20090279 Ver 1_401 Application_20090309

McDAVIDAssoCUTES, INC.
INC. Engineers • Planners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • Fax [phone]
E-mail: [e-mail] E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 Goldsboro, NC 27533
March 17, 2009 -- () 2 9
Ms. Cyndi Karoly
Wetlands and Stormwater Branch
401 Oversight/Express Permitting Unit
NCDENR-DWQ
1650 Mail Service Center
Raleigh, NC 27699-1650
SUBJECT: Additional Information Request
Contract No. 126 - Well 9 Raw Water Lines
Eastern Wayne Sanitary District
Wayne County, NC
Dear Ms. Karoly:
Attached please find the following items:
1. Completed Preconstruction Notification Form including Agent's Authorization Letter
(two copies)
2. Associated Plan Sheets (two copies)
3. Copy of "No Practical Alternatives" Request Letter Dated March 4, 2009
4. Copy of DWQ's Additional Information Requested Letter Dated March 11, 2009
Thank you in advance for your prompt review of these items. If you have any questions
concerning this, please do not hesitate to call me.
Sincerely,
McDAVID ASSOC S, INC.
1%
F. Tynda Lewis, P.E.
Goldsboro Office
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ? No
2. Project Information
2a. Name of project: Contract No. 126 - Well 9 Raw Water Lines
2b. County: Lenoir
2c. Nearest municipality / town: La Grange, NC
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: N/A
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable): Eastern Wayne Sanitary District,
3d. Street address: 104 South Center Street
3e. City, state, zip: Goldsboro, NC 27533
3f. Telephone no.: 919-731-2310
3g. Fax no.: 919-734-5994
3h. Email address: [e-mail]
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ? Other, specify:
4b. Name: F. Tyndall Lewis, PE
4c. Business name
(if applicable): McDavid Associates, Inc.
4d. Street address: 109 E. Walnut Street
4e. City, state, zip: Goldsboro NC 27533
4f. Telephone no.: 919-736-7630
4g. Fax no.: 919-735-7351
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: F. Tyndall Lewis, PE
5b. Business name
(if applicable): McDavid Associates, Inc.
5c. Street address: 109 E. Walnut Street
5d. City, state, zip: Goldsboro, NC 27533
5e. Telephone no.: 919-736-7630
5f. Fax no.: 919-735-7351
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: 35.15 N Longitude: - 77.49 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Neuse River
proposed project:
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Neuse River
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Project area is within NCDOT rights-of-way. Land uses in vicinity of project include private home sites and agricultural
use.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
0
3d. Explain the purpose of the proposed project:
Proposed water lines that will convey raw water from a well to a point of tie-on to an existing water line that conveys raw
water to a water treatment plant.
3e. Describe the overall project in detail, including the type of equipment to be used:
Project consists of approximately 11,000 LF 12" raw water lines. Backhoes and trenchers are the primary types of
equipment used to install proposed lines.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ? Yes ® No ? Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
hi ? Yes ® No
? Unknow
t
s project (including all prior phases) in the past? n
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
? Wetlands ? Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - or
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
- Permanent
(P) or
Temporary (T) 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose of 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5L Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) impact Stream name mitigation (square feet) (square feet)
or Temporary required?
(T)
B1 ? P ® T Water Llne
Construction UT to Neuse River ® Nos 0 88,500
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 0 88,500
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed water line was moved to the opposite side of the road to mitigate impacts within buffer zone.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Conscientious installation methods will be utilized during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this project? ? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Project involves the construction of water lines and diffused flow is not ? Yes ® No
applicable.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? EA ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project does disturb over one acre of
land but is not located in one of the twenty coastal counties and project area does not drain to outstanding resourse
waters.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Lenoir County
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
4a. Which of the following state-implemented stormwater management programs apply El HQW
? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes ? No
letter.)
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
N/A
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ? A
h
ill
ev
e
s
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?

F. Tyndall Lewis, PE March 17, 2009
Applicant/Agent's Printed Name Applican Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page l l of 11
PCN Form - Version 1.3 December 10, 2008 Version
I hereby authorize F. Tyndall Lewis to act as an Authorized Agent
for subject Contract No. 126 - Well 9 Raw Water Lines, Eastern Wayne
Sanitary District.
&C---
Eddie Coltrain, Wayne Water Districts Manager
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16 DIP Class 50 Slip Joint Water Line EXISTING m f As halt 2ooRVeAt.T I Sta. 18t29, 175'Off CLRd. ~
w 5 Min. Fro Edge 0 p yoZet W ( I2" PVC, SDR 21,200 PSI Water Line Sasser 5' Min from Edge of Asphalt Road
~cr. I I 01flT 2:' CGNf,. URNE
/ I30g ~Fiti E
/ 8t 6g
NCSR 131 35398 066 I Paul Smith
BULL TOWN ROAD ACCT
2777
17198
r- NCSR 1317 ~ 53988
xlti:~~ SIN RoA®
( Dir. Rocl~ }
I ~ ~ I
i
EXISTING
12" PVC, SDR 2 I , 200PSI Wafer Line -
~ ~ ~
_ ',u~ i r•.,, 3 w
it ti 5.. ~ ~ ~ 5z.s2 PROPOSen
Over Head Poa~or Llnes 4 EA l2" 45° BEND, Di
r' ~ r PROPOSED ' l ~L h - ~ ' ~`I RA ti ' „ tR LiwFi f I EA 12" GATE VALVE ~
PROPOSED 60'R/W BARV 7 1 „ _ ~~!IPllh I Iti FROM EDGE OF PabEMLNT ~ & BOX ~ ~
' t EA 12" GA?E VAL VE a BOX o NCSR 1002 fNC 903) 20' Asphalt Asphalt NCSR 1002 tNC 903) (f}~I o
~ WOODS LINE 5' INSIDE R/W WOODS LINE 5' INSIDE R/`N - _r-~w ~ ° o
o - t0 AWL RWL RWL WL RWL flW
m - - - - - - - z - - w - - - - - - _t-- z
J _ _ _ EW---------- ~ - - - - ~ - - - - - - E _ _ ~ ar
U - _ ~ Tz° I EA. f2" Gate Valve $ Box s° cans a
a t I EXISTING ~ Sta. 40 6 I EA 12" Gate Valve 8 Box 12" PVC, SDR 21, 200 PSI Wafer Line Sta. 58 t 82.7 , 15.7' Off ~ Rd.
14.8' (1ff ~ Rood 5' Min From Edge of Asphalt Road ART ( I EA. 12"x 12" Tee , DI = 59t18
ZONE 2 RIPARIAN BUFFER ~'akwQA1H ~ ZONE 2 RIPARIAN BUFFER caavEt. I EA. 12"Gate Value $ Box faaw Qa~w
5'L~44 Sta. 591 20.5 , 15.T Off CL Rd.
ZONE C RIPARIAN BUFFER AT$T Fiber Telephone C able ZONE I RIPARIAN BUFFER EXISTING 5s~ 4
SCS BLUE LINE STREAM
SCS BLUE LINE STREAM
PROPOSED ~
2 EA RIP-RAP
GRAVEL FILTER " CHECK DAMS
esaz :MATCH 8~ [ o f6 ~A/
24" RCP DRAIN LINE 3'; GROUND COVER
Pft(iuUS~-L - B Sta.7lt96 4®`c?`~~ AF:, a~ ~ i° @Q also
12" PVC, SDR 21, 200 PSI RAW WATER LINT. MINIMUM FROM EDGE Of PAVEMENT ~IZ3 ~ Off ~ Rd. SEAL ^ n~~~ e SEAL m e~ ~ 1972 ~b\~~ ~ a '469 z
20 Asphalt i o ! Sta. 72 140.5
o NCSR 1002 (NC 903) P e .9 ~ ao o°~° V • a ` i; "d' ®®®®o'~GINEEP®°e
o -RWL ,
RWL - w - - - - - - RWL _ _ ~~'~~,'I ~f ll Eri t,1t,~°', ®ss°eaafe>yN DAt~®~,®a®'°
z ~ - - - - - - - U- EW suureu+' EW
_ _ ~ v' S' t c s EXISTING Pro ids it Fen e - REVISIONS
g EXISTING ! EA 12" Gate Valve & Box EXISTING 12 EXISTING 12" PVC WATER LINE
I VCS S W e ! EA 12"x8" Tee, DI 2 P DR 21, 200 P I of r Line ~ CONTRACT NO 3 60' R/W 5' Min From Edge of Asphalt Road I EA 12" Plug DI
8" G to Va ve EXISTING o I B Box
ONE 2 RIPARIAN BUFFER 3EA 8"-45° Bend, DI (For Ditch Crossing) IOOt LF 8" DIP Class 50 li Joinf Water Llne I
ZONE S RIPARIAN BUFFER ~ S p I EA 8"xo" Reducer, D:1. NTRACT N0.3 42 RCP I I EA 6" Plu , DI END CO
~ 9 _ <«24
SCS BLUE LINE STREAM C ( Well Site NCSR 1002/NC 903 -RAW WATER LINES
No.2 27.5' i
CONTRACT N0. 126 - ~IELL 9 RAWWATER LINES
----------J 2008 RURAL CENTER PRQJECT
i r n -r r n® I~ n r n~ i a l r- fl A l I T A r`s rl I C"~ T f'1 1 T
x3 CHb 1 CKIV VV/-\Y IN t- JHlVI I HK Y UIJ I MII.> I
of 3 MATCH
G 8° LINE ~ va wE WAYNE COUNTY NORTH CAROLINA
EXISTING
T 8 DtP INSTALLED OVER
42" RCP WATER LINE INCASED IN CONCRETE. c I ASSOCIATES, I ,
~i Engineers ® Planners ® Land Surveyors
z Formville, N C ® Goldsboro, N.C. INC.
z DWG. BY 7AL mrl SCALE I" 100' DATE JANUARY 16,2009 SHEET 3 OF
n / = 7

2'
3'
3'
W PROP O~ ED
N p R 7_H__ _ _ 15' 2 EA i?_" 45° BEND, D{ _ _ _ NC 903
REMOVF: EXISTING V2'" P+_UG AND TIE INTO EXIST"ING
l2" PVC, SDR 21, 200 PSI WATER L{NE
-W - --RWL---
MATCH
LINE 2 3~EXISTING 40 LF 20" DRYBORE WITH 20" STEEL CASING, 3 MINIMUM THICKNESS 0.250" AND 12" PVC,
WELL SITE SDR 21, 200 PSI RAW WATER LINE
8' 5' 3 EA Iz'' 90° BEND
I EA 12"X12"TEE 14' I EA 12" GATE VALVE $ BOX
ZONE L RIPARIAN SUFFER ZONE 2 RIPARIAN SUFFER PROF'DSTG , ® I EA 12" PLUG
- l ~ r , C;', _ , , ~ ZONE 2 RIPARIAN SUFFER I EA 12" X 4" REDUCER I EA 4" GATE VALVE B BOX
r„ ~ na~ . Existing Existing ~ ~ ZONE l RIPARIAN BUFFER ~ ' " - EXISTING , ~ 12" PVC-SDR 21-200 PSI Wafer L1ne
12~~ V117ter Line 12"Valve =Sta. 7I t96 = Sta.Ot00 I 60~ R/W ~t ~ I 17.3' Off CL Rd. 20 Aspn~i 5' Mln. From Edge Of Asphalt Road
PROPOSED ~ Existing EXISTING 4" PVC, SDR 21, 200 PSI POTABLE W/L
Existing 12"x 12" Tee 'i - t EA 12" 'v"A~~ E VA's ~ t- ~ BOX Sta. 72 t 40, 5 = Sfa. Ot44.5 ~ N . C. 9 0 3 ~ I Ea. 12~~ Plug , D I 15' MINIMUM FROM EDGE OF PAVEMENT o O
~iEL ~ R W - - - - - - - - ,fi ' 2 Ea. 12~~ Gate Valve B Box ~ _ _ R/W o
S~WL ~~RJv ~ _W ro ®RWl_ RW
_ _=21+10 - W - Z ~
EW----µ---M--------- - EW EW------_-------------------- EW _ - - - - - - W- - _ f~WL - EW =
R~w S1LZ ~ T ~ ~I~LL7~1 l-1 _ _ .Ll_1_L1_t.1~12~~'VALVE R/W ~
~ Existing Existing ~ I Ea. 12~~ Gote Valve 8 L;cx 12~~ PVC-SDR 21-2~ PSI Water Line 17! LF NC 903 N O T E- Q so.sa LP ~ ,vcsR lsia i Contractor Removed ~
~ I ~ I Ea. 12"x 8" Tee, DI 5' Min. From Edge Of asphalt Road I I Existing 12" Plug To SCS BLUE LINE STREAM I lie-in to Prop. 12" W/L
~ ~ ~ I Ea_ 12" Plug, DI 12" VALVE
~ r_I-, ~ I Ea. 8~~ Gate Valve a Box SCS JI 3 Ea. 8 - 45°Bend, DI (For Ditch Crossing) SCS BL UE LINE SCREAM SCS BLUE UNE STREA4~ I zI! LP NC 903 EXISTING EXISTING ~ I ao.sz LF ~ NcsR Isla 40 LF 10" DRYBORE WITH 10" STEEL CASING, 12" PVC, SDR 21, 200 P81 WATER LINE
100 t LF 8 DIP, CL 50 Slip Joint Water Line I I 1z° vALVE MINIMUM THICKNESS 0.188" AND 4" P`1C, CONVERTED TO RAW WATER LINE 60~ R/W- ~ ~ ~ loe'ss' LF ~ Nc 9os SDR 21, 200 P51 WATER LINE
~ ~ I Ea. 8~~ x ti~ Reducer, D I ~ exisriNC I Ea. 6°Plug,Dl 1a.~s: LF ~ NcsR 13!a 3 EA 4" 90° BENDS i
WELL S17E ( j I Existing I EA12"X4"TEE
NCSR 1314 j 12~ PVC-SDR 21-200 PSI I EA 4" GATE VALVE $ BOX Wafer Line 2 EA 12" PLUG
~ I
I I
MATCH
LINE B
~ i c-' ~ -
~`;.r.<
N p R7H r
EXiSTMiG
S ~ X05 ' ';^liTr: 242 L. ss;,vG w~T~ z42 LF s° HDPE, NCSR 1311 WATER LINE INSTALLED VIA
1PS, SDR 9, 200 P51 WATER LINE INSTA HORIZONTAL DIRECTIONAL DRILLING AI -TONAL DRILLING AND 108 LF
4" DIP, CLASS 350, MJ WATER LINE WI RINGS INSTALLED VIA OPEN-CUT. MJ WATER LINE WITH GRIP IA OPEN-CUT. 60~ R/W
EXISTING ~ EXISTING EXISTING EXISTING ~ RIP -RAP 2 EA 4 GATE VALVE $ BOX I
RIP -RAP RIP -RAP GRAVEL FILTER GRAVEL FILTII;R I EA 4" X 4"TEE ~ I ~ I RAVEL FILTI'R I EA 4" PLUG i 20~ Asphalt
CHECK DAMS 45t60 CHECK DAM'S CHECK DAM'a EXISTING 53+95
EXISTING I 4" PVC, SDR 21, 200 PSI WATER LINE a° vALVE 15' MINIMUM FROM EDGE OF PAVEMENT 20 LF ~ NC 903
4" PVC, SDR 21, 200 PSI WATER LINE EXISTING ~ i ( 19 LF ~ NC 903 /NCSR 1312
15' MINIMUM FROM EDGE OF PAVEMENT 4" PVC, SDR 21, 200 PSI WATER LINE 15' MINIMUM FROM EDGE OF PAVEMENT I. 20~ Asphalt I ~ EXISTING a° vALVE 'i ~ 12" VALVE 20 LF ~ NC 903
0 zo' coNC. 0 I4! LF ~ NC 903 I5 LF ~ PiG 903 /NCSR 1312 I26+_ LF ~ NC 903/NCSR 1312
R W N. C. 9 0 3 TEL DR. - " N. C. 903 07EL R/W
- w W-
W _ - _ -r+- - - -4- z - ~•1 _i_ =52136 _ _ _i ~=59+85 ~,v® ~
~ -RWL EW -RWL EW --RWL EW --RWL EW RWL EW --RWL c~- NL ~ EW -P2WL EW
48175 rEL EXISTING R/W 36"CMP Df?AlN 12" VALVE
Q 4' r G/c EXISTING zz± LP NcsR 131z
2 E0. 12~~-45° Bend, DI 74! LF ~ NC 903 ' I VALVE BOLT RODDED TO TEE 2 Ea. 12" bate Valve a Box I J 22s LF ~ NcsR 1312
60' R/W EXISTING I Ea. 12"x 12" Tee, DI I 31 aaz LF ~ rNrER.
32" PVC, SDR 2i, 200 PSI WATER LINE CONVERTEC TO RAW WATER LINE Exisr 1 Ea. 12" PI ug , DI , I Nc 9o3/NCSR 1312
EXISTING wiL iNSraL 12" PVC, SDR 21, 200 PSI WATER LINE roP of cti Ex1sTiNC I Ea. 12" - 90° Bend, DI ~ 60~ R/W w/LINSTALLED OVER
CONVERTED TO RAW WATER LINE 70P Of CMP DRAfN 3
ExISTING W NCSR 13 12 4° Pvc, sDR zl, zoo (Alice Warters Rd.}
PSI WATER LINE
EXISTING 12" PVC, SDR 21, 200 PSI WATER LINE
a~vALVE CONVERTED TO RAW WATER LINE 15 LF NCSR 1312
102 LF NC 903 /NCSR 1312
~i '~:li 'r, .i~,,;,11 i 'iiii,
Jeri'` ~ ~o~ c_ ~ _ - ~
,,M , , ~~~L ti' i r
`~l1~~~~~~1+1` ~~11f: tl, i,,t1
REViS10NS
NCSR 1002/NC 903 -RAW WATER LfN£S
CONTRACT N0. 126 -WELL 9 RAW WATER LINES
L 2008 RURAL CENTER PROJECT
~~c-r~Rnl 1n!®Vnl~ ~L1nlITARV f11~TRIrT
I_ l x V 1 1_ I x 1 14 9 B I N I i 'I L- I I N I I I I I x a v i v .
WAYNE COUNTY' NORTH CAROLINA
® cD I ASSOCIATES, I NC.
Engineers e Planners@Land Surveyors
INC Farmville, N.C. ® Goldsboro, N.C.
DWG BY FTL / mrl SCALE " .100' DATE JANUARY 16, 2009 SHEET 4 OF 7
_ - _ _ - _ ~ _ _ - ~ - - - 6 EWSD CN. 54 SHEET 5 OF 12