19930872 Ver 1_COMPLETE FILE_19930617

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
George Owens, Mayor
Town of Columbia
P.O. Box 361
Columbia, N.C. 27925
Dear Mr. Owens:
Subject: Proposed fill in
Sewer line-force
Tyrell County
-two
NOW
ID F= F1
October 18, 1993
Wetlands or Waters
main
DEM Project # 93872
Upon review of your request for 401 Water Quality Certification
to place fill material in 360 square feet of wetlands or waters which
are tributary to Scuppernong River UT for sewer line installation
located at SR 1209 in Tyrell County as described in your submittal
dated 28 September 1993, we have determined that the proposed fill can
be covered by General Water Quality Certification No. 2664. A copy of
the General Certification is attached. This Certification may be used
in qualifying for coverage under Corps of Engineers' Nationwide Permit
No. 12.. An additional condition is that pressure check readings must
be made at all stream crossings annually and reports sent to DEM
Washington Regional Office.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
If you have any questions, please contact John Dorney at 919-733-
1786.
Sincerely,
Pr yl?
e
ston ward, P. E.
93$72.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 1 0% post-consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
28 September 1993
MEMORANDUM
TO:
FROM:
SUBJECT:
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker, Jr.
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
RECEIVED
WASHINGTON OFFICE
S FP 2 S 1993
D. E,M- ,
Applicant: Town of Columbia
Project Location: On SR 1209 at a crossing of a manmade canal which -connects into the
Scuppernong River near Columbia, North Carolina
Proposed Project: To place two (2) 8" forced sewer mains 4' below the bottom of a
manmade canal adjacent the Scuppernong River.
Please indicate below your agency's position or viewpoint on the propo 3,:,d project and return
this form by 19 October 1993. If you have any questions regarding the proposed project, please
contact David Moye at 946-6481. When appropriate, in-depth comments with supporting data
is requested.
REPLY This agency has no objection to the project as proposed.
. This agency has no comment on the proposed project.
This agency approves of the project only if the recommended
-
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
Signed
t
1424 Carolina. Avenue, Washington, North Carolina 27889
An Equal Opportunity Affirmative Action Employer
Date __101,h3
Telephone [phone] FAX [phone]
500k recycled/ 10% post-consumer paper
?EHNR
s
DIVISION OF COASTAL M NT
FIELD INVESTIGATION G?
1. APPLICANT'S NAME: Town of Columbia OCT
2 lgg?
Sewer Line Crossing
2. LOCATION OF PROJECT SITE: Tyrrell County on 12??9?Ifrt ing of a manmade canal
which connects into Al'. Scuppernong River near Columbia,
Photo Index - 1989: 1-63-9; C-17 1984: N/A In
State Plane Coordinates - X: 2,815,600 Y: 803,050
Columbia East Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/7/93
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - 9/23/93
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Tyrrell County
Land Classification From LUP Transitional (Land) Conservation (Water)
(B) AEC(s) Involved: EW,PTA,ES
(C) Water Dependent: NO
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned 2 - 8 sanitary sewage force mains
(F) Type of Structures: Existing - N/A
Planned - 2 - 8" sanitary sewage force mains
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands ±360 ft2
Trench excavation
(C) Other
(D) Total Area Disturbed - .007 acres
(E) Primary Nursery Area: NO
(F) Water Classification: SC Open: NO
8. PROJECT SUMMARY: The applicant proposes to place two (2) 8" forced sewer mains 4' below the
bottom of a manmade canal 'adjacent the Scuppernong River.
Project setting
The Town of Columbia's proposed forced sewer main project is located on SR 1209 at
a crossing of a manmade canal which connects into the Scuppernong River just north of
Columbia in Tyrrell County, North Carolina. Two arched pipe culverts with concrete headwalls
make up the crossing of the canal which averages ±30 feet wide and is ±4 feet deep. The
crossing is bordered on the upstream (east) side by an approximately 30' wide cutover area for
aerial transmission lines. This cutover area is vegetated with various wetland plant species
including Typha spp. which give way to upland grasses on the road shoulder. The downstream
(west) side of the crossing has an approximately 10' wide cutover area for aerial transmission
lines vegetated like the east side. Adjacent the cutover areas on both sides of the crossing is
wooded wetland on both sides of the canal. The section of the canal adjacent the cutover areas
on both sides of the road crossing is heavily vegetated with alligator weed. The unnamed
manmade canal connects to the Scuppernong River which is classified as SC by the
Environmental Management Commission.
Project description
The applicant proposes to place two (2) 8" diameter ductile iron sanitary sewer force
mains beneath a manmade canal on the upstream side of SR 1209. One pipe will carry untreated
sewage from the Town of Columbia to the new sewage treatment plant and the other pipe will
carry treated sewage back to the existing treatment plant for disposal in the existing effluent
pipe. The proposed system will upgrade the existing .150 mgpd plant to .225 mgpd.
A 3' wide by 4' deep trench will be excavated across the canal bottom and the two pipes
will be placed in the resulting trench. The applicant proposes to leave the trench open and allow
natural sedimentation to fill it in. The trench work will be done from the adjacent banks using
an excavator. Riprap is proposed to be placed on the canal bank above the NWL in the trench
alignment to reduce erosion until seeding has taken place.
Anticipated impacts
The project as proposed would result in the disturbance of ±360 ft2 of canal bottom.
Localized turbidity would occur as a result of the excavation activities associated with the
trenching in of the pipe.
David W. Moye - Washington Office - 24 September 1993
I 'f
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
0
troL If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Town of Columbia
Address P. O. Box 361
City Colombia State NC
Zip 27925 Day phone [phone]
Landowneror x Authorized agent
b. Project name (if any) Columbia WWTP
If you plan to build a marina, also complete and '
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
new work
c. Will the project be for community, private, or
commercial use?
community, municipal
d. Describe the planned use of the proect.
Transfer of influent and effluent from
main pumping station to treatment plant
and then to old treatment plant.
4 LAND AND WATER
c. If the applicant is not the landowner, also give he CHARACTERISTICS
owner's name and address. - --
State properties to be notified as to a.
easement requirements. See NC DOT letter
for permission to work within their b,
ht- f-
rig o wav -
f bo a level or
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
NCSR 1209
b. City, town, community, or landmark
Columbia
c. Sevation o tract a ve mean se
National Geodetic Vertical Datum
:3.75
Size of entire tract
N/A
N/A
d. Soil type(s) and texture(s) of tract
Tomotley, Augusta, Portsmouth
e. Vegetation on tract
Grass, Alligator weed
f.
Size of individual lot(s)
Man-made features now on tract reinforced concrete
and corrugated metal pipe drains
What is the CAMA Land Use Plan Classification of
the site? (Consult the local Iand use plan.)
c. County Tyrrell 9-
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Scunoernona Ri vpr
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel; marina, bulkhead,
or pier). construction of. two 81
force main
Conservation x Transitional.
Developed Community
Rural Other
h. How is the tract zoned by local government?
Tyrrell County has no zoning.
i. How are adjacent waters classified?
SC
j. Hasa professional archaeological survey been
carried out for the tract? No If so, by whom?
N/A
4/89
i
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development:
a_ Type and number of buildings, facilities, or
structures proposed N/A
treatment plant to ha „cP3
Released in the Scuppernonq River
m. Watersupply source Town of Columbia
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
b. Number of lots or panels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to-be graded or disturbed
N/A
e. If the proposed project will disturb more than one
acre.of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? yes - -
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A - -
List the materials, such as mad, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
o. if the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION ,
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
QYJLW) or G- WL)
Boat basin

N/A N/A N/A
120 3' -4'
Min.
N/A N/A
N/A N/A
h. If applicable, has a stormwater management plan Other (break- Pipe
been submitted to the Division of Environmental water, pier, Crossing
Management? N /A boat ramp,
rock jetty)
i. Describe proposed sewage disposal and/or waste
water treatment facilities. Fill placed in
New treatment pla_ with oxidation j J t wetland or below
dual clarifiers, sludge dicrestP* . and _ X4_gW
sludge holding tank for 325 MGPT) -
Have these facilities received state or local approval? Upland c fill
application pending
k_ Describe existing treatment facilities.
STP with oxidation ditch, clarifier
and sludge drying bed for 150 MGPD

L Describe location and type of discharges to waters of
the slate (for example, surface runoff, sanitary
wastewater, industri al/commercial effluent, "wash
down"). existing outfall at existina
b. Amount of material to be excavated from below
water level in cubic yards 53.33 CY
c. Type of material Silty -Sand
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
No .
e. High ground excavation, in cubic yards
1.3 N/A -
1/89

owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
No
k. Will the fill material be placed below mean high
water? No -
g. Location of spoil disposal area d. Type of bulkhead matenal
proposed wastewater plant site
e. Amount of fill, in cubic yards, to be placed below
h. Do you claim title to the disposal area? yes mean high water N/A
If not, attach a letter granting permission from the ri
f. Type of fill material prap -
£ Dimensions of spoil disposal area c. Shoreline erosion during preceding 12 months, in
5 acres feet
N/A
1. Amount of fill in cubic yards N/A
m. Type of fill material N/A
n. Source of fill material N/A
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
Rip rap to be placed on side slopes of
canal
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
12 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? excavator

s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts: A stormwater management plan, if applicable, that
N/A may have been developed in consultation with the
Division of Environmental Management.
7 SHORELINE STABILIZATION
a. Length of bid or riprap 30 feet
b. .Average distance waterward of mean high water or
normal water level N/A .
4/89
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners.' These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3
Name George G. Owens, Sr.
Address P. O. Box 174
Columbia, NC 27925
Name
Address
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S.113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit-
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
;This is day of ?a 19?
weer o " uthorized agent mayor
Town of Columbia
4/S9
i
RI+
GZM '•
/ u
s
-S 7C-
C?z
M BLA.
hsI,.
T - - _=T -??\Q? _ - _ _-_? ? - _ --• ? rye,'' _ -° _-
__ ??? - -? - ?- --T'?.\•?\?- ?:T_` ? % \ ABM - !_ _- --
_
LOCtiTlot3
• ?C?oPaSEe ?°S??T
y.oZ,-:
Plc.ov?nE -R-,P-Z+? O,v
sin = S?dPcS
o Z \ Lo jLES-r¢.AwFD So?euT DIP FbT2C.E ?Y
Lrr_EG K. C??SI?.tC? ?
TZ/tnJ _
Po?tG?N MNS
INS ?-O.vl
----
IIQ
TL/?.!

Fl, I IF
vll I I?
Il 1 I.
oii m
00.3 INJ_-140 ?E.XIST,N6 CO?"`+-?•? Wr?7E
J -
/ tZi3vT1'?R-y
z
0

ILI
4

.Q

?vCENT?Z?IIv? r.>LS? ?zs?g
N• T
z -ytea.- toc-)LF S"CL
p S-STAR} r.? ED To r?T i p FoTj 1?\ sy rr'?
sCRc_E
?, ,

9-?-I -g3
Y?1CNL Cam- -_ OF

T,?, `-
g„ pIP ?iz_C MP" nts

l

IMPORTANT
of
Time
WHILE YOU WERE OUT
AREA CODE NUMBER EXTENSION
TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
W
MA
L
R
?WA
. MANAGEMENT
rloN REVIEW
SUPERVISOR: THOR)PE
DATE: /d/Z?q 3
ACBING
COUNTY: I d- A
tMIT TYPE: 0"E
3
DATE FROM CDA: OV63
'ER AND SUB BASIN L 7,)
'E:
ACHED?
II DENY HOLD .
[L- Signed 11 TES, DATE APPROVED: lZa acJ
N.C. Dept. of Environment, Health,Tand Natural Resources ? Q ?yy? Qr e0
Printed on Recycled Paper
WATER QUALITY CERT. (401)
CERT. REQ' D : Y
IF YES, TYPE : Sow?? •Q??
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:.
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED
DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: -o - WETLAND: -- o
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING z
AREA TO BE DREDGED: -r 36 U
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?N
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED? /U p?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WaRO; Central Files; DCM Field Offices; COE Washington Office
b
4
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS :
i
DIVISION OF F#,VIRONMENTAL MANAGEMENT
MEMORANDUM
TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews for Stormwater Review
Project:
1 6c cr,? ,Z,
Project No.:
Date Received:- q /2- g 3
F'nA? Date Comment: /d / 7 7 3
Description of Project:
Sc4 2- R aked
Comments:
r. .
I
It
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Columbia
Sewer Line Crossing
2. LOCATION OF PROJECT SITE: Tyrrell County on SR 1209 at a crossing of a manmade canal
which connects into the Scuppernong River near Columbia, North Carolina
Photo Index - 1989: 1-63-9; C-17 1984: N/A
State Plane Coordinates - X: 2,815,600 Y: 803,050
Columbia East Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA & D/F WASHINGTON OFFICE
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/7/93 SEP 2 6 1993
Was Applicant Present - NO
A E M.
5. PROCESSING PROCEDURE: Application Received - 9/23/93
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Tyrrell County
Land Classification From LUP - Transitional (Land) Conservation (Water)
(B) AEC(s) Involved: EW,PTA,ES
(C) Water Dependent: NO
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - 2 - 8" sanitary sewage force mains
(F) Type of Structures: Existing - N/A
Planned - 2 - 8" sanitary sewage force mains
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands t 360 ft2
Trench excavation
(C) Other
(D) Total Area Disturbed:.007 acres
(E) Primary Nursery Area: NO
(F) Water Classification: SC Open: NO
8. PROJECT SUMMARY: The applicant proposes to place two (2) 8" forced sewer mains 4' below the
bottom of a manmade canal adjacent the Scuppernong River.
V
Project setting
The Town of Columbia's proposed forced sewer main project is located on SR 1209 at
a crossing of a manmade canal which connects into the Scuppernong River just north of
Columbia in Tyrrell County, North Carolina. Two arched pipe culverts with concrete headwalls
make up the crossing of the canal which averages ±30 feet wide and is t4 feet deep. The
crossing is bordered on the upstream (east) side by an approximately 30' wide cutover area for
aerial transmission lines. This cutover area is vegetated with various wetland plant species
including Doha spn. which give way to upland grasses on the road shoulder. The downstream
(west) side of the crossing has an approximately 10' wide cutover area for aerial transmission
lines vegetated like the east side. Adjacent the cutover areas on both sides of the crossing is
wooded wetland on both sides of the canal. The section of the canal adjacent the cutover areas
on both sides of the road crossing is heavily vegetated with alligator weed. The unnamed
manmade canal connects to the Scuppernong River which is classified as SC by the
Environmental Management Commission.
Project description
The applicant proposes to place two (2) 8" diameter ductile iron sanitary sewer force
mains beneath a manmade canal on the upstream side of SR 1209. One pipe will carry untreated
sewage from the Town of Columbia to the new sewage treatment plant and the other pipe will
carry treated sewage back to the existing treatment plant for disposal in the existing effluent
pipe. The proposed system will upgrade the existing .150 mgpd plant to .225 mgpd.
A 3' wide by 4' deep trench will be excavated across the canal bottom and the two pipes
will be placed in the resulting trench. The applicant proposes to leave the trench open and allow
natural sedimentation to fill it in. The trench work will be done from the adjacent banks using
an excavator. Riprap is proposed to be placed on the canal bank above the NWL in the trench
alignment to reduce erosion until seeding has taken place.
Anticipated impacts
The project as proposed would result in the disturbance of ±360 ft2 of canal bottom.
Localized turbidity would occur as a result of the excavation activities associated with the
trenching in of the pipe.
David W. Moye - Washington Office - 24 September 1993
a
' Mc DAVID ASSOCIATES, INC.
ENGINEERS • PLANNERS • LAND SURVEYORS
NC. HOME OFFICE* 120 NORTH MAIN STREET/P.O. DRAWER 49, FARMVILLE,N.C. 27828 [phone]
V 109 EAST WALNUT / P.O. BOX 1776, GOLDSBORO, N.C. 27533 • 716 SOUTH MAIN/P.O. BOX 738, KENANSVILLE,N.C. 28349
GOLDSBORO PH. (919) 736- 7630 • KENANSVILLE PH. [phone]
September 17, 1993
David W. Moye, Field Representative
Division of Coastal Management
N. C. Department of Environment,
Health and Natural Resources.
1424 Carolina Avenue
Washington, NC 27889
SUBJECT: CAMA Application
Proposed Force Mains
Town of Columbia
Dear Mr. Moye:
Enclosed are the following items:
1. CAMA application
2. Application fee in the amount of $250.00
3. Location map of proposed work
4. Detailed plan/profile drawing of proposed creek crossing.
5. Cross-Section of Force Main Creek Crossing
The Town of Columbia is proposing to build a wastewater treatment plant north of town
along NCSR 1209 to treat 225,000 GPD of wastewater. To serve the plant, two 8" force
mains will be constructed along the east side of NCSR 1209 (one for influent to the new plant
from the Town's existing main lift station; the other for effluent from the new plant site to the
existing plant site). The two force mains will be of PVC material except where they cross the
canal under NCSR 1209. Here ductile iron pipe will be used for 120 LF centered under canal.
This length of pipe will be buried under the canal by use of a backhoe, dragline, or excavator
depending upon the contractor.
If you have any questions concerning this, please do not hesitate to contact me.
Sincerely,
McDAVID ASSOCIATES, INC.
F. Tyndall Lewis, PE
Goldsboro Office
Enclosures
cc: Town of Columbia
D:\WP51 DAT\FrL\93 1
COLUMBIA-LAMA APPLICATION, PMT , .. 930917
jr please type or print. Carefully describe all anticipated
development activities, including construction. excava-
lion, filling. paving. land clearing, and stonmwatcr con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Town of Columbia
Address P. O. Box 361
City Columbia State NC
Zip 27925 Dayphone [phone]
Landowneror X Authorized agent
b. Project name (if any) Columbia wwTP
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project. new work. or both?
new work
c. Will the project be for community, private, or
commercial use?
community, municipal
d. Describe the planned use of the pro ect
Transfer of influent effluent from
main pumping station to treatment plant
and then to old treatment plant.
4 LAND AND WATER
c. If the applicant is not the landowner, also give the CHARACTERISTICS
is name and address
owne
State properties to be notified as to
easement requirements. See NC DOT letter
for permission to work within their b.
right-of-way-
2 .
LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
NCSR 1209
Size of entire tract N/A
Size of individual lot(s)
N/A
Elevation of tract above mean sea level or
National Geodetic Vertical Datum
3.75
d. Soil type(s) and texture(s) of tract
Tomotley, Augusta, Portsmouth
e. Vegetation on tract
Grass, Alligator weed
b. City, town, community, or landmark f
Columbia
C. County Tyrrell 9-
d. Is proposed work within city limits or planning
jurisdiction? No

e. Name of body of water nearest project
Scunnernona Rivar
h.
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT i.
a. Describe all development activities you propose (for j.
example, building a horse, motel, marina, bulkhead,
or pier). construction of two 81J
force main
4/89
Man-made features now on tract reinforced concrete
and corrugated metal pipe drains -
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation x Transitional
Developed Community
Rural Other
How is the tract zoned by local government?
Tyrrell County has no zoning.
How are adjacent waters classified?
SC
Has a professional archaeological survey been
carried out for the tract? No If So, by whom?
N/A
I
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structuresproposed N/A
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to -be graded or disturbed
N/A
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? yes -- -
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? 1./A
L Describe proposed sewage disposal and/or waste
water treatment facilities.
New treatment Alant with oxidation dit: ,
dual clarifiers, sludge diaester._ and
sludge holding tank for 225 MrPD
treatment plant to hp iimp A.
Released in the scuppernong River
m. Water supply Source Town of Columbia
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION .
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
OALW) or (NWL)
Boat basin
Other (break- Pipe
water, pier, crossin,
.. boat ramp, - -
rock jeay)
FIlr placed in
wetland or below
MHW
Upland fill -
areas
b. Amount of material to be excavated from below
water level in cubic yards 53.33 CY
Q Type ofmaterial silty -• and "
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
j. Have these facilities received state or local approval?
application pending -
k Describe existing treatment facilities.
STP with oxidation ditch, clarifier
and sludge drying bed for .150 MGPD
L Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). existing outfall at existing -
2
e. High ground excavation, in cubic yards
N/A
Length Width Depth

N/A N/A N/A
120 3' -4'
Min.
N/A N/A
N/A N/A
4/89
r`
f. Dimens onsseos spoil disposal area
g. Location of spoil disposal area
proposed wastewater plant site
h. Do you claim title to the disposal area? yes
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
No
k. Will the fill material be placed below mean high
water? No
1. Amount of fill in cubic yards N/A
m. Type of fill material N/A
n. Source of fill material N/A
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
Rip rap to be placed on side slopes of
canal
r.
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? excavator
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
N/A
7 SHORELINE STABILIZATION
a. Length of bulkhead orriprap 30 feet
b. Average distance waterward of mean high water or
normal water level N/A .
`I89
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water N/A
f. Type of fill material ri rap
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1R x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.

Name George G. Owens, Sr.
Address P. 0. Box 174
Columbia, NC 27925
Name
Address
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S.113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the penniL
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is ?e -2.2- day of -,19?
L ' weer o?uthorized agent mayor
Town of Columbia
4/89
1 q - %1- 9 3 .1 1 H
_ - M B
- _ - __ - _ _ - - - , . Gl c? OSS tJ?r
CAM
- - ' - - - - t' - C ?}pQc,?tl?T?or?
/ ? •r•- \ =?- OLD-'?d8 _ ? • •? ?
• tat . ?.: "-= -1 :.- • 'r Cio??J3?T ? • ? ? 1. \ _
.in " •• • .•'x'
Is I
A
7: Z.
of
• '?c?o?sE•o ?tos?rc-
Rio`?? ?1- 1? cl,3
?-- PrLC7 PEZ! y
1 O
CT??? G. ?? E.Ns
PlcowaF ???-R,>? ?^+
Sl??. St.oP?S
D l?O, 12a LF " L SU
jZa.S-r?w.p -Joinl-r DIP fltACE MINI .f
1Z/W Gr?e.E.lc C??SIN? -
Pov'aEhMNS iw.•-O.vl :YM"IM. ?£?,17,a,?G C.o....?.-?t+y?.s WtT=fu?.E i
F1? I I
V11
v
11 0
III „ _w- .? -? -? O•t ?? ? -4? ? E7?LsTIIV ??• ?vn."tY ?1?T? f...L..I1JS ????
ry? 213vT(?riZ? R-?W
I? JtnJ /" ro Sc ? P ?ESL?o ?O' ttS? t{ ALT
?L- Iv Z
0
Q
tiJ
u
4
c7
Z

-b-
?CEr?'fEZI.tN? t?LCSZ IZS?9
G.1P Cs?«d"'?
C,r,* oz.,/
F - is « S,. CL
R "1?2Pt1 N SO 1^iT t 1? Fcmc?- M o ra I
Sc c?E
` -- -l-g3
Y?'1CPL. ? i=?Tfo>>l OF
,Fo M i}i N C iZEE.IL CZo` 1 N
Sco,Z?E I"= 1:()„
T I?J?v?•?r ? ..- _.
S„ p 1 P FoiZLF- MPtiNS
oCr'-cc-dj wtv o: jb ptn N. U1
e 4
• .??,i4 s 'SEP. 2 2 1993
.1?r.r?',..IrwrYMT •
STATE Uf NUIt rii CAR01.I A ? T ,. ¢ ,' ,•' ::, f?
DEPARTMENT OF Tf?ANSPORTATIO N
jnnus d. I ILIN 1. ou It DIVISION OF HIGHWAYS SAM HUNT
Cil)VCIINpIt ?
P. 0. Box 748 SECRETARY
Ahoskie, North Carolina 27910
September 21, 1993 ;
Tyrrell County
SUbjert: Encroachment Contract - Iris tat lation of 2,000 LF of
two (2) each 8" sanitary sewar force mains in
"Tyrrell County.
Mr. William C. [tart-ell, Clerk
Town of Columbia
P. 0. Box 361
Columbia, North Carolina 27925
Dear Sir:
Attached for your tiles is a copy of a Right of Way
V:ncroachment Contract which has been properly executed.
This contract covers the following: Installation of 2,000 LF
of two (2) each 8" sanitary sewer force mains In Tyrrell
County.
This encroachruent is approved subject to the applicable
Special Provisions which are attached to and made a part of
the Encroachment Contract. Failure to abide by Special
Provisions can result in work stoppage.
Yours very truly,
C. 0. White, P. E.
DIVISION ENGINEER - DIVISION ONE
D. R. Conner, P. EP
DIVISION MAIN'T'ENANCE ENGINEER
COW/T)RC/ to
At 't a.
cc: Mr. ?. B. Williamson, Jr, (w/orlginal agreement)
Mr. U., R. Leggett (w/copy of agreement)

i,Ou t c $R 1209 t
L•C lAl. VROVj5tQ
TeIephone Na. 793-4568,
cr B. R. Leggett, tie can be
1. District bngiltie work.
Will be no ti, ledllt eforeFridaynfrorn 8;00 AM to 5:04 PM. '
reached Monday
Ole completior, of that,
2. Written notific;ati°?i °l4cn to Mr, B. R. Legg
encroachment will be g PO Box 928,
pistrict Engineer, Division of Highways,
plyniouttt, North Carol inn . 27962.
eeuted copy of l.hI Encroachment Agree ent will be
3 p x
p I resent at the construction site at al
construction..' The Divc,ss°evideHCehofyapprovalecanhbe ,
_ right to scot, work unl ,
Shown.
De,artinent of Transportation does riot guarantee the
4. ' p on this road, nor will it be respoiisible
rigltt of way
r
for any claim for damages brought,by any property owner
by reason of the i'nst,allatlon,
ubii,c'•will be warned of tine construction
5. The Crave I i,ng,' p
with signing that-,is in accordance with the latest
Manual on Uniform 'Traffic Control bevi,ces.
6. Two-way traffic shall b-c maintained at all times.
All materials and :cnSi"r1uct•ibn shad'l b'e"'td N.C. D.O.T.
Standards and Specifications.
8. Pavement will be repaired with material approved by the
Divislon of Highways and to a strength equivalent to the
existing pavement.
9. Nearest edge of cut 's,hAi 1 be a iriinimum of 10 feet from
edge of pavement.
earth areas disturbed shall be regraded aanaddreseeded
In aacordancq 10. All with Division of Htshways S
,
Specifications.
1 i . Sewer to be minimuln depth of 36 6iches . 1
12. The trench backfill'material to be placed at u maximun
6" loose layers•and each layer thoroughly compacted.
OF NORTH CAROLINA
-ROUTE NCSR 1209..-' PROJECT Columbia WWTp STATE
...:,,COOUNT COUNTY OF,
DEPARTMENT OF TRANSPORTATION "RIGHT OF KAY ENCROACHMENT AGREEIIEf{T
moo- PRIMARY AND SECONDARY HIGHWAY;
Town of Columbia
P. 0. Box-3
61
Columbia, k_.27925'
THIS AGREEMENT, made and entered "into this the • day of r I9
by and between the Department of Transportation, party, o.f the it;t part; and
the Town of Columbia party pf the s{ecott part,
WITN155ETHI
THAT WHEREAS, the party of the second part desires to encroach on the right of way
of the public road designated at Route NCSR 1209 is located from the'Green Street
intersection extending north out of town approx miaTe-ly. 21000
with the construction and or erection o 2,000 I.F of -two each 8" sanitary sewer '
force mains (PVC SDR 21)
WHEREAS, It is to the material advantage of the party of the second part'to affect
this encroachment, and the party of the first part In the exercise of authority conferred
upon it by statute, Is willing to pttrnlit the encroachment within the 11mits of the right
of way as Indicated, subject to the conditions of this agrepment;
NOW, THEREFORE, IT 15 AGREED that the party of the first part hereby grants to the
party of the second part the right and prlv(lege to make this encroachment.es shown on
attached plan sheet (s), specifications and special provisions which are made a part
hereof upon the following conditions, to wit:
Viet the Installation, operation, and maintenar.ee of the above described facility will be
eeotrplish4d in at-
eerdnnce with the party of the first part•e latest poll ES AND ROC. AND LITI 0 ON I WA
IG1rf9- .kAY, and such revisions And •sendteents then a be say an ? se o ? e 91-that syresaen An.
errs en se to these polleln arill ptoeedursa err b' obtelmad Eros the r1:1 10140A
ng1,na?r bs atptt Ytllitr Agent of
the party m;>••flnt part.
nut tits said party of the aicunj part binds and obligates himself to Install and maintain the anervech;ng
facility In such safe and Plotter eoodllion Mir it wilt riot Interior* with or endanger trivel epon sold hIzqhw4y, hnr
obstruct ner Inturfare will. tho proper et•lir.tenuncs thereof, to tetmintno if., party of the first part fat I I'eest
lheurred for Any ret(ain or aeinteneneo to Its roadways and etructurna noressary due to the tneiallstivo pM ea-
lotAnco of the focilitlea of the party of the second part, and it At any time the porty`of, the first pert shall
its uIra the removal VI or chin,/es In the lots Ion of the said facilities that the said ;+srtr of tb+ ot,eond part
I'll; nde himself, his succes sors and aaelgns, to ppromptly remove or alter as 1161,4 fecllUlas, 41. orde( te'geilform
to the said tequlrsoont, without any cost to th? party of the llrst part. - •••
that the pp.irty of the second part agleee to prevl.la during eonstrvetlon and any subsequent srlnten4nne proper
olgn• olgr.el light a, flegeen end other watnlhrl devic's for t a ptslnellen of traffic sn oonfotw4lic with tM lal'e?t
flanu 1 on L't.l or 7rnf fantral D?rl y%,sto 12 Ltrrela end 11.E wavehidDiriilon is o„urele /hats theists. In1er-
prlon dt o ., vo ru ea an r+ u at ono say Lt: obin qs Titi t gt patty of the first
11,61 Ilse petty of lha seennd put hereby agtot, la IIdemnily.and save harslees the party of the
Elves port
hoeell demdg,es and claims lot stu.dge that rvtr arise by resort of the lnstellat/on and 1641otenMee et Eh1,e 11.•
ts I've I.
That tits party of the second part 6gteee to reslare all areas dlsturbod during, Inetalletloe and maintenance
to the $Alto ocllen of this Division E1.glnear of thn early of ilia first part. The patty of the eeeonQ fart oggress
to 0settle* story ?easonahle provitutlea durlnq eotnstsuetfee and mnintehenee to prevent eroding of so 11,00tlng, or
pollution of rivers, ¦treeee. )ekes reoervoirs, other water impoundments, groupd surfaces et other pproyettyl gr
Collutlnn of the air, Tt.ort $hill be tompltenoe with applicable rules and tofulOtani of the forth C1ro11n4
Avision of Envlrenmentnl lbnyfcnenl, Nortb Carulin4 Jedltontetlon MAIrUl Coaemle01611 'And wll? efdlnsnaes ?nd
regulations of various sowntiaa, mugs 1pn01lina and other ulflelal 194netoa nlsling to pollvllon prsysnelr,n'ond
iontrol. Nhen any lnsla114tlon ur wllnteno, upon U." disturb& 11.1 Apround wtfae, And the existing grovhd Bever,
the party of the Attend lrt agroea to remove and rnpl4ce the sod of othervleo resstsbhah thr ? e egvor 4 M t
t!w satlAlactlon of the ?IvIsion Enyinnor of the party of the M AL past. t. t
11,61 "ha porly cf thu atcond (Art agrwoe' iO 646u" lilt- nctu.J soot of OnY•An-F.eation01 1-UH i64 corwharyalo---
!a• ns,roswr by Ifs) Divlslon Er.glnreT'O7 11.aiAtly o7 tl.t 4IFft past.
MitI the party of the secondpe rL a row lo'have $Available at the"constrvctlon site, at 411 iteea durtnq ton.
structlon, a espy of title egrsemuht show7p/ eridente of epprae4l by the :ty of tit+'lirst part, •'1111 P6 of the
(A rat Wit reserves Ihs fight to 44ap *At work unlohit rvidthce of appsovWal sari b shorn.
pruvldnd'the work r:unt•llnad In t1;14 agtee6autl Is, t` 11,1 performed an q tottpleted hlghray'epaA le irefflci the
pony of the ?utund v4it e•irwae to give wrltltlt not lea to {1.4 bivilloh tnglnser of the party of the first part
when all walk tootelnod berotn hAa been car.-telod, Unless epettflcatly requested by the party of the styes part,
v{Itten natfno of eomplotion of }•ork on htqw4y projecto under cpn?trust on vill,het be rJgvlyld., ,
That In the ease of nonroml.ll+nee with the terse of this agreement by the petty all the intend ppesrt, the party
of the first port re,orvan the rtgl.l to bier. 411 rust. until the facility 1.44 been brought 1.111 eempltanct of re-
:.Ivtd fsom the right of war aunt) teat to in t.uty of the first part. „
t„ 11x.1 It 10 0,flaty Ly L„l;1 gulfs lb,.t thAe egr.•omonl eheii Ie•;ot.w va;d If actual eon?lrllellen of this w,lri
lencumpl6ts.r hAretn ra het taeyw witntn and III year ;toe the oats Of authoriepttoe by Ilia rty of the brat part
unless writlurt weever to eeeurod by the patty of ll's aeeo?td pert Emig the party of the t&for Ito
" Durlrrf U•c r,vrfurehhct'PI this contract ths, eorp,td party, lilt Itself, Its •iolgnyoa and amc,ssiors to Interest
Iheralnaller J. .1 to 40 the "cantrt,t01"1, 49 reta 4d fallowat
a. Cor..11.1t4co Will, P•:?,lallona: Tito c•,nlr.rclur ah•il1 eonpiy with tits Refulatione Ieletive to nondlecrlmlo-
`ul i? n.licu ?lY--s%siil-e•1 pswir.d.a of the ti; :l. Deplttmtnl of Transportation. Title 49, Code of roderal
Riy-11's 401.0, hart 21, as they Will bu amunded lr0m time to t1hl. then inaft?r retorted to ae the paqule-
tlohsl, which ero herein Incoryofatttr by fnforenre end made a post o? this eentyvel.
FORK R/W 14.1 fa.lr ,111ty t , 14771
.. .
SEP-22-93 WED 8:40
P. 04

b. NNondlogrlrlnatlonl Ilia contreclor, w{lh ?eped !o i work
81a`crlnf'niie on`TIr6 grounder of late, If
color, ort netllone al orltllnrlnrth? byl!atlenlintiitintlen o} •ha11 net
Irselort lnc udl
lnqq proounnonto etlh r•t•r a1
16orl anrd'l 19ei96 of eoulpr6nt.M1166 cent aqle shall ne eubc°n•
ppoets •ltl;. r dl .at or the dlanatlon prehlblled a•etlh 1?,` of the Ao ?ertlel•
ltldlneMloymesywant proollee6 rectly when case cenlrect severe a pre0rere eel forth I pn qu • lent,
Or I1g1l,1iLn? (or r onlre tr ! lot nr ' Mpoadla A of the Aeowlellena.
???? >_.- LG__i{ J [suyrenn a sL14Itn je rt n?enIn •11 eelleltetlone
• tier by ,tor icCILTv bTiGllnV or neool ?`Ttlll pr?lu ty LCie con[ loot er weak lode
tonlreel, ine?udlnV procutewont¦ of 6inloelnla or 114666 of
c • of p1•r/orwd Vndor • cab.
•uppllar shall be notlfl•d by the eenlraetnr a? tti• onlr•elerri•rbl?p?tleniednd?t•thlt a?°?tilaie! .4the
Rw41•tlsne r•1•tlre to hendl6orlrlnetlon on l,o provnde of r•c6, to by. or n•llene •rld1N•
d, Inlo•wa;ieA anJ •r]erli! Ile rwnlrai?t shall provide alt 7wf9rwayIon •rd refte•ll reevlr 4 by I% atWgullllM), of /hfttlw{
/1 61 14tnt`Ihers o, awl x1.111 prrwll Keats to 11. awAt, rews, aecovnr/, ethrr Nvtsl d IoforNtlen, aM ht frtllllAt
e •+1• ?r etrrwlnel ?T.Ihs oerarlwewt of iNnspert&II" or In• rd•rdral NIgh.6y Ad•.fwhleslien U 1/ ?trlhent to a/lUlsln lsgllena
vIM wrh A)gwt01twt ar d1.011(va. rMra soy fwbrwalton regvbad 6f p tsweragNr le In tl.1 •+elrlta N/teelee'e•tM1Atr
uAe lalls sr refveat to of ap f., 1pr". Ia;.rlNlalee, (nf6rws and shell len, Ihs tool...... Iba11 is e6rUly to /Ae ben•)•sol of TragPrUtier; N the luer/t
NlgbsT AI•Inter.tlon lot (crib Mat offerlI it 1811 ¦dt to 44101% the IMa•sMo.
e, tsaclienl for Nonto••,1e•ter Ir Ihs evgni of thr tentrattsr'1 sancaolla.ss rllb IM MMisa lwitlen peellhM f IAII C9nUatt
e?.rl•ta n r•^IV••IilitA ,hall Iwpmo aveh eonl:act Sancti oa? ag it of the redotal I yy 6/•terwiha p
t?pr•pllala. iNtlv/lnpo but hµ Ilwlted to, II1gAwyneA,¦ slllr/ll•a
h) .Ith),ownt or NywenN to the eonvsttor wooer the Central twtJi the e•Nlraeter a¦tllel, o df/o?
(!l taaeel latlon, tsrmin.{lew of ewtp•ns ion of the t6ntraet, in .0,916 or In part,
r, Incurr?n?r silo. of r. swift r„sr lase tent,.. tA.ll 1711,• /At arevl• l tom of ptragraphf '9" IhIOwgA •f" Ia Beery pbtontract,
a ir. oletwre.aadti a maleelalt an/ Ien01 el ttrlpc.t, valeli re•pl Iy Ihs atgvlatler.l• 6/ dlrtetlvtl Ilwd Iurovoal
IA.rs u, Ihs cowl RtAr ?Aall Tate IwN •tllen wilA respeel to toy 1v6eaw Uatt N irety/e•ynl as tAe 0lpa 1:1:r11 sMtseplel T/aalp9ltallon
r tM fderal NlgMav AaN(n1eUa{ten r•y ,UKI a mam •f anlertlnp WCA parlllanl held lag unctlahl teltotel
?rorl/d, trwwer. IM t, In the wsAra tentrt{teesr bteeesl Involved (w, H It lArI01 a.N vIlbr Ilttgalan rfth a W/t9nlras 11
WoolI 1 n • ?6wit d weh 4 'A ifow, {h1 tanr•eler way 6.66 .14 lh6 Oeprt•oal d TNNIpel1011sr le sntN ilsrle 6 t1r •r
protest the Intortill ,hies of the of teat. ?oa, In NIIjlsn, ebs aan Ill ?)tlj•ltaa a
to peUSt Na g inuratl K IM VnIU1 {teat. IrsaUr My ?.R-Got the "1104 11et$ to Oettt m
IN WITNIZS WII&t]; I , each or the pal-Lies to this agreement has caused the same to
be executed in the day and year first above writteli.
DEPARTMENT OF TRANSPORTATION
BYl
DIVISION ENGINEM
ATTEST OrI WITNissl
TOWN OF COLUMBIA,
it ( I , t1l•bl•!
William C. Harrell, Clerk
WN OF COLUMBIA
4fj 4:?-( ,'L.lee, t
Geor a G. Owens, Sr.
Second Party
inlAge110N1
Inn. the appllesa it • a* go, lien or a municipal ley, this epra s¦awl rvtt Mve IM t9rpOrolo ne; fwd be 91101161 by IN
eerpgtl6n Kcra :try sr ?T Ih• swpowgrd City oil islal, Mi01l a welvp e/ sapsrat cal /n, all sttollos by iha 81trel?rY
or ay lho erye.rnd tlty alltafsl is on file 11, h• eelatgh oflltg of tha Son I' of IIgAt of Vol. In tM qse pnvlHl IN
tAll apsmenl for g•eewtten, lhs 06me of the eerporstleo or 6vnlClpsllly th3l bt typed above IM no" and title of all
?A'%") slg•iaq the egraseenl tl,9vId be typed directly bolo lhatr lla•glvrs.
1:11 egreswta1 r011 be steewpanle,, In the *to of an all.ttl..eet, by plant N drawi.gt showing the follrrlwr 6ppliseble.
I.r alleadr
!? All resasrg a.d r.pt_
1 Alghl et rty (lade, and have applicable, the control of ingm 11681
leeallen of the 4r11U.2 and/er p eroitl ewer01chwent
length, 1111 ,9811 type of one r001Mont
f. Method o/ Inrbllallen
{. el.t.110.1 11.,+1.9 the 4161anCe hew It's onervtlwenl Io tare 61 pvt.t.1, /bw 1/e 1, /tl vtl yr el, 110.
1. letatioe ?T :19:.,91 lvrveyy It.tfen .rwber. It ttell*" wwwbtr cannel al Ntalnd• agile. IMv11 ?e .h. ay 111•
dl14•8181 free ta•6 Idntlf Oresg pe t.l, svcA at I'r Ugr, roe,, (alenett ton, Ut, (t9 111161 Iw pgasat loo of the
Aneresth•enl pia., The Ogfr{wfnlh resbq plsnl way 6e flan tt Ihg ?ulw1 NlgAwst alrllies 61!181,, or at the
@letgh el(tts.)
Iratnsps strvtivres er bridge) If affected by tACreeehwenl (INV. vertical and Naritontot 11¦4"aloN) Ire, ?Ntrepth-
went to "well pert of strvcWte)
1. Nelhol d stwNd'at to drainers structure* er bridge$.
10, dsn0,ele aelgn
11. waaergreuAd vlttltle, the arph or bury vnder sit traveled la.9s, shwlasrs, ditches, sidewalks, qt,
It. tan an h. 1181 6.4 type of ant I
ee•st where rHwirel,
1 n voatrgrev/ crossings, nolatter as le ,had el araIfleg • beef.$ and )eN1A0. Men tee, fit.
it; O tocgllen of ve¦ll
fINI/Al attlV 6:1:1011 ,
A.
1. Any attseh"At to a Nlags 9r 81har dfalwage ltrvtlvre ¦rit ae spp.ovd 6" thrNttd of Itr v,ebn Oeslgm Is A8{slgh
pr.lcr le I Witten of lncrootle•thl 69ret•.rtl is the 111011o. tngloser.
1. All ere111:11 thould ha ?s rat sr H vmslale n.,"I le the atnl•.11ad6 it INC Alghway.
1. 011810+. vertles) tltaancel et w6rAdJ wire! and Coble$ aleva 611 to Jwatt amst conform to alesrtoget lot wt In
the N6U en61 llet!%.,,,T, T loft.
1. tnealewtals Ih.l1% "T edlteh Ilnt le oath lint to cut sections and 1• agreed tea of /lopa? In fill toilloal.
S. All rents Haul/ ht ulsadd to tAe right of war line or as elhoftlis reoelred by Ihg Ilperlaent.
All plot tnelit¦e.tl a to material 604 11,1.glb shell weft the Itondsral an, optillt•ilewl of tho aopest"Al,
?. A.y :Pahl pravls16.t or so*ciflestlenl se It the ?ert6r•.s.ts N the wort or IAe MMe, of.t9Mtrvallo. that 6Or
OaIvcA rryvirsl 1T lAe Onelass "?nt7 n s l ho.wwntlM?p t l sea/ hown M s ?cpengf is shall oltagNel to 1.98 Ma.t egraYYAI prevtdd last
Infergllen tm tr /rtwl. ra
1, tat eaparlmenl's Olvltlon tnglnecr should W given solieg by the applicant prler to 9tttal alsrlini of last0l•Ilea
1. .414 Is IN/ agreement.
SEP-22 93 WED 8:42
f Y
4 t ,
i
r
I 1
SEP-22-93 WED 8:41

100'
e o O?,•
QO???dn a l01Q
..
8. Acceptable materials for utilities under existing or propose
materials not listed will be referred to the State Design S4
Engineer'- Roadway Utilities Section.
a. Smooth Wall Steel Pipe meeting API 5L Grade B Specificat
b. Spiral Welled Steel pipe meeting ASTM Specification A-21
c. Circular Black Steel Pipe meeting ASTM Specification A-1
d. Galvanized Steel Pipe meeting ASTM A-120 Specifications
e. Ductile Iron Pipe - class 50 Min. Strength
f. Concrete Sewer Pipe - Plain and Reinforced Pipe meeting
of Transportation Standard with Rubber Gasket Joints
9. Reinforced Concrete Pressure Pipe, Steel Cylinder Type f
other Liquids meeting AWWA Specifications C-300, C-301 a
h. ADS (Acrylonitrile•- Butadiene - Styrene) Composite Sewe
meet ASIM D-2680 Specifications for Pipe sizes 8" thru l
D=2151 for Pipe sizes 4" and 6" for Laterals. ADS Sewer
be used for Domestic Sewagge only; also, P.V.t. Truss Pif
ASTM D-2321 which has to be specified by a registered Pr
In lneer.
i. P.&.C. (Polyyvinyl Chloride) Water Pipe (pressure only) -
(C-900}, SDR 18 (C-900) and SDR 21.
J. P.V.C. Polyvinyl Chloride) Sewer Pipe (Farce Main) SDR
SDR 18 C-900) and SDR 21.
k. P.V.C. (Polyvinyl Chloride) pipe (Gravity Sewer) SDR 14
18 (C-900), SDR 21, SDR 26, SDR 35, ASTM F 7040 ASIM F 9
and Schedule 40 and 80. `
1 V.C. ((Vitrified Clay) Sewer Pipe, Extra Strength meeting
Specifications C-100 with Factory Fabricated Joints meet
Specifications C-425
m. R.E. (Polyethylene) Plastic Pippe - SUR 1 meeting ASTM Sp
D-2239 and Plastic Tubing - 50R 9 meeting ASTM Specifica
for sizes 3/4" thru 2" only
n. Polyethylene Plastic Pipe (1119h Molecular Weight) and (M
Molecular Weight) SDR 11 meeting Plastic Pipe Institute
Designation PE 3408 and-PE 2406 in sizes up to 6.625" 0.
with a maximum operatingg pressure of 60 PSIG.'
o. Tyype K Copper Pipe meeting ASTM Specification.S-88 for s
thru 2"
Acceptable materials for utilities outside pavement shall be
above. Any materials not listed above, except asbestos ceme
SDR 26 fvr pressure applications will be permitted only in
limits of the right-of-way (as ciose to the right-of-way 1111
possible). Asbestos cement pipe will not be allowed inside
right-of=way. PVC SDR 24 pipe will not be allowed inside DO
right-of-way for pressure applications (water line, force ma
9. fire hydrants shall be of the break-away type and shall be p
minimum distance of 6 feet back of curb and gutter sections
ditch in roadway sections. Where there Is no ditch, the hyd
placed as far as possible from the pavement edge within riflh
outer limits. I
.. . , .
i)/70
.104P
e .
r
.
TemppWY Road Closure
(Not to Exceed 15 20 hfinut?
20 00' S
`t(200') 500' irPi)
?, ?SeE t •t ,, ''+•
(200') Soo' , _!
r 1
P. 06