20230268 Ver 1_ePCN Application_20230214

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process? *
Yes
No
Is this project a public transportation project?*
Yes No
Change only If needed.
Pre -Filing Meeting Date Request was submitted on:
2/14/2023
BIMS # Assigned * Version#*
20230268 1
Is a payment required for this project? *
No payment required
Fee received
Fee needed - send electronic notification
Select Project Reviewer*
Zachary Thomas:[e-mail]
Information for Initial Review
la. Name of project:
COURTESY COPY 7808 Oakville Driveway
la. Who is the Primary Contact?*
Bryan Harris
Reviewing Office*
Raleigh Regional Office - [phone]
1b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
2/14/2023
Nearest Body of Water
Little White Oak Creek
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
35.6851
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No
Longitude:
-78.9210

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lh. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
Id. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project? *
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
MEYERS, BRADLEY MEYERS, ERIN E
2b. Deed book and page no.:
BK 019042 pg 01860
2c. Contact Person:
Bradley Meyers
2d. Address
Street Address
7012 OAKVILLE LN
Address Line 2
City
NEW HILL
Postal / Zip Code
27562
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NC
Country
USA
Yes No
Yes No

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Bryan Harris
3b. Business Name:
3c. Address
Street Address
5112 Bur Oak Circle
Address Line 2
City
Raleigh
Postal / Zip Code
27612
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Nate Mullins
4b. Business Name:
B Quest Homes
State / Province / Region
NC
Country
USA
3e. Fax Number:
4c. Address
Street Address
2608 LISSA JON CT
Address Line 2
City State / Province / Region
RALEIGH NC
Postal / Zip Code Country
27614 USA
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
New Hill
2. Project Identification
2a. Property Identification Number:
0720347137
2b. Property size:
5.23

2c. Project Address
Street Address
7808 Oakville Lane
Address Line 2
City
New Hill
Postal / Zip Code
27562
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Little White Oak Creek
3b. Water Resources Classification of nearest receiving water: *
C
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040102
4. Project Description and History
State / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
Sparsely wooded area with a non defined natural swale collecting over 50 acres of drainage.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
120
4h. Explain the purpose of the proposed project: *
The access is narrow as this is a flag lot and will need a driveway access to build house and provide access to the residence.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
There is already a 42" pipe (open ended) that crosses this swale and we will be removing this pipe and replacing it with a 60" RCP with headwall
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
Comments:
No G Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project? *
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary

la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Neuse
Catawba
Goose Creek
Other Cape Fear
Tar -Pamlico
Randleman
Jordan Lake
Buffers
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Crossing
P
TRIBUTARY TO LITTLE WHITE
OAK CREEK (BASIN 26, STREAM
9)
No
2,750
1,439
Crossing
T
TRIBUTARY TO LITTLE WHITE
OAK CREEK (BASIN 26, STREAM
9)
No
117
0
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Staying under 1/1- of an acre
Zone 1
117.00
Zone 1
2,750.00
Zone 1
2,867.00
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Zone 2
0.00
Zone 2
1,439.00
Zone 2
1,439.00
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Using headwalls to limit width of impact
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Will use Tree Protection Fence/Silt Fence to protect down stream impacts
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Driveway crossing is authorize per GS 15A NCAC 02B .0714
F. Stormwater Management and Diffuse Flow Plan (required by DWR) O
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
No required as it is already channelized
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No

2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality? *
Yes No
3b. If you answered "no," provide a short narrative description.
This is a single family lot
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project? *
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts? *
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
https://www.fisheries.noaa.gov
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat? *
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
https://www.fisheries.noaa.gov
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 status? *
Yes No

7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
https://www.fisheries.noaa.gov
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
Yes No
8c. What source(s) did you use to make the floodplain determination?*
https://fris.nc.gov
Miscellaneous O
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Plans - Impact Map - Oakville - 2023-02-13.pdf
Plans - Oakville Flood Study - 2022-10-11.pdf
File must be PDF or KMZ
Comments
1.16MB
10.12MB
Signature O
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Bryan Harris
Signature
Date
2/14/2023

310-
300 -
290
6+00
N.C. UNDERGROUND UTILITIES
•
3 DAYS BEFORE DIGGING CALL
TOLL FREE 811 or [phone]
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
DRIVEWAY PROFILE
TRIBUTARY TO LITTLE WHITE OAK CREEK (BASIN 28, STREAM 9)
INTERMITTENT STREAM IN THE CAPE FEAR BASIN
IMPACT TABLE FOR DRIVEWAY CROSSING
PERMANENT ZONE 2 = 1,439 SQ. FT. (0.033 AC)
PERMANENT ZONE 1 = 2,750 SQ. FT. (0.063 AC)
PERMANENT STREAM = 0 SQ. FT. (0.000 AC)
TOTAL PERh1ANENrrN,PACT= 419RS,Q. FT (0.096A1)
TEMPORARY ZONE 2 = 0 SQ. FT. (0.000 AC)
TEMPORARY ZONE 1 = 117 SQ. FT. (0.003 AC)
TEMPORARY STREAM = 0 SQ. FT. (0.000 AC)
TOTAL TEMPO,PARYIiL1PALT= 117SQ. /-T (0.003AC)
PERMANENT WETLAND = 0 SQ. FT. (0.000 AC)
TEMPORARY WETLAND = 0 SQ. FT. (0.000 AC)
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SITE SPECIFIC NOTES:
1. THE ENGINEER IS: JOHN W. HARRIS, P.E. CONSULTING ENGINEER INC,
5112 BUR OAK CIRCLE, RALEIGH, N.C. 27612; [phone].
2. THE SURVEYOR IS: STANCIL & ASSOCIATES, 98 EAST DEPOT ST,
ANGIER, NC 27501.
3. OVERALL TOPOGRAPHIC INFORMATION WAS TAKEN FROM WAKE COUNTY GIS. TOPO USED
FOR DRIVEWAY LAYOUT AND DESIGN WAS PROVIDED BY THE SURVEYOR.
4. BOUNDARY INFORMATION WAS TAKEN FROM INFORMATION PROVIDED BY THE SURVEYOR.
5. LOT WILL BE SINGLE FAMILY RESIDENTIAL.
6. DRIVEWAY SHALL HAVE A 10' WIDE GRAVEL SURFACE WITH 4' WIDE SHOULDERS.
7. LOT SHALL USE INDIVIDUAL WELL AND ON -SITE SEPTIC FIELD..
8. THERE ARE NO FEMA FLOOD BOUNDARIES ON THIS SITE ACCORDING TO THE CURRENT FIRM
PANEL.
9. AN UNNAMED USGS BLUE LINE BROOK DOES RUN THROUGH THE PROPERTY WHICH WILL
TRIGGER A 404/401 PERMIT REVIEW.
10. A 100 YR FLOOD EASEMENT WAS GENERATED THAT CONSISTS OF THE 100 YR FLOOD PLAIN
(BACKWATER) ELEVATION PLUS 1' (OBTAINED FROM SURVEYOR'S TOPO). THIS BACKWATER
ENCROACHES ON THE NEIGHBORING PARCEL.
11. THERE SHALL BE NO FILLING OR ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF
WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY
(FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY
AND/OR FEMA. [14-14-1,2(A-H)]
12. BEFORE ACQUIRING A BUILDING PERMIT FOR THIS PARCEL, THE BUILDER MAY NEED TO
OBTAIN A FLOOD HAZARD PERMIT FROM THE COUNTY ZONING ADMINISTRATION. THE
BUILDER'S ENGINEER, ARCHITECT OR SURVEYOR MUST CERTIFY ON ANY PERMIT THAT ALL
FLOOD HAZARD REQUIREMENTS ARE MET.
VICINITY MAP
V = 5,000'
N.C. UNDERGROUND UTILITIES
10 EDAYS BEFORE DIGGING CALL
REE 811 or [phone]
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
SITE DATA TABLE
OWNER:
MEYERS, BRADLEY
MEYERS, ERIN E
OWNER ADDRESS:
7012 OAKVILLE LN
NEW HILL, NC 27562-9600
SITE ADDRESS:
7808 OAKVILLE LN
NEW HILL, NC 27562-9670
TYPE OF PROJECT:
SINGLE FAMILY HOME
COUNTY:
WAKE
SITE AREA:
5.23 (SURVEYED)
NO. OF EXISTING BLDS:
0
NO. OF PROPOSED BLDGS:
1
MAX. BUILDING HEIGHT (FT):
35
FRONT SETBACK
30'
SIDE SETBACK
10,
CORNER SETBACK
30'
REAR SETBACK
30'
MINIMUM LOT WIDTH:
95'
MINIMUM LOT SIZE:
30,000 SF (REQUIRED)
NUMBER OF LOTS:
1
PROPOSED IMPERVIOUS
23,611 SF / 0.54 AC
MAX. IMPERVIOUS
30%
DISTURBED AREA
40,533 SF / 0.93 AC
CURRENT LAND USE
VACANT
PROPOSED LAND USE
RESIDENTIAL - SINGLE FAMILY
PIN:
0720347137
DEED BOOK & PAGE #:
BK:019042 PG:01860
ZONING:
R-30
TOWNSHIP:
BUCKHORN
WATERSHED:
HARRIS LAKE / CAPE FEAR
IMPERVIOUS AREA CHART
Total Area
228,071 sqft (5.23 AC)
Maximum Allowable Built Upon (30%)
68,421 sqft (1.57 AC)
Driveway
11,061 sqft (0.25 AC)
House/Patio/Sidewalk/Etc.
12,550 sqft (0.29 AC)
Total Proposed Built Upon Area (10%)
23,611 sqft (0.54 AC)
EROSION CONTROL, STORMWATER
AND FLOODPLAIN MANAGEMENT
APPROVED
EROSION CONTROL ❑ S-
STORMWATER MGMT. ❑ S-
FLOOD STUDY ❑ S-
DATE
A
OUNTY ENVIRONMENTAL CONSULTANT SIGNATURE
Sheet List Table
Sheet # Sheet Title
1 Cover
2 Existing Conditions
3 Site Plan
4 Drainage Area
5 Misc. Details
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FERRIS, KELLI K
PIN# 0720-34-7790
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EXISTING LEGEND
PROPERTY BOUNDARY
— —
ADJACENT PROPERTY LINES (GIS)
— — — — — — — —
EASEMENT LINES
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EXISTING 10' CONTOUR (SURVEYED)
EXISTING 2' CONTOUR (SURVEYED)
EXISTING UNNAMED TRIBUTARY
EXISTING BUILDING SETBACK
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EXISTING ELECTRICAL BOX
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UTECHT, MTC:1,11 L J
UTECHT, COA � 1=1_VCE B
PIN# 0720-24-7021
DB 16544 PG 2154
BM 2018 PC 1010
ZONING: R-30
CURRENT USE. RESIDENTIAL
N.C. UNDERGROUND UTILITIES
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
/
N/F
FERRIS, HARVEY D
I FERRIS, KELLI K
PIN# 0720-34-7790 I
I DB 5740 PG 450
BM 1993 PC 345
ZONING: R- 90
CURRENT USE: RESIDENTIAL
\ I
I
LEGEND
PROPERTY BOUNDARY
— —
ADJACENT PROPERTY LINES (GIS)
— — — — — — — — —
EASEMENT LINES
—335—
EXISTING 5' CONTOUR (SURVEYED)
EXISTING 1' CONTOUR (SURVEYED)
335
PROPOSED 5' CONTOUR
PROPOSEDI'CONTOUR
LIMITS OF DISTURBANCE
— — — — — — — — —
Q100 BACKWATER EASEMENT
I
PROPOSED RCP CULVERT
PROPOSED CONCRETE HEADWALL
m
PROPOSED FLARED END SECTION
PROPOSED STONE DISSIPATOR
Q100 BACKFLOW ELEVATION
CB
SOIL TYPE (GIS)
FLOOD PRONE SOIL (GIS)
\ I I
\ FLOOD HAZARD 501L5(GISJ I
rD
. / I Cr6
S89°38'02 400.3
NIP
LITTEN, FREDERICK L
\ 1 \\\\ \ \ \ \ \ \ MEYkS fBRADLEY CrD PIN# 0720-44-573
4521
\ \ \ \ � EYERS, RiN E 32y / / / / / / DB 6785 PG ZO
I/�I " o BM 2012 PG 12i4ZONING:
1 \ y I \ \ \ \ \ \ \ \ \\ \ \ \ PIIIB 19043G ?860 CURRENT USE: VACANT
R-30
BUI\ IhU SETBAC\
BMJ,!? 118' PG 549-
J I I \ \ \ \ \ \ \ \ \ \ \ REIN UE�VA/
go // / / / \\ V) \ /
Cm
N/F \ \ \ \ 1 \ \ \ o d
LILES. OTHO E III \ o�
100 BACKWATER EASEMENT \
LILES, SHAREE S J f
PIN# 0720-34-1228 Elev.=298.28j ~\
DB 7219 PG 274
BM 2016 PG 540 \ _ / ` I I I \\ \ 1 \ I 1 -d \ \ // z ZONINC: R-30 \ Q100 BACKWATER
RRENT USE: RESIDENTIA
\\\ \ \ Elev.=297.28 od
z om d HOUSE &AMENITIES
o _\ \ DESIGNATED AREA
T
dl ^� _ \ 12,550 SF
CrD
\ I I d
MFFE: 298.28
'08"E
—7�/ % \\ 11 \ o d • PROPOSED DRILLED
1 \ WELL SITE
N89°M'8'8"E/ 153.82'
25' WELL OFFSET / / / / / ` I / N/F
HILLIARD, TODD MICHAEL
/ / 5 / / / DB#180�6 -14G 3071
50 WELL OFFSET/ �/ / / / 31 / BM 1993 PG 345
_
CURRENT USE: RESIDENTIAL
I a a 0/ / _ //SEPT IC FIELD AREA
a —a a
334- 325- au 315 3�0 o p 30 PROPOSED EDGE
4+00 5+00 s 3p Sw 2 `l OF DRIVEWAY / / �/ / 390
4Z—�� -7Z
S89° 8'0 ' / 11 9. 8' �- " f / / -- /
114)
/�h�
CrD
i
N/F
BERTONCINO, MARK / I
BERTONCINO, MICHELLE
PIN# 0720-33-2845
DB 12070 PC 804
BM 1996 PG 1132 /
ZONING: R- 30
CURRENT USE. RESIDENTIAL
UNNAMED NON -PERENNIAL -
TRISUTARY TO HARRI5 LAKE
HAZARD 50IL5(6I5)
GRAPHIC SCALE
50 0 25 50 100 200
(IN FEET)
1 inch = 50 ft
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4' S 5 4' 3 \ LIMITS OF DISTURBANCE 320
►�� / \ + 40,533 SF / 0.93 AC
SHOULDER SHOULDER \ \ \ \ \ \ \ \ \ oT \ /
U GRADE \ \ \ \ BEUNDERBUILDING PERMIT
EDGE GRAVEOLF POINT
CUT TO ,1/4"/FT 1/4"/FT, \ \ 1 \ \ l 1 d
/ 3/4"/FT CUT TO Q100 BACKWATER EASEMENT
GRADE r,rrttrtr��� �� rrrrrttt�� 3 3 GRADE \ Elev.=298.28
3 3 x-i y-t x-1 r� . x3. r3 ry xy . rti . Y� �K Yy 'Sy . N� ky xy Ya . y-i x� y-i y-1 .�, y-! x� ry ,xy yy Yy .i-t-.�y .vti Yti y-t ..
\ \ \ \ o /
FILL TO 8 GRAVEL FILL TO \ \ 100 BACKWATER ` \ +� / / / / 310 /
Q �o
GRADE GRADE
2:1 MAX. DRIVEWAY X-SECTION 2:1 MAX. \\ \ \ Elev. �=29 7.28 �\ \ I 1 ` \ zNTS
PROPOSED HOUSE
& AMENITIES
Nam DESIGNATED AREA
MFFE:298.28
I( / Ex House
'08" 194.
Ln o PROPOSED DRILLED
/i66\ \ \ \ \ , \ \ WELL SITE
/ l / / / / / / I I I I I \ 38 S �'
cT
9 38'08"E 13'
EX. Poo/ ^ N89 E / 153.82'
25' WELL OFFSET
Ex. Barn aoo ♦ / WELL OFFSETEx. gore
F -34290R=7s.O50'
p'3. "E34.52.00' R=00/
/I 5 C=S78°E20.84� _ � -►J I �/ / / / / � � \ C/ �>l ~- - /
o DRIVEWAY GRAVEL
73.36'DO
I, 0+ 0
/ ,# CLI
23„ s0/33313�/3
/ / /�
GRAPHIC SCALE
2+00 3+09°38 5+00
rl-aka-cm aa 7o40 0 20 40 80 160
S89°38 09/" 4' E _ 330 3ZS 32� 37s i /o L=2 . R-50.0 , / / -
°50'26"E20.45' y (IN FEET)
S89°38' 8"W /115 58� f /
NO °38/2s"jF 0 4' / L=21.0 R=so.00' \ / / / / / / / / / / I 1 / / / / ' f / / / / / / / 1 inch = 40 ft
C=S78°19'13"Ej
�9y 3° i
340
330
320
310
300
N.C. UNDERGROUND UTILITIES
Q53 DAYS BEFORE DIGGING CALL 290
- I TOLL FREE 811 or [phone]
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
PROPOSED DRIVEWAY CL
SCALE: HORZ. 1" = 40'
VERT. 1 " = 4'
20.0' V
30'R P I STA = +52
P IEL=33 3.86
K = 10.
v ow Poi
0+62.2
(333.76'
SW-2
10.03, V
STA 6+90.94
m 10
PVI TA = 3+ 9.69 300
m M PV EL = 331 29
K = 10.0
Pn
3 FINISHED GRADE Ifi9 54 67t
_ 00�
o 00 (331.84')
+M
\ 1.0)%
Existipy rode � � � � m 295
\ N
+ M
15" RCP o
I iv.in=3 0.68 \ \
Ind. out = 319.61
\ °
u,
\ 290
287
- 300
- 295
c
a
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LL
- 290
7
sw-1 28
60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
STA 1 + 18.1 5 45.1' VC Offset
335-
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335
32
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PVI STA 4
4+97
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PVI EL
308.79
E
��K
Low Point:
5+19
69
40.
8' VC
PVI STA
= 9+22.2
'D
o,
PVI EL
= 308.48
\
K =
20.0
o
Hig
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9+42.32
330
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-
327 -60 -50 -40 -30 -20 -10 0 10 20 30 40 7 PVIST = 6+22
Offset PVI EL = 299.40
K = 10.0 FINISHED GRADE
Low Point:
6+ 4.78 70.0' V
\ (299 08') PVI STA = 74 50
�S C� PV EL = 298 13
° of o K = 10.0
co
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Cut/Fill Summary -
Name Cut Factor F111 Factor 2d -Area Cut F- Net SW-2 /
60' RCP
vo1 - Entrance 1,000 1.000 401.13 Sq. Ft. 2.42 Cu. Yd. 3.97 Cu. Yd. 1. 54 Cv. Yd. <F111> -
vo1 - Drl veway 1.000 1.000 32991. 68 Sq. Ft. 1259.77 Cu. Yd. 769. 25 Cu. Yd. 390.52 CLI. Yd. <'Czrt> Inv. out 291.85
vo1 - Parksrq 1.000 1.000 2036. 75 Sq. Ft. 27.19 Cu. Yd. 29. 99 Cu. Yd. 1. 80 Cu. Yd. �F111>
Totals 35329, 95 Sq. Ft. 1299. 39 Cu. Yd. 902. 21 Cu. Yd, 397.19 Cu. Yd. <'Cut>
340
330
320
310
300
290
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+60
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LEGEND
PROPERTY BOUNDARY
EXISTING 10' CONTOUR
EXISTING 1' CONTOUR
—
FLOOD PRONE SOILS (GIS)
LIMITS OF DISTURBANCE
<
DRAINAGE AREAS (Total)
EXISTING DRAINAGE AREAS
PROPOSED DRAINAGE AREAS
GRAPHIC SCALE
100 0 50 100 200 400
N.C. UNDERGROUND UTILITIES
® EDA
E1ovw i�
TOLL YS
IN FEET r
1 inch = 100 ft
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY / / / / � � J •J � � III J � I r � I 1 �� � � � / / / ( � � I % � � � � � 1 �% / —
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N.C. UNDERGROUND UTILITIES
EDAYS BEFORE DIGGING CALL
REE 811 or [phone]
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
10
2 °j —
FILL FACE, jr.�2
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NOTES.
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SIZE
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NO.
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5'-6"
4
15
B2
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4'-6"
4
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8'-8"
2
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6
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N �-H
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NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL TOP OF FILL TOP OF FILL
Z
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COMPACT AFTER • I.D./6 MIN. — PLACEMENTOOF
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& PRIOR TO — — — —
PLACEMENT OF I.D./6 MIN. AS DIRECTED
0
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NOT LESS THAN 6" O.D.+ 2'
Z ~ X
Q
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UNSUITABLE MATERIAL FOUNDATION
=
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PIPE ABOVE GROUND
r
GENERAL NOTES:
J
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0
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
Z
N =
w
o
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. — — — SPRINGLINE OF PIPE
WC
Z
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1
G
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ABOVE AND BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
rrFrrr= rrr_rr UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER.
ACCOMPLISH COMPACTION.
SHEET 1 OF 3
SHEET 1 OF 3
00.0f
1300.011
300 ■ 617
3 TIMES I.D.
FLAN VIEW
7
SECTION 'A -A'
3 TIMES I.D. + L
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
FABRIC
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
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