharie Sewer 2b. Sampson
CL
Brief Project Name (permit will refer to this name) County Where Project is Located
Q
3.
Contact Person:
Q
3a.
Owen McNulty, P.E., HSMM, Inc., Florence, SC
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
843-669-4491 3c. [e-mail]
Phone Number E-mail
-- - ---- - - - -- --_ _ . — - -_ -- — — ._ ..... _ ....... .... ........ -- -
11.
Project is New ❑ Modification (of an existing permit) If Modification, Permit No..
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
-- - ----- - ......-..__ _.............— ........ ... _ .............................................. .... ........... _._.. --._ -... .......... -_--
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a)) j
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (instruction IV)
0
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
I—
3.
Town of Roseboro
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Roseboro WWTP 4b. 1 CO026816
0
—
Name of WWTF WWTF Permit No.
--- .-...-_ _.-.. _.._.._. . .._..._ . __... --------
ILL
5a.
�.
Town of Roseboro �5b 12" ® Gravity 15c WQCS00155
Z
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Mai Permit Number of Downstream Sewer (if known)
�—
6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash j
ElApartments/Condominiums ElInstitution 100 % Domestic/Commercial
LU
W
ElMobile Home Park ElHospital
IL
❑ School ❑ Church % Industrial
❑Restaurant El Nursing Home % Other eci s
(specify):
El Office El Other (specify):
7.
...._............ ---- .... ..... ...... ....- .... _ _ _ _ _ _ . -- -- -_ .........
Volume of wastewater to be allocated for this particular project. 0 gallons per day
*Do not include previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
® Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

l/
FAST-TRACIK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS .PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number
(to be completed by DW Q0029984
1. Owner:
la. Town of Roseboro
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
1b. William McLemore, Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
Id. P. O. Box 848 1 e. Roseboro
LL
Z
Mailing Address City
If. NC 1 g. 28382
Z
0
State Zip Code
1 h. 910-525-4121 1 i. 910-525-3133 1 j. roseborol intrstar.net
Q
Telephone Facsimile E-mail
2. Project (Facility) Information:
_U
--�
2a. UT to Little Cohade Sewer 2b. Sampson
aBrief
Project Name (permit will refer to this name) County Where Project is Located
Q
3. Contact Person:
Q
3a. Owen McNulty,P.E. HSMM Inc. Florence SC
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 843-669-4491 3c. omcnult hsmm.com
Phone Number E-mail
1. Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: WQCS00155
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information In this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
0
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
H
3. Town of Roseboro
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Roseboro WWTP 4b. NCO026816
0
Name of WWTF WWTF Permit No.
LL
5a. Town of Roseboro
b. 12"
® Gravity
C. WQCS00155
Z
Owner of Downstream Sewer
Receiving Sewer Size
❑ Force Main
Permit Number of Downstream Sewer (if known)
H
6. The origin of this wastewater is (check all that apply):
2
® Residential Subdivision ❑ Car Wash
W
ul
❑ Apartments/Condominiums ElInstitution 100 % Domestic/Gemmersial
El Mobile Home Park El Hospital
d.
❑ School ❑ Church % Industrial
❑ Restaurant ❑ Nursing Home o
El Office El Other (specify): /o Other (specify):
7. Volume of wastewater to be allocated for this particular project: 0 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
® Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS ` PAGE'4 -
0
W
D
Z_
P
O
U
Z
_O
H
Q
0
LL
Z
H-
W
a
761
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(Ix1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(Ix3).
Using Manning formula with a dia. of 12", min. slope of 0.0025, and an n value of .013 gives the following when pipe is
flowing full: flow = 799.54 gpm and velocity = 2.268 f/s
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
12 881.88
(Replaces 900 feet of exst. 12" w/min slope of
0.05%)
ENTER TOTAL LINE LENGTH IN MILES 0.167
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
Gravity
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater?
® Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hiah orioritv and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑ No
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
ZO regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND,
(� ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
J (self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
0 ID-1 UT to Little Coharie Creek Sampson Cape Fear 18-68-1-17 C;Sw
La,
u
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is providedl
Applicant's Certification:
1, William McLemore, attest that this application for UT to Little Coharie Sewer has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 r violation. Q
1 a. AJ A A) yew,&ZA
Sig Official Signature Dat
CO) 2. Professional Engineer's Certification:
Z I attest that this application for UT to Little Coharie Sewer has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of
Q my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
_V and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
N. and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that l
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
LU General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
0 certification in any application shall be guilty of a C ass 2 misd meanor which may include a fine not to exceed $10,000 as
C well as civil penalties up to $25, 000 per IF101 tlo
2a. Guy E. Slagle, Jr.
Professional Engineer Name
" n
�e
2b. Hayes, Seay, Mattem and Mattem, Inc. (HSMM, Inc.) �''� ,. ,',Ci
Engineering Firm
2c. 181 E. Evans St., BTC 105 Mailing Address 13 8'
2d. Florence 2e. SC 2f. 29506
City State Zip G j
2g. 843-669-4491 2h. 843-664-2881 2i. [e-mail]
Telephone Facsimile E-mail �aa p Seal, Signal 9 Date
FTA 02/03 - Rev. 3 04/05

Copyright (C) 1997, Wptech, Inc.

I3 _j
am
op
jj • tt (j
-2---0
x
•
^ v
' I
t • , • t Gaging S
4
Ll boro (sae
241
Copyright (C) 1998, Maptech, Inc.

I
EXISTING FARM -.ROAD,
R -TO-E NU I_
CONSTRUCBTIONUSED
I A
PROPERTY
BOUNDARY,,,
TEMPORARY
GATE CONSTRUCTION
EASDMENT
CONSTRUCTION
`ENTRANCE
I Wl I M
t
PROPOSED CONSERVATION
\,EASEMENT BOUNDARY
t
FENCE
PROPERTY
U,l
BOUNDARY
L
\%
EXISTING
NORTH BR�NCH
PRO, OSED 60'
TURNAROUND
,���ou ,,_ � , \\ PROPOSED NORTH
1 �f / \ BRANCH,
f
PROPOSED ITEMPOR TEMPORARY
TEMPORARY, 'STREAM PROPOSED CONSTRUCTION
PERMANEN-T—
TEMPORARY
ACCESS ROAD CROSSING EASEMENT
,STREAM 'ACCESS:R.UAU
CROSSING
TEMPORARY
PROPOSED:
TEMPORARY, _OS
CONS TRUC,TlO u
l
ACCESS ROAD, MSTAGING A"REA
:RLS"DETIAh SRREStNb 0.56LAC \
PRO --------
0 UT T,LITTLE- .PROPOSED
PROPOSED lov"
OHARJE;'CREEK
TUANAHqUNV
TURNAROUND
z
0 SO ir PROJECT REFERENCE NO. I SHEET NO.
D05046$ 1 2
WW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
PRELIMINARY PLANS
w NOT ASP. coNsTRUL-nom
H s m m
4RCHTECTS - ENGINEERS - PLANNERS
t305 NAVAHO DR. SUITE 303 RALEIGH. NC 27609
LEGEND
ezV
PROPOSED STREAM CONSTRUCTION
X_
EXISTING FENCE
- a
PROPOSED CONSERVATION EASEMENT AND FENCE
_E—
TEMP. CONSTRUCTION EASEMENT
PROPERTY BOUNDARY
-------
TEMPORARY ACCESS ROAD WITH TURNAROUND
"c
21
"T
XISG
EMPOR,ARY\--\ L, HAKIt :CREEK,T t...... . . . . . . .
CONSTRUCTION,,
A 4;1p, CONSTRUC�TIN
ENTRANCE
0 EA�SEMENT EXI�> I INU
WETLAND
PROPOSED T N BOUNDARY
lorNENT
Ow
RO OFF ROSE,80
STREAM
S
E
SMG-,
SEWER EA EM NT
�z EXISTING ,-U-T
---
PASTURE�
RE-S!
TO LITTLE
COHARIE CREEK
D -F 1�4
PROPOSED CONSERVATION PROPERTY
EASEMENT BOUNDARY bOU,NDARY
FENCE
NIR

W
J
xi o
��N�O tll
=J i xw'"vOin
+Zx WwO�
O O
-
x
� moalourc?
125
124
123
122
121
120
119
118
117
116
115
114
113
il2
11
I1
108
t0,
106
SEWER RELOCATION PLAN
PLAN
SCALE: 1"-50'
n
u
n
�
x
15a'Z iK2
N
b N rVIJ�
pp�I�YpI Dx WxW i^N1pp0��
Z�O dx Io ,ZpO
SEK 36iis%5ES
125
.CC'
SC
G
-
105
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
PROFILE
SCALE: HORZ: 1".50' VERT: 1".5'
124
123
122
121
120
119
118
11 7
116
115
114
113
112
III
110
109
108
107
106
105
8+00 9+00
5' 2.5' 0 5' 10'
I•=5'
50' 25' 0 50' loo'
1'=50'
GRAPHIC SCALES
WATERTIGHT
MH FRAME k
COVER. -
GROUT IN PLACE
ECCENTRIC
TAPER
SECTION
MANHOLE STEPS
RISER SECTION
BA
SECTION
IN
SHAPEAORD
WITH DETAI
6" (TYP)
PRo1ECT It"o NCE ND. SPIEET NO.
R-2204WM I S-1
UO NOT Vt8 MQI CONtTfl U(TroN
FOR SPACER
oli7
JOIN T
SEALANT
�II W
IY
O O�
I 1 W
10
6" BEDDING -7
• MANHOLES RIMS IN UNPAVED ROADS SHALL BE 4" BELOW
GRADE WITH ABILITY TO LOWER 5 ADDITIONAL INCHES.
PRECAST CONCRETE MANHOLE
NO SCALE
1
n
�
.
CAST IN
CONCRETE k
PAINTED BLACK
_
/ /.;!y . L• '/•, • -
__ r�AO FAiK[kA ( COMPACTED
I
80% PIPE SECTION ON
SMOOTH RADIUS
BACKFILL
I % ~///♦// •i -
RUBBER
BST MANHOLE
'I
yvT , . MANHOLE
EI
/ i`?�
4-NO. 3 (1 EA. CORNER)
in - := MATERIAL
.•x \ I}'
_
:
�; 'i,:-:+'.�,
EXPANSION
SQUARE MARKER
?
c. SLOPE TYP
PIPE BAND
.,
WITH 13EVELEO
NOTES:
t s.._.
�T..
CLAMP
a
CORNERS
NOTES:
1) DITCH WIDTH NOT TO EXCEED 2'-3" MAX. AT 1'-0"=`4�
z
PLACE AT EDGE OF ROW FOR MANHOLES 1MTH
OVER TOP OF PIPE.
BOOT CONNECTOR
FRAME & COVER BELOW GRADE OR ROAD
DISTANCE OF
2) MAX
N&TCUSING
INVERT SHAPED
lo
SURFACE. STAMP MANHOLE
MARKER IN FEET a INCHES ON BRASS
DITCH�WIDTH) 4 RENCH BOX.
807G PIPE SECTIONDETAIL
NFROM
DISK IN TOP OF MARKER.
IMPROVED DITCH BEDDING DETAILS
MANHOLE INVERT
No SCALE
TYPICAL MANHOLE MARKER
NO SCALE
NO SCALE
No SCALE