20052054 Ver 2_Application_20080422

THE WOOTEN COMPANY
ENGINE EAING PLANNING AHCHIfECTURE
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LETTER OF
TRANSMITTAL
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PSI
DATE
April 16, 2008 JOB NO.
2393-S
TO: Mr. Kyle Barnes
Environmental Specialist III
NCDENR -Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
WE ARE SENDING: ®Attached ^ Under separate cover via the following items:
^ Shop Drawings ^ Prints ^ Plans ^ Samples ^ Specifications
^ Copy of Letter ^ Change Order Other: Permit
COPIES DATE NO. DESCRIPTION
3 PCN Application and sets of plans
1 Previous 401 Permit
Original 4/18/08 66184 Town of Ayden check in the amount of $240.00 -Fee
THESE ARE TRANSMITTED as checked below:
® For Approval ^ Reviewed ^ Revise and resubmit
^ For your use ^ Rejected ^ Submit copies for distribution
^ As Requested ^ Corrected ^ Return corrected print
^ For Review and comment ^
^ FOR BIDS DUE [ ] ^ PRINTS RETURNED AFTER LOAN TO US
REMARKS Please note this application is for an extension in permit time for the previously
permitted project which we have attached the permit. The previous project was
unable to be completed at that time because of funding and is now able to be
constructed . Please process as soon as possible.
SIGNED: r ~- • ~`~'~' G~~~
COPY TO: File Marie U. Peedin, P. E. : C~~
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Office Use Only: Form Version March OS
05- 2D54 V2
USACE Action ID No. DWQ No.
(lt any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) •-
I. Processing p A I• '
~~ T.
1. Check all of the approval(s) requested for this project:
^ Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
12
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), check here: ^
II. A licant Information ~ s_,
1. Owner/Applicant Information ~ ~ ~ 2008
Name: Town of Ayden ;,E~k . w~r~h ~,~,~,e
Mailing Address:__ PO Box 219 ~~~r'~~~'s^NOS?oRMws.~~=R;~~~~,,,h,
Arden, NC 28513
Telephone Number: (2521746-7030 Fax Number:~252) 746-7001
E-mail Address: amitchell(a~ayden.com
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:_ Gary Hartong
Company Affiliation: The Wooten Company
Mailing Address: 301 W. 14~' Street
Greenville, NC 27834
Telephone Number: [phone] Fax Number:.. [phone]
E-mail Address:~hartong(a,thewootencompan~com
Page 5 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Ayden Contract III -Wastewater Rehabilitation
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Pitt Nearest Town: Ayden
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): See location map
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): °N °W
Site °N °W
Boulevard Outfall 35° 28.155' 77° 24.712'

6. Property size (acres):
7. Name of nearest receiving body of water: Swift Creek
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/lh2o.enr.state.nc.us/admin/maps/.)
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: Existing Creek and ditch draining the Town of Ayden to
Swift Creek.
10. Describe the overall project in detail, including the type of equipment to be used: The
project is to be constructed using track excavators and rubber tire backhoes for installation of
the sewer mains. Rubber tire front end loaders will be used to back fill the trench. Mats may
be used in areas which are too wet to use conventional methods for construction.
11. Explain the purpose of the proposed work: The purpose of this work is to replace the .
existing sanitary sewer system which is infiltrating rain water into the wastewater svstem.
Once the new system is installed and accepted the infiltration and exfiltration rates shall be
significantly less.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. This is a new project.
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.
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,
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.
Page 7 of 13

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: Installation of new sewer main
and removal of the existing lines and manholes. The project area shall be restored to on ig nal
conditions once construction is complete.
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,
se arately list impacts due to both structure and floodin .
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)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
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, multi 1 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
Blvd St. Outfall UT Swift Creek Rip Rap Stabilization P 30' 30' 0.01

Total Stream Impact (by length and acreage) 30 0.01
Page8of13

5. 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 ma)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

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

Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 0.01
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 30
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., darY/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Page9of13

This pro; e~ ct replaces the old existing_line with new materials and the existing sewer main
connects with the Towns wastewater system at the lowest location which requires crossing this
stream..
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/strm gide.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.
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:
Page 10 of 13

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): _
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX.
X.
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 ^
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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Meuse Buffer )? Yes ® No ^
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
(s uare feet Multiplier Required
Miti ation
1 1200 3 (2 for Catawba) 0
2 800 1.5 0
Total 2000 0
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
Page 11 of 13

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%, please provide calculations
demonstrating total proposed impervious level.
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.
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 anafter-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
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:
The Town is providing sanitary sewer to serve existing property which has already been
developed.
Page 12 of 13

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).
~ OW N o ~ I ¢'Il~~t /~~-
.oQ
~' AppYicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

TOWN OF AYDEN
PITT COUNTY
NORTH CAROLINA
WASTEWATER REHABILITATION
CONTRACT III
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STEPHEN W. TR/PP
COMMISSIONERS
LEONARD GIBBON
LOUISE PR/TCHARD MARYALICE DAVENPORT
GLORIA D1XON DONALD SKINNER
TOWN MANAGER
ADAM G. MITCHELL
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PROJECT AREA
DIRECTOR OF PUBLIC WORKS
ROBERT SUTTON
THE WOOTEN COMPANY
ENGINEERING I PLANNING I ARCHITECTURE
301 West 14th Street Greenville NC 21834
252.157.1096 faz 252.157.3221
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A ~ . AYDEN NORTH CAROLINA
N ~ ~ AYDEN-CONTRACT III
I "' ~ ~ ~ ~ WASTE WATER REHABILITATION
~ ~ THEWOOTENCOMPANY
LOCATION & LEGEND FNNIYEERINNIIIRNNIYNIRRCXITECTNRE
't 120 NRIN BgINn 7gexw BNIeiBA NC 17603-1423
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NOTE: CONTRACTOR TO REMOVE AND REPLACE ALL
A LNNEW MANHOLES TO BE 0 DIAMETER ®LANS.
ALL SEWER SERVICES SHALL BE REPLACED TO
THE RIGHT OF WAY. WHERE SERVICES HAVE LESS THAN
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CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
BYPASS PUMPING DURING CONSTRUCTION.
ALL MANHOLES AND PIPES SHALL BE PLACED
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BASE FLOOD ELEVATION = 41.00
CONTRACTOR IS TO PATCH EXISTING PAVEMENT
PRIOR TO RESURFACING ENTIRE ROADWAY.
MIN. SEPARATION BETWEEN WASTE WATER MAIN AND
STORM WATER MAIN IS 24'. IF THE CLEARANCE CAN NOT
BE MET THE SEWER MAIN SHALL BE INSTALLED WITH DIP.

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~ ~ I I1 1 f 1 TO RIW I IIIE i VE EX. MH) ~ 1 ~ I IaS
~` / / ~ ~ I I 11I LONG SIDE SERVICES TO BE BORED I1 11 ~ a~ b, 1 P~ ~ I I ,~
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I IN MH 2 IS I ~~ tR" jdl ~ 363' d B.00' PVC
48'd6.00'PVC 1 ~1 /^ ~ ,a1 RIM lev=50.15 ~ ' MHP3LACE 1 11 I I MH4 ~ 264'd6.00'PVC R~.1 Elev=60.73 I I
I ) $~ 1 ~~ 1 ~ ~ RIM Ekv=60.83 1 1
1 / ~' 163' de.o6• Pvc ~ ~~ ~ RIM Ekr = eo 36 ~ ~ I 1 I I
1 ! I pk~7J117jJ1 (NEW) MH 1 TEMPORARY N TRUCTION EASEMENT 350' d 8.00" wC I i 3B3' of B~ P/C 1 I
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NOTE: CONTRACTOR SHALL SHALL REMOVE EX. MH
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SEWER USING A FLEXIBLE CONNECTOR

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n SANITARY SEWER TAP AND SERVICE 7 ~ e
7 NOi i0 SCALE
7
NOTEt DO NDT PUCE CIECN GAYS N LNE STREAMS,
YlNisltl AYERACE ILIpIT
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I ~ NEW SEWER MAIN
I~
PLAN
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2' YIN.
AS NOTED ~O NEW SEWER MAIN
SEWER MAIN CROSSING UNDER WATER MAIN
{ NOT TO SCALE
ROADWAY
END SEAL STEEL PIPE SUPPORT
GASKET (SEE SPECIFICATIONS)
(TYP.)
~-STEEL ENCASEMENT
NOTE: PIPE
ENDS OF CASINO CAN BE SEALED USING MODELAC PULL-ON
END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT
SYSTEMS, INC., OR APPROVED EQUAL IN LIEU OF CONCRETE
FILL
PROFILE PLAN
MECHANICAL JOINT PIPE
{• YIN
-~ •.• .;.
5' FROM
FILL SLOPE _
~ STEEL ENCASEMENT DETAIL
A NOT TO SCALE
t
BRICK
MASON
'•~ '• CONCRETE FILL
., 8,.
~'. ! ~'.
SECTION O<' MASONRY SECTION OF CONCRETE
QUAN TITIES
PIPE
SIZE YARD3
NOTE: EITHER BRICK MASONARY OR
12' .028 CONCRETE MAY BE USED.
75. 045 CONCRETE BRICK MAY BE USED IN LIEU OF
CLAY BRICK. JUMBO BRICK WILL BE
t8' .085 PERMITTED.
24' .118
30' iB2
38' .282
+2' 358 ON
C
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ELD FLAT BAR TO BEAM ~!
3e• x31e• / SECTION
EELEEL PLAT 6A 11T e"66TTOM
I'•0' CENTERS
SET ABUTMENT BACK
FROM NATURAL STREAM
EDGE A MINIMUM OF 5'
I {' ac.
BEAM TO BE
PPIMED ANO
COATED WITN
COAL TAR
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FIN. GRADE ~

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REMOVE TOP
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ABANDONED EX. DRAINAGE STRUCTURE
A N.TS.
STREAM
CHANNEL SECTION`PROTECTION OVER NON-WOVEN
FILTER FABRIC
1t 22.5"OR 11.2Y
BFNL6 AE NECCE9ARY
STAINLESS STEEL II
ANCHOR BOLTS
314'x18'
~ K4 REBAR (VERTICAL) ®iB' O.C.
3'-0' -~ K4 REBAR AT 14' OC (HORIZONTAL)
SECTION A-A 1+ CONCRETE TO EKTEND 8' OUT OF EACH SIDE OF FLANGE.
2. ANCHOR BOLTS AND STRAPS TO BE GALVANIZED AND HOT ASPHALT DIPPED.
(a1DETAIL BRACING FOR CHANNEL CROSSINGS
{ NOT TO SCALE
FINISHED
GRADE
PIPE MAY NOT ENTER
MANHOLE THROUGH CONE
SECTION OR JOINT
TEE
:•
PIPE
' SECTION
' BO" BEND
47ty
T_ ', ~.: •. BASE
CONC ENCASEMENT
12' STONE BAS~000 PSI
N0~ SCALE
NOTES:
1. TO BE CONSTRUCTED FOR DROP3 OVER 30'.
3. APPROVED PRECAST DROP AUNHOLE3 MAYBE USE[IF THE MAIN LINE IS ABS OR PVC
5 OUTSIDE DROP MANHOLE
{ NOT TO SCALE
FWBN TYPE
LLEANOUT CAP C.I.
~ METER BO%
GUTTER TO BE INSTALLED I COVER
CLEANOUT TO BE BET INI9X
8' BELOW FIN, OMD
~ ' GRADE
E~
COM
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MIN 7 CIFAMNCE OR
~U6E OIP 6ERVICE PIPE
90' BEND FLUBX TYPE
cLEAxom cav
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SCX.IB PVC DWV
SEWER '
CURB ANp GUTTER TO BE INSTALLED
ClEANOUi TO BE SET INIBN
SERVICE PIPE AT I%MIN PAVEMENT
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B'BELOW FIN.GMDE ORAOE
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~~~~
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RAI eERVItE PIPE Ai 1S MIN
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NOTE'.
t37 STONE TO BE INSTALLED
UNDER SERVICE PIPE
NOTES:
1. SERVICE LINES BETWEEN to FEETANO 20 FEET IN DEPTH SHALL REQUIRE CLAB81
BEDDING FROM A INCHES BELOW THE SERVICE LINE i0 A INCXE6 ABDV! TXE LINT.
2. SERVICE LINER GREITER IXAN 20 FEET OR LEBB THAN 3 FEET IN pEPTN NUBT BE
DUCTILE IRON.
[71 SANITARY SEWER TAP AND SERVICE
{ OVER AND UNDER STORM SEWER LINE
NOT TO SCALE
PAINT TOP OF CONC. AND ALL PIPE NOT ENCASED BY FOOTING ~.
WIBMIL. SAFETY YELLOW
8' STANDARD STEEL PIPE ,t~.
SMOOTH RADIUS CONC. FILL r 0.322' WALL THICKNESS ;y
COST TO BE INCL. IN I, ~~CONC. FILL
LUMP SUM BID PRICE ..;
FOR MANHOLE
FIN. GRADE
...•
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~~..' ...~~ m iN
CONC. FOOTING ; ~-.; °
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4' DIA. MIN
STANDARD PIPE BOLLARD DETAIL
{ NOT TO SCALE
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