20081666 Ver 2_401 Application_20130501

08- Il.L -r6 d2-
OF W A T�
0 pG Office Use Only:
Corps action ID no.
-i
o DWQ project no.
Form Version 1.4 January 2009
R
Pre - Construction Notification (PCN) Form AL IF M
a
A. Applicant Information - mom
1. Processing -
1 a. Type(s) of approval sought from the Corps:
© Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number. 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
Q 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
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes X❑ No
For the record only for Corps Permit:
❑ Yes X❑ 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 ❑X No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes Q No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2. Project Information
2a. Name of project:
Ricky Beal subdivision
2b. County:
Chatham
2c. Nearest municipality / town:
Pittsboro
2d. Subdivision name:
n/a
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Joseph R. Beal and Deborah Beal
3b. Deed Book and Page No.
Book 1327, page 0938
kio
L9
U NY
is
3c. Responsible Party (for LLC if
applicable):
Fk-4AV- 1 7 G 13
3d. Street address:
1469 N Main Street
EWaft-A*
3e. City, state, zip:
Goldston NC 27252 - WA
919 898 4346
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
beal.dcky @yahoo.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Charles S. Johnston
5b. Business name
(if applicable):
Environmental Services, Inc.
5c. Street address:
524 S. New Hope Road
5d. City, state, zip:
Raleigh NC 27278
5e. Telephone no.:
919 212 1760
5f. Fax no.:
919 212 1707
5g. Email address:
cjohnston @esinc.cc
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
PIN 9784 -81- 5737.000 and 9784 -81- 3564.000
1b. Site coordinates (in decimal degrees):
Latitude: 35.78539 Longitude: -79.04026
1c. Property size:
10 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
B. Everett Jordan Lake
2b. Water Quality Classification of nearest receiving water:
WS -IV, B; NSW, CA
2c. River basin:
Cape Fear
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:
The tract is in secondary forest of mixed pine and hardwood. Surrounding land is primarily single - family residential.
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: 1,900
3d. Explain the purpose of the proposed project:
Improvements to driveway (including culvert grade) as needed to access property (Lots 6A and 6B on accompanying site map).
3e. Describe the overall project in detail, including the type of equipment to be used:
Paving of access driveway as necessary to access property (Lots 6A16B). Standard heavy equipment for grading and paving will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property I
project (including all prior phases) in the past?
❑ Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary Q Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): James Lastinger
Agency /Consultant Company:
Other: LISACE, Raleigh Regional Office
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID # 200801701, dated July 9, 2008
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑x Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
Previous Section 404 (AID # 200801701) and Section 401(DWQ # 08 -1666) expired July 9, 2010 without permitted work being performed
6. Future Project Plans
6a. Is this a phased project?
❑ Yes 0 No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands Q Streams — tributaries Q 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes /No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes /No
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT to Jordan Lake
PER
Corps
3
28
S2 -
Choose one
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
-
_
S6 -
Choose one
3h. Total stream and tributary impacts
28
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivi ually 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 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If Pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. 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:
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. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑X Other:Jordan Lake
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
131 P
Widening of driveway
UT to Jordan lake
No
840
560
B2 -
Yes /No
B3 -
Yes /No
B4 -
Yes/No
B5 -
Yes /No
B6 -
Yes /No
6h. Total Buffer Impacts:
840
560
6i. Comments: The proposed activity is classified as Allowable by the Table of Uses given in 15A NCAC 02b 0267 Applicant believes that no
practical altemative exists, as crossing the stream cannot be avoided and a bottomless culvert or bridge is not economically feasible.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Crossing is located at an existing culvert to minimize the overall length of stream impacted. Pipe and dissipater pad are sized to be the minimum
length necessary to provide adequate roadway width and maintain non -erosive flow velocities.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All work will be done'in the dry or using a temporary coffer dam. The new culvert is pre -cast reinforced concrete with no'live curing' of concrete in or
around the stream. Al necessary sediment and erosion control BMPs will be installed and maintained through construction. Disturbed ground will be
restored and stabilized with permanent vegetative cover.
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 ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ 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: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
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:
Choose one
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:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 ❑X 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 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
g
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project is a Low Density development. Impervious surface for the total project and for any individual lots will remain below 24 %. Percentage
given above is calculated for each 5 -acre lot with 20,000 sq.ft of rooftop, sidewalks, driveway and other impervious areas at build -out
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
n/a
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
apply (check all that apply):
USMP
B
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
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006 -246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
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 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes Q 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
El Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. 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
letter.)
❑ Yes ❑ No
Comments:
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 Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes Q No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
OYes ❑ 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.
Improvements to this driveway will increase the likelihood that the adjacent lots will be developed. However, these will also be low- impact ( <24%
impervious surface) projects with no anticipated further impacts to jurisdictional waters necessary.
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.
All
wastewater generated on these lots will be treated using on -site subsurface sewage systems (Le septic tank and drain field). Septic fields and
repair areas have been approved and are depicted on the site plans.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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 Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes Q No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Search of records held by the N C. Natural Heritage Program (NHP) revealed no occurrences for any federally - listed species within a 2 mile radius
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper
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 Q 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?
Search of records held by the N.C. State Historic Preservation Office (SHPO) reveals no occurrences of cultural or historic resources within a 2 mile
radius of the project site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Floodplain Mapping Information Services (http: / /floodmaps nc gov /fmis /)
aarl-es S. Sdhg o
Applicant/Agent's Printed Name
lica nt's Signature
Date
(Agent signa d only if an authorization
tapplicant
letter fro is provided.)
Page 10 of 10

Environmental Services, Inc.
524 S. New Hope Road
Raleigh, NC 27610
(919) 212 -1760 (voice), (919) 212 -1707
NNNy%N ens ironmentalserx icesnlc com
ACCESS AGREEMENT
and
AGENT AUTHORIZATION
I, Joseph R. Beal oppiicanvowner), hereby authorize representatives of the U.S. Army Corps of Engineers
and/or N.C. Division of Water Quality to access the subject property, listed below, for the purpose of
performing a jurisdictional wetland, stream, or buffer determination.
Environmental Services, Inc. (ESI) is acting as our Authorized Agent for this project and must accompany
agency personnel when visiting this site.
Project Name: Beal Tract, NWP resubmittal
ESI Project #: ER13039.00
Owner /Applicant:Qj o 0—`
Mailing Address:
Nag='

ON
ot
MI�T/Y{4�E1i4 - {l R\ ,MIMC..f
PAM
.J .�. L j
Ic,i�►,�/ ,.. � j/° 1� of � ���, F'
IC=iProject Study Area
O Proposed Driveway*j
'Location and Extent is approximate.
0 1000 2000
Feet
Sources: 2011 National Geographic
SocietylESRI. i -cubed seamless USGS
quadrangles (Farrington NC) Protect
Boundary provided by Chatham County GIS
parcel data.
Disclaimer: The Information depicted on this figure is
for informational purposes only and was not prepared
for. and is notsuitable for legal or engineering
purposes. This information presented is not for
regulatory review and is intended for use only by a
Professional Land Surveyor prior to regulatory review.
ENVIRONMENTAL
SERVICES, INC.
524 S. New Hope Road
Raleigh, North Carolina 27610
[phone]
(919 212 -1707 Fax
www enwronmentalservicesnc. com
Path: P: \GeoGra \Proients12013 \039 \GIS \loon mxd nare 4l3nnnt 3
DM
Project Location
Beal Permit
Chatham County, North Carolina
I 'Mal
N
Project: ER13039.00
Date: Apr 2013
Drwn /Chkd: KT /CJ
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7jt717' l -� li )1 r..� • �..�
\\ / \\ Pin Book M. Pea Is / / /// �\ PIN Book l4 Age is -D-\
} •� 1 (I � � (�i � ' � � IN a - -: J -1�'� / / - ; � J � )1 � I � �tm/
Udtod St m ofAmedm ,r11, a 1 l I , ,, / Ommde • 1\ w�'
R6em Hope DamaRmervotr Ptelml) � �\) —� � \�•� -' /' �r ' �/ '-n N
Y� I (
\ \ \ \ \_`\ (;'her Haile Dam a Rmervae Ptjem) - -- - - - _ \ C =2'4 =yo. 191 \ I J •- /,
-- / '/ ; �'' Moog
'/ (Omk.l center) r I V.kad Steem.tAaterma
(New Hap. Dam a R..mwtr PmJmt) /
`\ SHEET INDEX I 1 \ I •� \ / / , �L \� \� `\ \ I .Cti
GRAPHIC SCALE CGVER SHEET
1
m m «o
or ee DRAINAGE DEL NEATION PLAN..... .. ,2
EROSION & SEDIMENTATION CONTROL PLAN. 3 I /
( IN yam) PLAN AND PROFILE STA 0 +00 — 13-+-00 . 4
I Inch - NO K =LAN AND PROFILE STA 13-1-00 — EOP S
DETAILS
DETAILS ...... .. . .... .. .7
r /
DETAILS

Windy SITE
Ridge OWNER JOSEPH RICKY SEAL AND DEBORAH EAL
K B
R
GOLDSTON. N C 27252 / ; I ` _ _ 1
)%le reSe �� WIWAMS TOWNSHI- CHATHAM COUFM. N C
P ry'4. 8 4
e �q DATE JANUARY 2008 / i ' - _ _ -- - - i• j/ I `l1II I 1 O� „ ", Np��
a ,1 1 1 .an.•
CO N
US HWY 64
VICINITY MAP
\ \ \ \ I\ / % /' \ \ \ `♦ \ �` NOTE. /
1) SaePlm and Pmfik
\ \ \ \ ` \ \ 1 \ \ \ I ♦ 1 1 ` ShaM 4 and 5 for ealupd
views ofEmsion CmW a
\ \ \ \ \ \ \♦ ; ,, ,. \ 2 See Mmu 6, 7, ®d 8
Oroino a Area 4 j \
{ � \ �\_ _ ' - - � \ \ •� \ \ \ " \ � \ 1, \ g ' / / . _ -- • \ � 1 fmProsionConholl)eMils. •� U r
5.07 acres - / ` 1 GRQi C?
Drainage Area 15 I / ( : Z
rr
3777'acres
- _
1010 !
1 1 oA I I 18 33 I j Dromoge Area 3
% 3
\ \ 2 49 acres)/ ♦� / / / \ ( \' \ \� 1 I \
rainoge Area 2 j e \ `� rain.ge" Area D in" . Arty t�A
1 04
0 acres 0.28 acres
1 ' ` \ ralnoQe Area 1/ roln.ge rea i O 1.aE
\ I I I I 1 1�-} .� 0.6Q acres 0.25 acres
Sib F-
oudd (gyp)
Drolna a Are. ' ' / \
\ • ( - g rain e rea �, / rr
�. \ 0.16 acres ra n. a rea
0.07 acres g Irolnoge Area 10 Dip
\ \ \ \ i F ♦ / // 0.20 acres )m+(mw
I raino a Area 1
Area 1 9 range Area 1 u Q
acres 0. acres - _ �. ♦ \ \ _� 0.76 acres
1ZIVA'I'E DIME , I I I (• / f (� \ 1 All $
It
\ o
ae r GRAPHIC SCALE � ` � ` > � ,/ \ i I ( � t I � \ � � •\ � \ � \ \ \ \ \ � - / � \ \ \
i mos . 100 ti ♦ i I i / / / i /' - ' I / ,, -• I' � 1

Windy 40 SITE I -
Ridge
OWNER JOSEPH RICKY BFAL AND DEBORAH K REAL I �
Road
-
COLDS'ON, N C 27252
The p D
CeSerye
WILUAMS TOWNSHIP CHATHAM COUNTY, N C
DATE JANUARY 14, 2008
co O
co
N
\
USN 64
m
/
/ i / %
VICINITY MAP
q
NOTE, /
See Plan and Profile
l I ► �,; .. , 1 , .
seexla 0 and S fiu anlalged ►�
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\ \
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For J'sy. a7 -01� Consulting Engineer, Inc. N
4!
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Ric Beal Subdivision FR BmIWat Mcigh,t N.C. 27 12 s4
Raleigh, .C. 27612 `''P/y `••' '�
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For J'sy. a7 -01� Consulting Engineer, Inc. N
4!
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Ric Beal Subdivision FR BmIWat Mcigh,t N.C. 27 12 s4
Raleigh, .C. 27612 `''P/y `••' '�
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Ope back tut Eanbnq
II
n 41 IF IS
® LM
L:L ion La 20060
fnv Out t 199RB 50
Omlot Pod "be
5 LF Rule T vbusatr
Clop A RWW ® 9• Deep
X75.00' VC-
HIGH POINT E - 21
SIGH POINT STA . 13+
PVI STA - 14+06.9
FM ELJ'V - 212.6(
I.D -1291
K 5.81
LOW POINY ELEV - 20183
LOW POINT STA A, 13 +183,
PVI STA - 15 +10 26
PVI ELLS/ - 201 34
aD . 1664
Kr- 451
14 +00 15+
Dftch Catcutations -
Ricky Beal Subdivision
Dach
C
I h4
Area
CIO
Isiagn
Lher
A
01
1 73
0.84
187
1 287
DS75
a
01
1 73
04
117
1 -127
DS75
C
04
1 73
249
: 727
1-1570
P550
D
04
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025
1 073
i a 00
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04
7.3
018
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04
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020
-500
DS75
O
04
73
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I \
TYPICAL WATb7t
H
OA
73
028
062
500
UAIL
SHE DIE
I
OA
13
006
018
1698
SC150
LCP
0 4
73
02
I
1599
PI
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04
73
$ 91 Poaa
f
*12M
&,hr
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L
Outlet
73
Jar40
bP out 199JR,
047
-1085
SC1s0
JLF.iPoTDEBncTe
� �\
4
--- -
v
to
Urnit of Disturbance
(trp)
Mote: Water Ears shall be installed
- "at the end of each day & prigs to
\
any anticipated storm evWd
Ope back tut Eanbnq
II
n 41 IF IS
® LM
L:L ion La 20060
fnv Out t 199RB 50
Omlot Pod "be
5 LF Rule T vbusatr
Clop A RWW ® 9• Deep
X75.00' VC-
HIGH POINT E - 21
SIGH POINT STA . 13+
PVI STA - 14+06.9
FM ELJ'V - 212.6(
I.D -1291
K 5.81
LOW POINY ELEV - 20183
LOW POINT STA A, 13 +183,
PVI STA - 15 +10 26
PVI ELLS/ - 201 34
aD . 1664
Kr- 451
14 +00 15+
Dftch Catcutations -
Ricky Beal Subdivision
Dach
C
I h4
Area
CIO
Isiagn
Lher
A
01
1 73
0.84
187
1 287
DS75
a
01
1 73
04
117
1 -127
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04
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am= aw
•
IPLT PENCE OUTLET
- et- -E--r-
SILT Potce
COIISTtRICT10N
R
------- ---L —M OF DISTURBANCE
�—
TIOMPORAM OO1WO�lON DUCT,
PIPE DALE PROTECTION
tROemrt smaN
• -___
- -
RATaI BAR C")
4• rLCMO= PLASTIC PPE
GRAPHIC SCALE
e Le o m
<Ofnerl
I Inca . e0 ti
ALL EROSION AND SEDMENT CONTROL
DEVICES SHALL RE CHECKED AND
REPAIRED ON A DAILY RASH
SEDIMENT BASINS SHALL BE
CONSTRUCTED 90 AS TO BE LOCATED
OUTSM OF ANY PROPOSED FILL AREAS
ALL CHECK DAMS SHALL RE PLACED AT
INTERVALS SUCH THAT THE TOP OF THE
DOWNTM' M CHECK DAM AND THE
FOOT OF THE UPSTREAM CHECK DAM
ARE EQUAL ELEVATIONS
PLUUN, t
Y
an,9Lr N„a.•d
a�
w �
,a UN.,
�z�
bow 45^
� U
a
O �
w o
. West
1 W
•tl
en
oldO
9ee1Bp�
O v`
`el�t
O
t Cd •�
M54E

Ne..■. ■. ■. ■ ■... ■ ■� ■e■
! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■iii!! `.
! ■■oou■oo■ ■eei ■!!
r■■ ■irooloo■ ■■err! �
ee■■or■ ■our■ ■■■ei ■r
END VIEW
SKIMMER SEDIMENT BASINS ARE NEEDED WERE DRAINAGE
AREAS ARE TOO LARGE FOR TEMPONARY TRAPS. DO NOT LOCATE
THE SKIMMER SEDIMENT BASIN IN INTERMITTENT OR PERENNIAL
STREAMS
ARM ASSEMBLY o
o
—�C" ENCLOSURE
ATER ENTRY
PERSPECTIVE VIEW ° UNIT
FRONT VIEW
"—TEEP III OR I'll 11ONE
DIVERSI ❑N DITCH I
Y.3� TWXALR.wEWNM
^oefl lll�a" M:AVEL svvixiR "�Y°8o°."4,°a"go °y= den
t➢W[0 A Y1®pU 1 1 ' ' '
F�,�Er•�RDI�
rm[ TD C USED —RE EXCESSIVE STIRIIVATER
RAT
✓, e. "�on� ' T
­­­S T RESOGxi VE VAArev Ac N4 D I [WlRI i.
SIN 0' ITIML
a v
TO :ION
RIP RAP LINED CHANNELS
Sediment Basin Detail
PLAN VIEW ___
<1 I E.ERCE«c,
CHECK DAM
50' HAX
EXISTING RDADVAY 25 DIR WIDTH OF
X._S. IOPUSED STREET
Rlw
WHICHEVER IS GREATER
1
NEW CONSTRUCTION
15' MIN
35' MIN. Ia' IN.
6' M1 T
CRDS$ SECT]DN
C❑NSTRUCTI ❑N ENTRANCE I
Nn[xT
A V FRICEICARO r Sedlmf
{ � DESIGN CRITERIA
_r FMVAT1011 Di PWKAR SxLWAr
D 30NEWV YFRGENYY A
FXTEAFA�D AA
Si �ACEFNTT
CROSS — SECTION NEW
Basin Detail ��
AREFEXTPER���ar IL A
ARS
yy �, rixPR+,s
W
cC C°d cia
0
O U
ti
�2
HAI
7—
O
�I
rN
rl
4—
cd
F•'1 V/
w1d
A
�
Skimmer Detail
PVCAP D
/PVC
ELBOW
Pw wIT
PIPE
SCHEGIILE b
PVC PIPE
WATER SURFACE
P C
END
CAP
SCHEDULE AO
j
\
PVC PIPE\
\
\ORIFICE
PVC TEE
PIPF
REMRLE
PLATE
If HOLES IN
MERSIOE
HOSE
\
PVC TEE
BOTTOM SURFACE
END VIEW
SKIMMER SEDIMENT BASINS ARE NEEDED WERE DRAINAGE
AREAS ARE TOO LARGE FOR TEMPONARY TRAPS. DO NOT LOCATE
THE SKIMMER SEDIMENT BASIN IN INTERMITTENT OR PERENNIAL
STREAMS
ARM ASSEMBLY o
o
—�C" ENCLOSURE
ATER ENTRY
PERSPECTIVE VIEW ° UNIT
FRONT VIEW
"—TEEP III OR I'll 11ONE
DIVERSI ❑N DITCH I
Y.3� TWXALR.wEWNM
^oefl lll�a" M:AVEL svvixiR "�Y°8o°."4,°a"go °y= den
t➢W[0 A Y1®pU 1 1 ' ' '
F�,�Er•�RDI�
rm[ TD C USED —RE EXCESSIVE STIRIIVATER
RAT
✓, e. "�on� ' T
­­­S T RESOGxi VE VAArev Ac N4 D I [WlRI i.
SIN 0' ITIML
a v
TO :ION
RIP RAP LINED CHANNELS
Sediment Basin Detail
PLAN VIEW ___
<1 I E.ERCE«c,
CHECK DAM
50' HAX
EXISTING RDADVAY 25 DIR WIDTH OF
X._S. IOPUSED STREET
Rlw
WHICHEVER IS GREATER
1
NEW CONSTRUCTION
15' MIN
35' MIN. Ia' IN.
6' M1 T
CRDS$ SECT]DN
C❑NSTRUCTI ❑N ENTRANCE I
Nn[xT
A V FRICEICARO r Sedlmf
{ � DESIGN CRITERIA
_r FMVAT1011 Di PWKAR SxLWAr
D 30NEWV YFRGENYY A
FXTEAFA�D AA
Si �ACEFNTT
CROSS — SECTION NEW
Basin Detail ��
AREFEXTPER���ar IL A
ARS
yy �, rixPR+,s
W
cC C°d cia
0
O U
ti
�2
HAI
7—
O
�I
rN
rl
4—
cd
F•'1 V/
w1d
A
�

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S7MErvL SEDIIISNI-PROOLIC NO A— 1AVE roBLEnD WITVrx BEEN 1111rwine TYSTARILRED'. RiMOVE IS STNGCTUSe AND ALL UNSTARLK EMBANKMENT FOR PIING AND
ENT. A1AxE ALL NECEC3nxr REPS. IRS GGSEDA-1, REdIGVEAU. TRa6D IN ONES DEec m FROM THEA1sER nNp POOL
RlP awe cHnnnfls: S1AINTDSAPMEREp.—TE
IN­ CHANIE-S AT REGULAR GINS..A� AID RsPAINB PROMPn.r. GIVE SPECIAL
re MAJOR GTNG"I KNIENa cAReF I,DKO:
wno LROOKFFORONICD., WNSff PD+rtEVC.YIX10.1giPS.O0.BAlR ewD.I,RPS. M,,SE REPA45
ANNEL M n HGLTxr,vVRMDURmxomGN m mMeMTxe
MYESSKM DITCH. MAINTENANCE R¢QIIIEeAIENTS
MEPNLi TDAFORARY DIVERSNYNE ONCE A WEEK AND AFTER RYERY RAINFALL IMMIDNATSLV REMOVE SEDIMENT FROM THE
AREA AND REPAIR TVE DIVERSION RIME CAREFULLV cHELTIGOnRISAND MAKE —, NELI REPAILIS AS NEEDED. WHEN INS
LEw.L LANG Aw[o1a1ATELVSrABa1EFABU'IAEII, RBMOVe TIE RIIxwAN, IHECMANNVR. NLI.ND WITH I.NUTD _u_
SG.1 llwct NAMTIivAPAti NNpuuGAleNIs
MSPELT SfDIAfRIT FTxMT3 AT UUS -1. A WEEK AND AETFR BIL'HRAINFALL MANB AN, RNqu_REPNRS WYFMwTUY.
RCPUCC BE 1I OF n SEDIMENT FP.NCP. COLLA PSE - TEAR. oPSOMPlME OR BPGULIP INI4}p - It SPIACN TTNIOMPTLY.
vE SEDIMENT OPPYD3m ns xecP49Aar ro eaovlce ADEDDATE snlanae va.uLSe ISM THE N¢xT R,M AND TD aEGUC¢
wVOIDUxDERLIMDlO T E FENNE DDRIN GCTJL,N OIIT.
wf 1HE COMRIeIrtWIIOM U.PAIIABLE. oe¢WD.—ANDRRINOTHEARESroc:Rwoc ANGSTABWl1TF
CONSTRUCTION SEQUENCE
G u[rABI A lAnlwuTUwnu en1MIT. M: XrDU IR n eeccuNSrwCTwn COMPCaaCC w Irx exAlxAM LW NTY S rq+vlRwlfJdTAL EneME Es
a FI.w THB wowL I.NUT s nnD xolD rNBCON6TRUrnon Alesrlra Ar GeAST ONE N EER visas ro erAaTlNO con slxucroN.
3) MSTNL S¢i FEN(DNG.\B iNWCAIeDOx TIE APPROVED PL,N. NEDS"TE DISNRBED AREAS. MBrALL lif t® QrM. terfR lvO.CgtsTF1KT10NHtIPwNC'Br.
I LOITALLTEMPORARYMO3sINOSPrm DFTAM
SI IN —InuT ERM[LTxTN ANU RVRAPAPRON3EGN ALLIIU,ttNEnrv[[wTPISATnMEUE 1nSl'ALIATMn.
Nc P.. ANO[ouaxaaADE SITE TASSO0NAR DRAlnwaBINIOPROPG Eaoslon Ana SEGNTEYTArx,n COx'n0f. srauclURER PMwsTVSSLOreoxANO AROUnDTxB
RoADANDSiRUCIl1RF.3 S.9 SINMR As N01!<x GIADDIG Is CoMYLeIE LEAVETIBSDESLMdTT1T RgIfA®aEDANix V WETAre RTx TADMARV SEED Sm(M'D
M.NEN PIU�AREARYBFDM_EN,_UI SROMONLGN'TRGL DevN,. SH.GD EEAduSTEDAPPROIRMTELY TOCIX LEEUNMbNAMIY.
RI LOMNY'TE lIw,LORAUDq OP GROUNDS,' I' aP90LLCW'ITCAL AREAS. AND PW WItN'ILY —G, LNEML'AI'H ANUMULCx ASIWOIK HN -A'l..
9, ALL EROSION ODRIBROL PRACTICES VM BE MSPF.0 DWEIRILY AND ARIESR nMFALL P.vENT3. RPRIMSR,LLRI! MADE DTMEINATE.IY,
101 AFTER PALM PORTION OF THE SITE IS SI'ABILIeiD, REMOVE ALLT:MPORARY MEASURES AND INSTALL PERMnNENTYNGETATON PO0.TNAT PORl10NOPTIBSDE
I
Nc 1Qa 4 Q6 SURFACE WATER CONTa0I900. ER081ON CaN'IMLNEAWRFS 50 S.9SITE CONMTMn9 LxugE lllE Exo3IIR +CGNTROL6 'wxeMwClO[DAN[:E R'Ilx
IANDMW.
o13NLt ARGSDI3NTBFD BY IOHeIAULTON UNUSS OTIFJIRTSE IMPRO,ED9NALL BE 9oIx)POOR SPRDEG ASMMCA'IAD WITIM IS GAYS PiPRCPBGTW OF
M,0Y, ALLALAAN TI.IRILLPOINeIORKSO. NONE. --DAYS.ITISIG.,wGWlItlER MUIGG[XAMPOS!'.gtE'T.vlvAUWT AISOLOVH'RARWSNeF'ONE
1 )BSG DTHEEeF IMALSTABILIGTaTI- 19Nf.YDR9
DATE TYPE
AZEDERA
OR
OR .—AGRE
9PrEMNM1 -M fHINR RO.'`Deo1 RI.�ABP
FERTILIZER APPLICATIBN
PP-1, to GS 11DA 57(x). non 1 TM n9R ILA aaOM N es
,
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co0ronplefN�n of onalrvcl on(:'dh apRN+NfINlar) Idlorinp
w
L•HPCK DAN: IN AIMxNANCRRPQGDN P.N10
M6PFLT— GAMS AND G�nN �RxwM�_NR —NxDrvDIE
ANIIL IATE DslGnuMAnl IRGSron Occurs — ENL.xECR DAM ANDEROSIONN PROM HRIN ItZM uNONSGUISMIND owN. OLINVERT Au DAMAGE
ns ncrDmrorrcvrxr DAMnucTlxcxAN u�vrs.BTwlwn.wDwTVCLHAnxuroDRAln rNSauTwnu:
FROM CARRYING SEDINENovei T`xG`E O I`N, All STONES TO GAMS.,3NEeDRDTO MAINTnM GRANIN xewxrnNOCROSSSeciloN.
C'ONSTNCIION ENTGNCE: NAMTFNANCE NEQIImEIBxT13
x -DMH SroNE..GTEREwCx GMFALLpMSPIXT wNY SRUL EDS6D l'ONTGPSEDPIENT AND CLEAN rt OIR eTTE TG6 MAY REpDNE PER1aDM ttV bIE95WO wllH
ASNECESSnRY. IMMEDIATELY REMO,E ALL 1NIECTI0NAILE MATEAIALL PILLED. %`Y— .E TRA.EDONTORIBIICROADw -
LANDa 0.ADD10.MAINTENANCENEQUNEMS—
PROAPILY nAAOve LLLL GInAw.ND DrvEas- IUrroRT eNOVOx ANDSEDIAIENTAnDN CONTROL PNA.TMeq —1 AFTER-1 RAwFALIS.
uMANi OUfiDS IS A+ESSEnTIALI,,RrMAn EFFECIIR, eE�'meM IMMPDIATEtr. RNOMrt MAINTENANCE OFSMALL FAGGED ANG3aPlO0.E
sEBOMO. N.w+reNwNa REOUI[FwfErvls
AP.9fi¢G AND MUUx AREAS STAND Of VIN E A SONCAN NT BEGaT WN¢xf TOBE»e TMLrxe9,.A.vsCMry A.RPTA9.SOL¢.GDwTIMOW.N OPCTENOM TRAFPM FU MUCH
As MPLANNING. EISPELT.AIZED NEvlFORFAILUcAmMBESNEL AGAR roBElSAN eRTANUVUD uNTB. NIS NANNNASaeFN POSSIBLE. ONE FULL YEAR
FROM PLANNING. L'SG�q,P�wAIISFHGMe� MAN NATPRIA I REPAIRS ITIES ¢PDMO6 AN. wnNM txe SANE n.6 M%sl&.E RESEEUEV4 DA
PPRNAANDT SPEORNED PREPARATION OR OVe ED THE SrAND. CONSIDER SEEDING TSMPGLARI'. ANNUAL SPECIES IE TIIR TLME OP rBAR IS NOT weewpNMTE POR
S NRE ARA�lTON 19¢VENDALT09IKCFffiPUL PL.,rvT e3TANLI3HN0rt.ATia[IOSPRONeOl3 WEL4NL,'PRVP.D.I003E AND UNIFORM. wNeRe
x uaO eERINNiIOA'Rie'rxo ARB USED. ixB SUaEA AMr BE I.E!-r wITVAMOaB IRREODU[ SURFACE DP LARG¢cI.oDB ANDSra+eA.
�nPnY I.GM.ACCOaDMCro soa T64IRP.COAD.4TBIATIOHS. BTxE Pxlncllxrrl of Txssoa IsrarCxowx. ANAIPUCwrronoFGRINrNnwc RULTILTreAL
uMESIONE nTTff. GIE PF 1TO 11�'RTNSIE[ACRE �CgIRRETEXITIRFD.S011.S WOHZA YN(w6pt NN:x xrvEEDTN�UTIB�¢LDiueo MUSUALLY3IIFFICIENr. MPLY
1-1 MIN BLASE APPLICATBH GTE5IX1900.'1ESlB.H_D TxF9eAG NOTOG =FA NARLYwI=LR GRAce ED0.TD.T�RM -X_'D= ME ACRE IIOIX
E sxauLD ee INCORRORAT ®1Nro rxBTO.ae Irv¢TESOP saL.IP A xroRAUUL sEEOEa Is useD. roNM M1x seep AND PanuzeR MORE THAN m
MMUrES RFROGAerlRCnnon.
1L11CIRLOGIREPURG —IFi SGU T WaGwOACReN RI1AN sGEi9oTMIN A TOGS. LW OV rtlu Prs woR roR%ina exv MAY NO PRE "'O ITIARGNO�WTN�`O.oR mNee
SreemRrGNS:1 DNTxewNT,IUR.EPOR¢SnmIND (MUCTKE Am,suaeueRTBx:NeNlNC.I
SEEDBED PREPARATION
��i�11 II
.
ROCK INLET FILTER
ROCK INLET FILTER
WATER BAR DETAIL
FOR ROAD SLOPE 5% OR GREATER
PROFILE VIEW
Iz^ 1
6 ".ITC PLAN VIEW rs" BERM
\1 —LL —CL —CL CL-
100' MAX
NAI'URALGROUND
4" PLASTIC PIPE IN
FILL AREAS
W F
a --
Tn
Co G L?a
x W zm
N
l7
D U
J
e
C)
I--I
MM�
F�+�1
U

t
1 � R— B
MWATERDAD It N S I W.° rARCpO rvPr.
IPURLM` ROAD) M F e s WPALbCA ry'NN MINOCOAT @I-
TYPICAL ROADWAY SECTI ❑N
1/e(V0.' 0A2Sln) S Rrni. T r7l ' •
FT. .1/ � e/ FTFT.
1 -0.0 2 1 /I•
0.18
_y -0SS
s•
B. SHOULDER SECTION
DRIVEWAY TURNOUT GRADES
OF BERM • BASE OF UPSTREAM CHECK DAM
SHALL BE PLACED AT ELEVATION
DITCH OR TEMPORARY DIVERSION SVALE EQUAL TO TOP OF DOWNSTREAM
CHECK DAM
CHECK DAM (TYP)
CHECK DAM PLACEMENT DETAIL
TEMP DIVERSION
U
I
I >1
I
ILT FENCE
CHANNEL LINED
VITH CLASS B
ILT FENCE AS NEEDED
STONE (9' DIA)
3' DEEP W/ 2 -1 J
SIDE SLOPES �^
+_
I UP E "R1 Ir
^\
3.yD3> 691
ro�°dM���°ro°�&^ -�
ROBBING
J�
U
•TONE
STONE
.1 I
CHECK
CHECK DAM 1`
(USE R57 J I j
STONE) 7` o
\ DAM
,.�._ --SILT FENCE
(/r
\2(^ TEMP STRIA
PROPOSE
w I
IPE ► CROSSING V/ PIPE
PIPES TO BE
I
I INSTALLED DURING
INSTALLED
° u
THE INITIAL
PRO J ECT CLEARING
OPERJATIONS
PIPE INSTALLATION PROFILE 1/3
PIPE INSTALLATION CROSS SECTION 2/3 j
1. CONSTRUCT DIVERSION CHANNEL TO PLACE WATER FLAW AWAY FROM PIPE CONSTRUCTIONZONE. USE A S' DEEP
CHANNEL W /2:1 RIDE SLOPES.
2. PLACE STONE. DAMS TO PREVENT WATER FROM F.NTERINO PIPE. CONSTRUCTION ZONE
3.1FLACEANDCONSTRUCTPIPERI.
1. CONSTRUCT AND PLACE PIPE 02 AND COMPLETE FILL GRADING OVER PIPES,
S. PLACE AND CONSTRUCT HEADWALLS.
6. REDD(E(T STREAM FLOW TII(U PIPE 01 REMOVING STONE DAMS.
(POPE #2 IS FOR FLOWS EXCEEDING NORMAL OR Q10 EVENTS.)
I FIL ANDCOMPACTDIVERSION CHANNEL.
e. SEED, FERTILIZE, AND M HALLDISTURBEDAREASOUTSIDEOFTUE
ROADWAY CONSTRUCTION ZONE.
9. REMOVE TEMP. STREAM CROSSING - CONSTRUCTION ACCESS WILL NOW OPERATE OVER THE PIPE A, PILL GRADE.
RE ALL UTILITIES, WATER, POWER, GAS.TEL ETC. WILL BE REQUIRED TOCONSTRUCT ONLY IN THE EXISTING ROADWAY
FILL OBADE AND WILL COMPLY WITH ALL OSNA SIDS DEPENDING UPON THE TRENCH DEPTHS.
PIPE INSTALLATION SEQUENCE 3/3
PIPE EUTLET TO VELL- DEFINED CWttA:L
PIME DITLET TO FLAT AREA -
NO ELL - DEFINED CHANNCL
00 00 pOppO00ppOOp
_s a •'o °eseeve °°�
p pp000po poo
popoo Opo o°pop poop
.
=, °s0000 ^,o ° =e eo
OOOO OpO000 ODOp 00
0000 0 0000O0 00000
0000000000000
3.yD3> 691
ro�°dM���°ro°�&^ -�
Opp00
ecz
J�
o
a
PIPE OUTLET DETAIL
l FLU.
HCDOeS m H)
tl stmt ss B Eroz—
— Stone
1"
MR,
A I
I
Stress c.—M
Temporary Stream Crossing Detail 1/2
—.T a5 0 °ST [oP Y Y Pot
to0et 6UnMi f
C ss B El.—
cater
DIUtN
Strenn CMmel Goss Sectbn
Temporary Stream Crossing Detail 2/2
W �
a
Vl
a
W mz�
00 =
if
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0
ti U
O
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° P.y
V
4-
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