20160035 Ver 1_401 Application_20160116

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
January 4, 2016
Mr. David E. Bailey Ms. Karen Higgins
US Army Corps of Engineers NC Dept. of Environment & Natural Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit
3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, North Carolina 27587 Raleigh, North Carolina 27604
RE: Crosslink Community Church NWP 29 Pre -Construction Notification Application
Town of Mebane, Alamance County
Dear Mr. Bailey and Ms. Higgins:
On behalf of Crosslink Community Church, we are requesting authorization from the USACE to use NWP 29 for 69
linear feet of permanent stream impact and 15 linear feet of temporary stream impact for roadway construction for the
proposed community church. We are also requesting a 401 WQC from NCDWR for the above referenced impacts.
The site of the proposed Crosslink Community Church is a 16± acre parcel in Alamance County. The project is
located on State Road 2126, also known as Old Hillsborough Road (Latitude: 36.055727°N Longitude: -79.28826'W).
The project is situated in the Little Haw Creek Watershed, Cape Fear River Basin. McAdams Creek forms the east
property border. A small, impounded waterbody lies to the west and connects to McAdams Creek via an intermittent
tributary. The Water Quality Classification for McAdams Creek is WS -V; NSW.
A request for preliminary Jurisdictional Determination (JD) was submitted to the USACE Raleigh Regulatory Field
Office on October 5, 2015 and Mr. David Bailey, USACE, visited the site with Timmons Group staff to confirm the
delineation on November 24, 2015. Ms. Sue Homewood, NCDWR, also visited the site on November 24, 2015 to
issue a buffer determination.
The proposed project impacts consist of 69 linear feet of permanent stream impact and 15 linear feet of temporary
stream. The impacts will occur from the installation of a culvert and fill for upgrading a gravel road to a paved road to
accommodate congregation traffic. The authorization for buffer impacts were requested though the City of Mebane.
There are no proposed wetland impacts.
Please refer to attached PCN, supporting materials and plans for details describing the proposed impacts. If you
have any questions, please do not hesitate to call me at 919-866-4952 or scott.mitchell(a)timmons.com.
Respectfully Submitted,
Scott Mitchell
NC Environmental Practice Group Leader, PE
cc: Sue Homewood, NCDWR RRO, sue. homewood(a)ncdenr.gov
Attachments:
Pre -Construction Notification (PCN)
Agent Authorization
USGS Topo Quad
Alamance County Soil Survey
Impact Map
Site Plan
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑✓ Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c.
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
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes[Z] No
For the record only for Corps Permit:
❑ Yes[Z] 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[Z] 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:
Crosslink Community Church
2b.
County:
Alamance
2c.
Nearest municipality / town:
Mebane
2d. Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Crosslink Community Church
3b.
Deed Book and Page No.
Bk 3176 Pg 0554
3c.
Responsible Party (for LLC if
applicable):
Chet Sikes
3d.
Street address:
1030 Mebane Oaks Road
3e.
City, state, zip:
Mebane, NC 27302
3f.
Telephone no.:
919-304-0600
3g.
Fax no.:
3h.
Email address:
[e-mail]
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:
Scott Mitchell, PE, LSS
5b.
Business name
(if applicable):
Timmons Group, Inc.
5c.
Street address:
5410 Trinity Road, Suite 112
5d.
City, state, zip:
Raleigh, NC 27607
5e.
Telephone no.:
919-866-4952
5f.
Fax no.:
919-859-5663
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
9813498204
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.055727 Longitude: -79.28826
1 c.
Property size:
16+/- acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Little Haw Creek
2b.
Water Quality Classification of nearest receiving water:
WS -V: NSW
2c.
River basin:
Cape Fear River Basin
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 land cover is a mix of forest and cultivated fields with an existing gravel road that roughly bisects the property. McAdams Creek flows along the
western boundary of the tract and two intermittent tributaries flow east to west into McAdams Creek. One of the tributaries is impounded to form a
small pond. There are numerous, small residential subdivisions off of Old Hillsborough Rd in this vicinity as well as a large municipal complex.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.009 ac wetland 1.12 ac pond
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,098 LF
3d. Explain the purpose of the proposed project:
The purpose of the project is to build a church for the expanding Crosslink Community Church congregation including utilities infrastructure.
3e. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for road construction, utility installation and grading will be used to construct the proposed project such as track hoes, bulldozers, du
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑✓ Yes ❑ No ❑ Unknown
Comments: Stream Determination
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Scott Mitchell, LSS, PE
Agency/Consultant Company: Timmons Group
Other: David E. Bailey USACE
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Stream/Buffer Determination Letter issued by City of Mebane.
Wetlands JD issued by USACE.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑✓ No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑✓ No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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.
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:
No wetland impacts
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, fill, riprap outlet pr(
UT to McAdams Creek
INT
Corps
3
69
S2 T
Culvert, fill, riprap outlet pr
UT to McAdams Creek
INT
Corps
3
15
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
84
3i. Comments:
S1 and S2 are impacts from road construction across the property to the church building and parking lot.
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 miticiation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑✓ 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
B1 P
No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments: Authorization for Buffer Impacts are being requested through City of Mebane.
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Crossing of the stream is proposed at the location of an existing gravel drive crossing in an effort to minimize steam impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A pump -around system will be used during a period of low flow to minimize the stream impacts during culvert removal and new culvert installation.
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 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
El 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:
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.
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
❑ Yes ❑✓ No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(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
❑✓ 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.
❑✓ Yes ❑ No
See attached Diffuse Flow Plan (Sheet No. C2.1)
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
13 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑✓ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Does not exceed impervious cover threshold.
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?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El 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)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes[Z] 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:
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):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El 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.
Sewage disposal is provided through local sanitary sewer infrastructure.
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 ❑✓
No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑✓
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?
USFWS database by county www.fws.gov/raleigh/species/cntylist/alamance.htmi
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?
Essential Fish Habitat (EFH) Mapper www.habitat.noaa.gov/protection/efh/ehfmapper
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?
Listed properties on the National Register and NC State Historic Preservation Office Service
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?
FEMA Map (Special Flood Hazard Area-Floodplain) GIS layer from ConnectGIS (Alamance County GIS)
Applicant/Agent's Printed Name
Date
Applica Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Strickland, Bev
From:Justin Milstein <[e-mail]>
Sent:Monday, January 11, 2016 3:14 PM
To:Higgins, Karen
Cc:Montalvo, Sheri A; Strickland, Bev; Scott Mitchell; Adam Aycock
Subject:Crosslink Community Church (Alamance County) - PCN Application
Attachments:0_Crosslink Community Church Cover Letter.pdf; 1_Crosslink Community Church
PCN.pdf; 2_Agent Authorization_Crosslink Community Church.pdf; 3_Crosslink
Community Church Soil Survey Maps.pdf; 4_Crosslink Community Church USGS
Map.pdf; 6_NCDWR Stream Buffer Letter.pdf; 7_Crosslink Community Church Impact
Maps.pdf; 8_Crosslink Community Church Plan Set.pdf
Hello Karen,

Attached is the PCN application for Crosslink Community Church in Mebane. The hard copies were delivered to your
office today. Please let me know if you need any additional information or if you have any questions.

Sincerely,

Justin Milstein, SSIT
Environmental Scientist I
Soil Scientist in Training
TIMMONS GROUP | www.timmons.com
5410 Trinity Rd, Suite 102 | Raleigh, NC 27607
Office: 919.866.4508 | Fax: [phone]
[e-mail]
Your Vision Achieved Through Ours

1

TIMMONS GROUP
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDENR — Division of Water Resources
US Army Corps of Engineers 401 & Buffer Permitting Unit
Wilmington District 1650 Mail Service Center
PO Box 1890 Raleigh, NC 27699-1650
Wilmington, NC 28402-1890
To Whom It May Concern:
I, the undersigned, cut -rent property owner designate and authorize representatives of Timmons Group,
Inc., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental int rmation in support of applications, etc., from this day forward.
This the --day of 20b
(numli er) (Month) (Year)
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon
the property herein described for the purpose of conducting on-site investigations and issuing a
detennination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the
Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: LlA I< O Location: C) ,
Property Owner's Name (Pri
Property Owner's Signature:
Property Owner's Mailing Address: 1030 A.e ;1,.e ba k -s 1?d,
4446 NC- 'Z 7,30z
Property Owner's Telephone: -30 fl Fax No,
Property Owner's Email Address: CA re
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in bApplicant
(When Applicant has property/properties under contract to
purchase from duly authorized owner of record)
The Department of the Army NCDENR — Division of Water Resources
US Army Corps of Engineers 401 & Buffer Permitting Unit
Wilmington District 1650 Mail Service Center
PO Box 1890 Raleigh, NC 27699-1650
Wilmington, NC 284021890
To Whom It May Concern:
I, the applicant, hereby designate and authorize representatives of Timmons Group, Inc., to act on my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of a plications, etc., from this day forward.
This the day of Z1, l , 20 —
(number) (Month) (Year)
I, the undersigned applicant, with written authorization from a duly authorized owner of record of the
property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army
Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations and issuing a determination associated with Waters of the U.S. subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and. Harbors Act of
1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project NameC"!}S Qal(C Co Flyto,c.tL".CI-tuktMLocation:
Property Applicant's Name (Print): PgA4T T:a �—.C`C E
Property Applicant's Signature:
Property Applicant's Mailing Address: 2,-, ff11W20 rtD
Ule-qAm, AC 2-7?D
Property Applicant's Telephone: T / b 7 -7`7 2-0 Fax No.
'Tt 4 61, 81-6-7 0-7
Property Applicant's Email Address: � /V S C O e LID 1j C' E 0 � CQ
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Water Resources
ENVIRONMENTAL QUALITY
PAT MCCRORY
c;,,, c,,,,,,
Se, I "l'11'1'
S. JAY ZIMMERMAN
D11",!"r
January 6, 2016
Timmons Group
Mr. Scott Mitchell
P5410 Trinity Rd, Suite 112
Raleigh, NC 27607
Subject Property: Crosslink Community Church, 3480 Old Hillsborough Rd, Mebane NC,
Alamance County
On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0500)
Dear Mr. Mitchell:
On November 24, 2015, at your request and in your attendance, Sue Homewood conducted an
on-site determination to review features located on the subject project for stream
determinations with regards to the above noted state regulations. David Bailey with the US
Army Corps of Engineers was also present during the site visit.
The Division acknowledges the areas and boundaries identified as jurisdictional wetlands by the
USACE. The attached map accurately depicts all stream determinations conducted during the
site visit.
Please note that at the time of this letter, all intermittent and perennial stream channels and
jurisdictional wetlands found on the property are subject to the mitigation rules cited above.
These regulations are subject to change in the future.
The owner (or future owners) should notify the Division (and other relevant agencies) of this
decision in any future correspondences concerning this property. This on-site determination
shall expire five (5) years from the date of this letter.
450 W. Hanes Mill Road, Suite 300, Winston-Salem, North Carolina 27105
Phone: [phone] FAX: [phone] Customer Service 1-877-623-6748
Internet: www.ncdenr.gov - www.ncwater.org

Scott Mitchell
January 6, 2016
Landowners or affected parties that dispute a determination made by the Division or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to
the Director in writing c/o Wetlands and Buffers Permitting and Compliance Unit, 1650 Mail
Service Center, Raleigh, NC 27699-1650. Individuals that dispute a determination by the Division
or Delegated Local Authority that "exempts" surface water from the buffer rule may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter.
Applicants are hereby notified that the 60 -day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners) is notified of this decision. The
Division recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This determination is final and
binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the mitigation rules and the buffer rules and does
not approve any activity within Waters of the United States or Waters of the State or their
associated buffers. If you have any additional questions or require additional information please
contact me at 336-776-9693 or [e-mail].
Sincerely,
Sue Homewood
Winston-Salem Regional Office
Enclosures: Timmons Group topo
Timmons Group sketch
Timmons Group site survey
cc: Justin Milstein, Timmons Group (via email)
Natalie Landry, Timmons Group (via email)
Chet Sikes, Crosslink Community Church (via email)
David Bailey, USACE Raleigh Regulatory Field Office (via email)
DWR, Winston-Salem Regional Office

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ConnectGIS Feature Report
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http:!Ialamancecowity.connectgis.com/DownloadFile.ashx?i= aLs_mapfe429ccaOd68413184dda56c963f43edx.litin&t=print 11/30/2015

MEBANE
QUADRANGLE
NC 7.5 MINUTE
SERIES
(TOPOGRAPHIC)
0
STATE OF NORTH CAROLINA
DEPARTMENT OF CONSERVATION AND DEVELOPMENT
RALEIGH, NORTH CAROLINA
y.m m NF 17'30" 'A
20' °51 rQr"'P, 1140 Tcw NE) 653
MESANEI
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Top=583.70' \\\\
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Rim=583,48'
inv out=572.86'
inv in=572,96'(plug)
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7
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HEADWALL
STREAM CROSSING CONSTRUCTION SEQUENCE
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND
BED, AND APPROACH TO A MINIMUM.
2. INSTALL A ROCK DAM UPSTREAM AND DOWNSTREAM. USING
CLASS B RIPRAP (D50=13") ON THE FRONT AND #57 STONE
ALONG THE BACK TO MAKE THE DAM IMPERMEABLE.
3. HAVE PUMP IN PLACE FOR FLOWING STREAM TO PUMP WATER
FROM UPSTREAM DAM PASS THE DOWNSTREAM DAM TO DIVERT
FLOW FROM STREAM CROSSING DURING CONSTRUCTION.
4. DURING CONSTRUCTION ON NORMAL FLOW THERE WILL BE
SEEPAGE AND A SEDIMENT BAG ON A STONE BED, SHALL BE
USED TO PUMP SEEPAGE TO A SEDIMENT BASIN ONLY IF NEEDED
DURING CONSTRUCTION.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN PUMP AROUND AS
NEEDED. ROUGH GRADE CROSSING.
6. INSTALL FILTER CLOTH AS NECESSARY.
7. INSTALL PIPE CULVERTS AND BACKFILL PROPERLY.
8. INSTALL DISSIPATER PADS AT PIPE OUTLETS.
9. INSTALL PROTECTIVE GROUND COVERS TO PROVIDE
PERMANENT EROSION PROTECTION AND IMPROVE VISUAL
QUALITY BUT NOT INTERFERE WITH DRIVE LINE OF SIGHT FROM
THE ROADWAY.
10. STABILIZE ALL DISTURBED AREAS BEFORE DIVERTING WATER
THROUGH STREAM CROSSING.
11. UPON COMPLETION OF CROSSING WITH AREA STABILIZED, THE
UPSTREAM AND DOWNSTREAM DAM MAY BE REMOVED.
12. REMOVE PUMP AND SEDIMENT BAG PUMP IF IN USE.
13. ENSURE THAT PERMANENT MEASURED NEEDED TO CONTROL
EROSION ARE CONSTRUCTED ACCORDING TO PLAN TO ENSURE
ALL EROSION REQUIREMENTS ARE MET.
OO °°
O 00
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OUTLET PROTECTION
L=16',W=18.'
ZONE 2:20' (16'18 AC, E
STREAM BUFFER
16.48
ZONE 1
STREAM BUFFER \
ENTERLINE OF McADAMS
CR THE PROPERTY
/LINE
j� ZJ
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ZONE 2 20'
STREAM BUFFER
ZONE 1 ; 30'
L4 i STREAM BUFFER /
4s-
VERNON
S
VERN❑N D. CLAPP
DB,1529 P,248
PB,22 P,73
PB,61 P.96
PIN:9813494621
LAND USE: SINGLE FAMILY (010)
TAX DISTRICT: 45-E ALAMANCE
3
SCALE 1"=40'
� o. P
�N 0 40' 80'
00Z
\ EXISTING CULVERT
30' BUFFFE
\
50' BUFFER
EXIST. GRAVEL ROAD
A-
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O- — - — - — - — - — - — - — - —
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PROPOSED CONDITION
SCALE: 1 " =20'
PERMANENT
ZONE 1 IMPACT: 3,557 SF
ZONE 2 IMPACT: 2,175 SF
STREAM IMPACT: 69 LF
U 0�0
OHO o
ACCESS DRIVEWAY
TEMPORARY
STREAM IMPACT
\ CREEK BANK
\\ \ EXISTING CULVERT
\\
\
TEMPORARY
ZONE 1 IMPACT: 1,345 SF
ZONE 2 IMPACT: 828 SF
STREAM IMPACT: 15 LF
1
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SCALE: 1" =20'
EXIST. GRAVEL ROAD
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(n DATE
O9/9/15
} DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
SCALE
1 "=40'
�J
JOB NO.
36810
SHEET NO.
C8.0
3
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PERMANENT
ZONE 1 IMPACT: 0 SF
ZONE 2 IMPACT: 293 SF
TEMPORARY
ZONE 1 IMPACT: 0 SF
ZONE 2 IMPACT: 7,317 SF
STREAM IMPACT: 0 LF m m m m STREAM IMPACT: 0 LF
STREAM CROSSING CONSTRUCTION SEQUENCE
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND
BED, AND APPROACH TO A MINIMUM.
2. INSTALL A ROCK DAM UPSTREAM AND DOWNSTREAM. USING
CLASS B RIPRAP (D50=13") ON THE FRONT AND #57 STONE
ALONG THE BACK TO MAKE THE DAM IMPERMEABLE.
3. HAVE PUMP IN PLACE FOR FLOWING STREAM TO PUMP WATER
FROM UPSTREAM DAM PASS THE DOWNSTREAM DAM TO DIVERT
FLOW FROM STREAM CROSSING DURING CONSTRUCTION.
4. DURING CONSTRUCTION ON NORMAL FLOW THERE WILL BE
SEEPAGE AND A SEDIMENT BAG ON A STONE BED, SHALL BE
USED TO PUMP SEEPAGE TO A SEDIMENT BASIN ONLY IF NEEDED
DURING CONSTRUCTION.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN PUMP AROUND AS
NEEDED. ROUGH GRADE CROSSING.
6. INSTALL FILTER CLOTH AS NECESSARY.
7. INSTALL PIPE CULVERTS AND BACKFILL PROPERLY.
8. INSTALL DISSIPATER PADS AT PIPE OUTLETS.
9. INSTALL PROTECTIVE GROUND COVERS TO PROVIDE
PERMANENT EROSION PROTECTION AND IMPROVE VISUAL
QUALITY BUT NOT INTERFERE WITH DRIVE LINE OF SIGHT FROM
THE ROADWAY.
10. STABILIZE ALL DISTURBED AREAS BEFORE DIVERTING WATER
THROUGH STREAM CROSSING.
11. UPON COMPLETION OF CROSSING WITH AREA STABILIZED, THE
UPSTREAM AND DOWNSTREAM DAM MAY BE REMOVED.
12. REMOVE PUMP AND SEDIMENT BAG PUMP IF IN USE.
13. ENSURE THAT PERMANENT MEASURED NEEDED TO CONTROL
EROSION ARE CONSTRUCTED ACCORDING TO PLAN TO ENSURE
ALL EROSION REQUIREMENTS ARE MET.
L-
1001,1 p.
10
TQTq� _ 26,1p �a
-------------
F_ ------------
PHASE 2 PARKING �I
II
II
II
II
PHASE 2 BUILDING
II
II
II
II
II
II
II
L II
II
�J L ---- -----------i
H❑ELLER INVEST❑RS C❑RP❑RATI❑N
DBA72 P,79
PIN;9813588901
74.89 AC, REMAINING
(PER DEED)
LAND USE: SINGLE FAMILY (010)
IISTRICT: 45-E ALAMANCE
(16,18 AC, EXCLUDING R/W)
16,42 ACRES
—ZONE 2 : 20'
STREAM BUFFER
ZONE 1 + 30'
STREAM BUFFER
SCALE 1"=40'
0 40' 80'
ZONE 2:
PERMANENTIMPACT
-- 12- McADAMS CRE
L \ EK
LARRY G. PARKS AND BILLIE A, PARKS TRUST
DB,2733 P,181
TRACT 4
PB,22 P,73
PIN+9813398259
LAND USE: SINGLE FAMILY (010)
TAX DISTRICT1 45-E ALAMANCE
ZONE 2:
PERMANENT IMPACT
4i
THOMAS B, & MARY STANCELL
DBA29 P,880
LOT 4
PB,59 P,121
PIN19813492013
LAND USE+ VACANT LAND (501)
TAX DISTRICT: 45-E ALAMANCE
ZONE 2:
PERMANENTIMPACT
S63'k6'?�, E
1'❑D
CORNTR❑L
CORNER
4
25'0p'
ZONE 2 : 20'
STREAM BUFFER
ZONE 1 :3
STREAM BUFFER
BARRY H, & DIANE T, BURGESS
DB,1003 P,185
TRACT 2
PB,22 R73
PIN:9813388737
LAND USE1 SINGLE FAMILY (010)
TAX DISTRICT: 45-E ALAMANCE
BR❑DIE C, & LYNN H. COVINGT❑`
DB,1426 P.364
PIN+9813557432
LAND USE: GENERAL FARM (101)
TAX DISTRICT: 45-E ALAMANCE
0
�s
HAROLD T, & PATRICIA JONES
DB,419 P,344
TRACT 1
PB,22 P,73
PIN19813388570
LAND USE: SINGLE FAMILY (010)
TAX DISTRICT: 45-E ALAMANCE
E
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DATE
9/9/15
DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
SCALE
1 "=40'
U
QC
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JOB NO.
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SHEET NO.
C8.1
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GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
BASIN 1
1.24
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
4,748
1,980
• HIGH QUALITY
1.45
1.45
WATER (HQW)
7 DAYS
NONE
ZONES
2,610
LIMIT OF DISTURBANCE
• SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
14 DAYS
7 -DAYS FOR SLOPES GREATER
FLATTER
REMOVE
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
1 ,
- - - - - - - - - - - - \
IN,
I
PHASE 1 SKIMMER BASIN SUMMARY
DIMENSIONS, AREA, & VOLUME OF SKIMMER BASIN ARE AT WEIR ELEVATION
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b)) / I I / \ \\ \ \ \ \ \ \ \ \ \ \ \ - _ _ _ _ - ' 1p�•��
- - - - - - - - - - -
600
\ / I \
C I EXISTING POND
\ \ \ LIMITS OF
\ \ \ \\\ DISTURBANCE \
-20NE 1 : 30
-ST
REAM BUFFER/ \
-ZONE- 2 20' / l \1 \ t S \ \ \ \ \ s\ - ' / / 595
Z \
� CCESS TO ADJACENT RESIf3fNCE
\\ \ \ STREAM BUFFER -
MUSTEI\%h�IN OPEN AT ALL TIMES
UNTIL RESIDENCE IS VACATED
8" PVC INVERT
-590-
CD\ ,,J ELS 580.01' _ -� / , // \ \ � _ \ / � � 590
8" PVC INVERT PERMANENT CLEAN -WATER
EL: 580.03'
9O % 11 / - - _ - ' / ���I ' \ \ \ 1 t DIVERSION (INST LL EROSION
- - - - = 5= _ - / / CONTROL MATTING IMMEDIATELY _ _
v \ \ -- _ \ -------------\T - - - - - -- /i' \ / \ LIMITS OF \ 1 -� / I
/ _ _ _ - - - - / / \ \ DISTUf26ANCE / I AFTER I NSTALLATIONIJ / /
�� \ \ \_ - - _ _ _ _ _ -� _ \ \ \ \ \ 1 `` I -MAINTAIN POSITIVE DRAINAGE i
\\ -SILT BASIN - - _ _ _ - - - - - - _ \ \ _ _ _ - _ - 590 _ _ __ _\� _ _ _ _ _ _ _ _ _ 5 \ \ \ \ \ \ \ // / ON CLEAN -WATER DIVERSION
1 _ -- - - - P
off\ \ \ TYPE B, - - - - - - - - _ / LIMITS OF - _ - - - - - - - - •rJ - - - _ _ - \ /' ` / \� �� \\ \ \ \ \ \ I ` I I / / r \ /
ISTURBANCE
- - - - - \ - / / - - - _ - _ \ \ I I -58 - - LIMITS OF
\ \ \ INLET `5 _ - - - _ - - - / / , / , ' GJ \ \ i /' / I \ \ \ \ \ DISTURBANCE
PROTECTION V E /1 \ I ' I / / \ \ I
ry in=582,06' I d\ \ (NP) - - - - - _ - _ - _ \ / 1 •�7f�.17' \ / / \ \ I I / / \ \ \ CHECf� DAM CHECK DAM
TEMPORARY - - - - - _ _ _ - / �� ! i \ \ I I I I 1
TMP 1 (TYP) �
\\\\\\\ CONSTRUCTION _ 7 TYP
p station OORDINATE \18' /RCP INV _ENTRANCE - - - _ _ _
in=572.64' REL CATION OF N \ - _ - - - - - - -
EL 579.15' / - OV EXI�ING REMOVE EXISTIN REMI
ssrlh A) EXISTING EDESTAL\ 4 - - - - - - - - - --------- /��� \ \ \ \ 1 \
ori=561.72' v 24." B.C� �RAV�L DRIVE \ V v v �`9 ! 1 CHECK DAM
W/ OVIDE
W=58et .70ell LIMITS OF \ \ \ \ \ 1 - _ - - - - - - - - - J// 4� P INVERT \\ \ \ \ \ \ \ \ \ O \ \ ` , / (TYP).
DISTURBANCE
SILT FENC8otbo�y � �_ �- - -
'
(TYP) 1
\ \ i ��-- --- -------_-- ----- \ \ \ \ \ \ \ \ \ \ \ \\\ \ //`
ssmh \� I\STONE -OU-TLET -- STONE \OUTLET
Rir=583.4 _TYP) STONE OUTLET (TYP)
/
_ \ \ \ \ \ \ \ \ \\ \ -- _ � ` / , I -_ --
v out=572, EMO V IS�(TYP) II� STONE OUTLET VMTTS OF \ DIVERSION
572,96'(plug)Inv out=579.861\RCP \ TYP).,- DISTURBANCE ZONE 2 : 20' \ \ / / \ \ \ \ \ \ ` \ \ \ - - - - - - _ _ _ - - / / I \ / / DITCH (TYP) /
\ �\ \ I
COORDINATE EXISTIITG- \ \\ 1�"-RCP INV STREAM BUFFER - - - - _
WATER METER REMOVAL W/ \ \ \\ \ EL: 579.10' \ \/ \ \ \ \ \ \ \ \ ` - - - _ _
PROVIDER ONCE ADJACENT \ \ ZONE 1 1 30' \ \ \ \ \ \ \ \ _ _ _ _ _ SKIMMER BASIN 1
RESIDENCE IS VACATED - O\ \ \ / \ / _ _ STREAM BUFFER - \ \ \ \ \ \ ` _ - 1 = 1 ` / \ \ / .
\ \ \ \\ \ / � \ \ _ \ \� \ \ \ \ ` - PHASE 1 DRAINAGE AREA = 1.24 ac � ' / SILT FENCE
STONE OUTLET - _ -585 _ PHASE DISTURBED AREA .10 ac I
/ SKIMMER BASIN 2 / (TYP) '
(TYP)- _ � � _ _ - _ � ` \ PHASE 1 10 -YR PEAK FLOW = 3.33 cfs i F( /
LIMITS OF \ \ \ \lll� \ / / ` ` \ \ \ \ \ \ _ - - _ _ _ - _ - - _ _ _ _ ` ` P ASE 1 DRAINAGE AREA = 1/.45 ac
DISTURBANCE _ _ , \\ \ \ \ \ \ _ - _ - - - _ 1 P�ASE 1 DISTURBED AREA = 1.45 ac i
\ \ \ _ - - - _ - - - - - - \ \ \ PHASE 1 19 -YR P AK F OW =14.14 /
REMOVE EXISTING
MAILBOX ONCE ADJACENT r\ \ \\ \ \ - - \ --- 11 /
LIMITS OF
DISTURBANCE _ LIMITSLOF \ .STC�IE OUTLET \ S8
RESIDENCE IS VACATED \ t S / /
DISTI�RBANCt \ \ _ _ _ _ _ _ STXP)-
-575
_
HEADWALL �%� \ �� \ ? � \ \ \ \ _ � _� \�/ \ \ _
80
-ZDNE--2-1 -20= - S WEIR
STREAM BUFFER \ \ \ \ - - -
-_� 2 S�ZIMMF�R W/\ \ \ - - - -
' - - - - - 1-25" ORIFICE,,,,
\ - -___ /� 11 ZTTHE 1 30 \ \ - - - - - / / / / /
J, N11 \ \ \ \ \-- /` \ - STREAM BUFFE ♦ \ \ \ \ \ / / / / / / / /
--575' ♦♦ \ \\ \` _ / /' / POROUS/' /
\ \` \ DIVERSION ' / / / / / / /
\ O / / / /
-DITCH (TYP) - / / / �� / BAFFLES
STONE OUTLET/,POROUS `♦ -\ \ \\ __-___ _- _ ` �'/ /' /' // // (TYP),.
(TYP) L BAFFLES/W/ V�,ORIF1jrE­
5" fSVMMER TYP _ ` /' / / / 1. S
(TYP) \
CID
-SIFT FENCE-
\\(TYP)
INVER,S10N
%� DITCH (TYPE SICffFENCE / ♦ I/'
` .. \ � (TYP)
2' x 2' ENERGY �� LIMITS OF - _ / / /
DEMOLITION NOTES PHASE 1 EROSION CONTROL CONSTRUCTION SEQUENCE �� III / DIssIPATOR�, _ DISTURBANCE - - - _ _ _ _ _-SILZFENCE - _ - / / 5' WEIR
\ JJII /// (TYP)
_ _ STONE OUTLET
\ STONE OUTLET - - - _ _ _ / / (TYP)
\ \ \ I DO NOT DISTURB \ � � _ \ � / /
1. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION 1. NOTIFY LOCAL EROSION CONTROL INSPECTOR PRIOR TO ANY LAND DISTURBANCE. LIMITS OF DISTURBANCE = 4.81 ACRES \ // ZONE 1 STREAM �� - - (Typ)- /
CONTROL MEASURES ARE IN PLACE AND APPROVAL \ „ BUFFER/�-EEK
OF THE CITY INSPECTOR. REFER TO EROSION 2. REMOVE EXISTING 18" DRIVEWAY CULVERT & INSTALL CONSTRUCTION ENTRANCE &
CONTROL PLAN. PROPOSED 18" DRIVEWAY CULVERT AS INDICATED ON PLAN.
2. DO NOT INTERRUPT EXISTING UTILITIES SERVING 3. BEGIN INSTALLATION OF SILT FENCE ALONG PERIMETER OF SITE. CLEAR AND GRUB
FACILITIES OCCUPIED BY OTHERS AT ANY TIME. ONLY WITHIN SILT FENCE LIMITS. REMOVE STUMPS AS NECESSARY. DISTURB ONLY THE
AREAS NECESSARY FOR INSTALLATION DO NOT DISTURB ZONE 1 STREAM BUFFER
3. SAW CUT EXISTING PAVEMENT AT ALL EDGES WHEN
ABUTTING NEW PAVEMENT SECTIONS.
4. SUBSURFACE FEATURES ARE SHOWN IN
APPROXIMATE LOCATION.
5. VERIFY LOCATIONS AND SIZES OF ALL EXISTING
FEATURES PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
6. LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION
AND REPAIR OR REPLACE ANY DAMAGES TO EXISTING
UTILITIES RESULTING FROM CONSTRUCTION.
7. REPAIR/REPLACE ANY EXISTING SIDEWALK, CURB AND
GUTTER, AND/OR ASPHALT TO REMAIN THAT HAS BEEN
DAMAGED BY CONSTRUCTION ACTIVITY.
4. INSTALL TEMPORARY CLEAN -WATER DIVERSION & MAT IMMEDIATELY.
5. CONSTRUCT SKIMMER BASINS AS INDICATED ON PLAN.
6. ONCE THE PERIMETER MEASURES ARE IN PLACE, BEGIN CLEARING AND GRUBBING SITE
AND REMOVING EXISTING FEATURES IN ACCORDANCE TO THE DEMOLITION PLAN.
7. PLACE SLOPE MATTING ON ALL SLOPES 3:1 OR GREATER.
8. STABILIZE ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF INACTIVITY.
9. INSPECT AND REPAIR ALL EROSION CONTROL DEVICES ONCE PER WEEK AND AFTER
EVERY RAIN EVENT.
10. PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE I MEASURES
HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
DRAIN
REA(ACRES)
DISTB.
AREA(ACRSS)
PEAK
FL 0W(CFS)
BASIN SURFACE
AREA(SF)
REQUIRED SURFACE
AREA(SF)
BASIN VOLUME
(CF)
REQUIRED BASIN
VOL LIME (CF)
BASIN 1
1.24
1.24
3.33
2,89J
1,082
4,748
1,980
BASIN 2
1.45
1.45
4.14
1,67J
1, 346
2,815
2,610
DIMENSIONS, AREA, & VOLUME OF SKIMMER BASIN ARE AT WEIR ELEVATION
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b)) / I I / \ \\ \ \ \ \ \ \ \ \ \ \ \ - _ _ _ _ - ' 1p�•��
- - - - - - - - - - -
600
\ / I \
C I EXISTING POND
\ \ \ LIMITS OF
\ \ \ \\\ DISTURBANCE \
-20NE 1 : 30
-ST
REAM BUFFER/ \
-ZONE- 2 20' / l \1 \ t S \ \ \ \ \ s\ - ' / / 595
Z \
� CCESS TO ADJACENT RESIf3fNCE
\\ \ \ STREAM BUFFER -
MUSTEI\%h�IN OPEN AT ALL TIMES
UNTIL RESIDENCE IS VACATED
8" PVC INVERT
-590-
CD\ ,,J ELS 580.01' _ -� / , // \ \ � _ \ / � � 590
8" PVC INVERT PERMANENT CLEAN -WATER
EL: 580.03'
9O % 11 / - - _ - ' / ���I ' \ \ \ 1 t DIVERSION (INST LL EROSION
- - - - = 5= _ - / / CONTROL MATTING IMMEDIATELY _ _
v \ \ -- _ \ -------------\T - - - - - -- /i' \ / \ LIMITS OF \ 1 -� / I
/ _ _ _ - - - - / / \ \ DISTUf26ANCE / I AFTER I NSTALLATIONIJ / /
�� \ \ \_ - - _ _ _ _ _ -� _ \ \ \ \ \ 1 `` I -MAINTAIN POSITIVE DRAINAGE i
\\ -SILT BASIN - - _ _ _ - - - - - - _ \ \ _ _ _ - _ - 590 _ _ __ _\� _ _ _ _ _ _ _ _ _ 5 \ \ \ \ \ \ \ // / ON CLEAN -WATER DIVERSION
1 _ -- - - - P
off\ \ \ TYPE B, - - - - - - - - _ / LIMITS OF - _ - - - - - - - - •rJ - - - _ _ - \ /' ` / \� �� \\ \ \ \ \ \ I ` I I / / r \ /
ISTURBANCE
- - - - - \ - / / - - - _ - _ \ \ I I -58 - - LIMITS OF
\ \ \ INLET `5 _ - - - _ - - - / / , / , ' GJ \ \ i /' / I \ \ \ \ \ DISTURBANCE
PROTECTION V E /1 \ I ' I / / \ \ I
ry in=582,06' I d\ \ (NP) - - - - - _ - _ - _ \ / 1 •�7f�.17' \ / / \ \ I I / / \ \ \ CHECf� DAM CHECK DAM
TEMPORARY - - - - - _ _ _ - / �� ! i \ \ I I I I 1
TMP 1 (TYP) �
\\\\\\\ CONSTRUCTION _ 7 TYP
p station OORDINATE \18' /RCP INV _ENTRANCE - - - _ _ _
in=572.64' REL CATION OF N \ - _ - - - - - - -
EL 579.15' / - OV EXI�ING REMOVE EXISTIN REMI
ssrlh A) EXISTING EDESTAL\ 4 - - - - - - - - - --------- /��� \ \ \ \ 1 \
ori=561.72' v 24." B.C� �RAV�L DRIVE \ V v v �`9 ! 1 CHECK DAM
W/ OVIDE
W=58et .70ell LIMITS OF \ \ \ \ \ 1 - _ - - - - - - - - - J// 4� P INVERT \\ \ \ \ \ \ \ \ \ O \ \ ` , / (TYP).
DISTURBANCE
SILT FENC8otbo�y � �_ �- - -
'
(TYP) 1
\ \ i ��-- --- -------_-- ----- \ \ \ \ \ \ \ \ \ \ \ \\\ \ //`
ssmh \� I\STONE -OU-TLET -- STONE \OUTLET
Rir=583.4 _TYP) STONE OUTLET (TYP)
/
_ \ \ \ \ \ \ \ \ \\ \ -- _ � ` / , I -_ --
v out=572, EMO V IS�(TYP) II� STONE OUTLET VMTTS OF \ DIVERSION
572,96'(plug)Inv out=579.861\RCP \ TYP).,- DISTURBANCE ZONE 2 : 20' \ \ / / \ \ \ \ \ \ ` \ \ \ - - - - - - _ _ _ - - / / I \ / / DITCH (TYP) /
\ �\ \ I
COORDINATE EXISTIITG- \ \\ 1�"-RCP INV STREAM BUFFER - - - - _
WATER METER REMOVAL W/ \ \ \\ \ EL: 579.10' \ \/ \ \ \ \ \ \ \ \ ` - - - _ _
PROVIDER ONCE ADJACENT \ \ ZONE 1 1 30' \ \ \ \ \ \ \ \ _ _ _ _ _ SKIMMER BASIN 1
RESIDENCE IS VACATED - O\ \ \ / \ / _ _ STREAM BUFFER - \ \ \ \ \ \ ` _ - 1 = 1 ` / \ \ / .
\ \ \ \\ \ / � \ \ _ \ \� \ \ \ \ ` - PHASE 1 DRAINAGE AREA = 1.24 ac � ' / SILT FENCE
STONE OUTLET - _ -585 _ PHASE DISTURBED AREA .10 ac I
/ SKIMMER BASIN 2 / (TYP) '
(TYP)- _ � � _ _ - _ � ` \ PHASE 1 10 -YR PEAK FLOW = 3.33 cfs i F( /
LIMITS OF \ \ \ \lll� \ / / ` ` \ \ \ \ \ \ _ - - _ _ _ - _ - - _ _ _ _ ` ` P ASE 1 DRAINAGE AREA = 1/.45 ac
DISTURBANCE _ _ , \\ \ \ \ \ \ _ - _ - - - _ 1 P�ASE 1 DISTURBED AREA = 1.45 ac i
\ \ \ _ - - - _ - - - - - - \ \ \ PHASE 1 19 -YR P AK F OW =14.14 /
REMOVE EXISTING
MAILBOX ONCE ADJACENT r\ \ \\ \ \ - - \ --- 11 /
LIMITS OF
DISTURBANCE _ LIMITSLOF \ .STC�IE OUTLET \ S8
RESIDENCE IS VACATED \ t S / /
DISTI�RBANCt \ \ _ _ _ _ _ _ STXP)-
-575
_
HEADWALL �%� \ �� \ ? � \ \ \ \ _ � _� \�/ \ \ _
80
-ZDNE--2-1 -20= - S WEIR
STREAM BUFFER \ \ \ \ - - -
-_� 2 S�ZIMMF�R W/\ \ \ - - - -
' - - - - - 1-25" ORIFICE,,,,
\ - -___ /� 11 ZTTHE 1 30 \ \ - - - - - / / / / /
J, N11 \ \ \ \ \-- /` \ - STREAM BUFFE ♦ \ \ \ \ \ / / / / / / / /
--575' ♦♦ \ \\ \` _ / /' / POROUS/' /
\ \` \ DIVERSION ' / / / / / / /
\ O / / / /
-DITCH (TYP) - / / / �� / BAFFLES
STONE OUTLET/,POROUS `♦ -\ \ \\ __-___ _- _ ` �'/ /' /' // // (TYP),.
(TYP) L BAFFLES/W/ V�,ORIF1jrE­
5" fSVMMER TYP _ ` /' / / / 1. S
(TYP) \
CID
-SIFT FENCE-
\\(TYP)
INVER,S10N
%� DITCH (TYPE SICffFENCE / ♦ I/'
` .. \ � (TYP)
2' x 2' ENERGY �� LIMITS OF - _ / / /
DEMOLITION NOTES PHASE 1 EROSION CONTROL CONSTRUCTION SEQUENCE �� III / DIssIPATOR�, _ DISTURBANCE - - - _ _ _ _ _-SILZFENCE - _ - / / 5' WEIR
\ JJII /// (TYP)
_ _ STONE OUTLET
\ STONE OUTLET - - - _ _ _ / / (TYP)
\ \ \ I DO NOT DISTURB \ � � _ \ � / /
1. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION 1. NOTIFY LOCAL EROSION CONTROL INSPECTOR PRIOR TO ANY LAND DISTURBANCE. LIMITS OF DISTURBANCE = 4.81 ACRES \ // ZONE 1 STREAM �� - - (Typ)- /
CONTROL MEASURES ARE IN PLACE AND APPROVAL \ „ BUFFER/�-EEK
OF THE CITY INSPECTOR. REFER TO EROSION 2. REMOVE EXISTING 18" DRIVEWAY CULVERT & INSTALL CONSTRUCTION ENTRANCE &
CONTROL PLAN. PROPOSED 18" DRIVEWAY CULVERT AS INDICATED ON PLAN.
2. DO NOT INTERRUPT EXISTING UTILITIES SERVING 3. BEGIN INSTALLATION OF SILT FENCE ALONG PERIMETER OF SITE. CLEAR AND GRUB
FACILITIES OCCUPIED BY OTHERS AT ANY TIME. ONLY WITHIN SILT FENCE LIMITS. REMOVE STUMPS AS NECESSARY. DISTURB ONLY THE
AREAS NECESSARY FOR INSTALLATION DO NOT DISTURB ZONE 1 STREAM BUFFER
3. SAW CUT EXISTING PAVEMENT AT ALL EDGES WHEN
ABUTTING NEW PAVEMENT SECTIONS.
4. SUBSURFACE FEATURES ARE SHOWN IN
APPROXIMATE LOCATION.
5. VERIFY LOCATIONS AND SIZES OF ALL EXISTING
FEATURES PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
6. LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION
AND REPAIR OR REPLACE ANY DAMAGES TO EXISTING
UTILITIES RESULTING FROM CONSTRUCTION.
7. REPAIR/REPLACE ANY EXISTING SIDEWALK, CURB AND
GUTTER, AND/OR ASPHALT TO REMAIN THAT HAS BEEN
DAMAGED BY CONSTRUCTION ACTIVITY.
4. INSTALL TEMPORARY CLEAN -WATER DIVERSION & MAT IMMEDIATELY.
5. CONSTRUCT SKIMMER BASINS AS INDICATED ON PLAN.
6. ONCE THE PERIMETER MEASURES ARE IN PLACE, BEGIN CLEARING AND GRUBBING SITE
AND REMOVING EXISTING FEATURES IN ACCORDANCE TO THE DEMOLITION PLAN.
7. PLACE SLOPE MATTING ON ALL SLOPES 3:1 OR GREATER.
8. STABILIZE ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF INACTIVITY.
9. INSPECT AND REPAIR ALL EROSION CONTROL DEVICES ONCE PER WEEK AND AFTER
EVERY RAIN EVENT.
10. PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE I MEASURES
HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
SPILL WA Y
LENGTH (FT)
SKIMMER ORIFICE
DIAMETER (IN.)
SKIMMER SIZE
(IN.)
TOP OF BERM
ELEV.
WEIR
ELEV.
BOTTOM OF BASIN
ELEV.
BASIN 1
8
1.25
2
577.00
576.00
574.00
BASIN 2
5
1.00
1.50
573.00
572.00
569.75
DIMENSIONS, AREA, & VOLUME OF SKIMMER BASIN ARE AT WEIR ELEVATION
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b)) / I I / \ \\ \ \ \ \ \ \ \ \ \ \ \ - _ _ _ _ - ' 1p�•��
- - - - - - - - - - -
600
\ / I \
C I EXISTING POND
\ \ \ LIMITS OF
\ \ \ \\\ DISTURBANCE \
-20NE 1 : 30
-ST
REAM BUFFER/ \
-ZONE- 2 20' / l \1 \ t S \ \ \ \ \ s\ - ' / / 595
Z \
� CCESS TO ADJACENT RESIf3fNCE
\\ \ \ STREAM BUFFER -
MUSTEI\%h�IN OPEN AT ALL TIMES
UNTIL RESIDENCE IS VACATED
8" PVC INVERT
-590-
CD\ ,,J ELS 580.01' _ -� / , // \ \ � _ \ / � � 590
8" PVC INVERT PERMANENT CLEAN -WATER
EL: 580.03'
9O % 11 / - - _ - ' / ���I ' \ \ \ 1 t DIVERSION (INST LL EROSION
- - - - = 5= _ - / / CONTROL MATTING IMMEDIATELY _ _
v \ \ -- _ \ -------------\T - - - - - -- /i' \ / \ LIMITS OF \ 1 -� / I
/ _ _ _ - - - - / / \ \ DISTUf26ANCE / I AFTER I NSTALLATIONIJ / /
�� \ \ \_ - - _ _ _ _ _ -� _ \ \ \ \ \ 1 `` I -MAINTAIN POSITIVE DRAINAGE i
\\ -SILT BASIN - - _ _ _ - - - - - - _ \ \ _ _ _ - _ - 590 _ _ __ _\� _ _ _ _ _ _ _ _ _ 5 \ \ \ \ \ \ \ // / ON CLEAN -WATER DIVERSION
1 _ -- - - - P
off\ \ \ TYPE B, - - - - - - - - _ / LIMITS OF - _ - - - - - - - - •rJ - - - _ _ - \ /' ` / \� �� \\ \ \ \ \ \ I ` I I / / r \ /
ISTURBANCE
- - - - - \ - / / - - - _ - _ \ \ I I -58 - - LIMITS OF
\ \ \ INLET `5 _ - - - _ - - - / / , / , ' GJ \ \ i /' / I \ \ \ \ \ DISTURBANCE
PROTECTION V E /1 \ I ' I / / \ \ I
ry in=582,06' I d\ \ (NP) - - - - - _ - _ - _ \ / 1 •�7f�.17' \ / / \ \ I I / / \ \ \ CHECf� DAM CHECK DAM
TEMPORARY - - - - - _ _ _ - / �� ! i \ \ I I I I 1
TMP 1 (TYP) �
\\\\\\\ CONSTRUCTION _ 7 TYP
p station OORDINATE \18' /RCP INV _ENTRANCE - - - _ _ _
in=572.64' REL CATION OF N \ - _ - - - - - - -
EL 579.15' / - OV EXI�ING REMOVE EXISTIN REMI
ssrlh A) EXISTING EDESTAL\ 4 - - - - - - - - - --------- /��� \ \ \ \ 1 \
ori=561.72' v 24." B.C� �RAV�L DRIVE \ V v v �`9 ! 1 CHECK DAM
W/ OVIDE
W=58et .70ell LIMITS OF \ \ \ \ \ 1 - _ - - - - - - - - - J// 4� P INVERT \\ \ \ \ \ \ \ \ \ O \ \ ` , / (TYP).
DISTURBANCE
SILT FENC8otbo�y � �_ �- - -
'
(TYP) 1
\ \ i ��-- --- -------_-- ----- \ \ \ \ \ \ \ \ \ \ \ \\\ \ //`
ssmh \� I\STONE -OU-TLET -- STONE \OUTLET
Rir=583.4 _TYP) STONE OUTLET (TYP)
/
_ \ \ \ \ \ \ \ \ \\ \ -- _ � ` / , I -_ --
v out=572, EMO V IS�(TYP) II� STONE OUTLET VMTTS OF \ DIVERSION
572,96'(plug)Inv out=579.861\RCP \ TYP).,- DISTURBANCE ZONE 2 : 20' \ \ / / \ \ \ \ \ \ ` \ \ \ - - - - - - _ _ _ - - / / I \ / / DITCH (TYP) /
\ �\ \ I
COORDINATE EXISTIITG- \ \\ 1�"-RCP INV STREAM BUFFER - - - - _
WATER METER REMOVAL W/ \ \ \\ \ EL: 579.10' \ \/ \ \ \ \ \ \ \ \ ` - - - _ _
PROVIDER ONCE ADJACENT \ \ ZONE 1 1 30' \ \ \ \ \ \ \ \ _ _ _ _ _ SKIMMER BASIN 1
RESIDENCE IS VACATED - O\ \ \ / \ / _ _ STREAM BUFFER - \ \ \ \ \ \ ` _ - 1 = 1 ` / \ \ / .
\ \ \ \\ \ / � \ \ _ \ \� \ \ \ \ ` - PHASE 1 DRAINAGE AREA = 1.24 ac � ' / SILT FENCE
STONE OUTLET - _ -585 _ PHASE DISTURBED AREA .10 ac I
/ SKIMMER BASIN 2 / (TYP) '
(TYP)- _ � � _ _ - _ � ` \ PHASE 1 10 -YR PEAK FLOW = 3.33 cfs i F( /
LIMITS OF \ \ \ \lll� \ / / ` ` \ \ \ \ \ \ _ - - _ _ _ - _ - - _ _ _ _ ` ` P ASE 1 DRAINAGE AREA = 1/.45 ac
DISTURBANCE _ _ , \\ \ \ \ \ \ _ - _ - - - _ 1 P�ASE 1 DISTURBED AREA = 1.45 ac i
\ \ \ _ - - - _ - - - - - - \ \ \ PHASE 1 19 -YR P AK F OW =14.14 /
REMOVE EXISTING
MAILBOX ONCE ADJACENT r\ \ \\ \ \ - - \ --- 11 /
LIMITS OF
DISTURBANCE _ LIMITSLOF \ .STC�IE OUTLET \ S8
RESIDENCE IS VACATED \ t S / /
DISTI�RBANCt \ \ _ _ _ _ _ _ STXP)-
-575
_
HEADWALL �%� \ �� \ ? � \ \ \ \ _ � _� \�/ \ \ _
80
-ZDNE--2-1 -20= - S WEIR
STREAM BUFFER \ \ \ \ - - -
-_� 2 S�ZIMMF�R W/\ \ \ - - - -
' - - - - - 1-25" ORIFICE,,,,
\ - -___ /� 11 ZTTHE 1 30 \ \ - - - - - / / / / /
J, N11 \ \ \ \ \-- /` \ - STREAM BUFFE ♦ \ \ \ \ \ / / / / / / / /
--575' ♦♦ \ \\ \` _ / /' / POROUS/' /
\ \` \ DIVERSION ' / / / / / / /
\ O / / / /
-DITCH (TYP) - / / / �� / BAFFLES
STONE OUTLET/,POROUS `♦ -\ \ \\ __-___ _- _ ` �'/ /' /' // // (TYP),.
(TYP) L BAFFLES/W/ V�,ORIF1jrE­
5" fSVMMER TYP _ ` /' / / / 1. S
(TYP) \
CID
-SIFT FENCE-
\\(TYP)
INVER,S10N
%� DITCH (TYPE SICffFENCE / ♦ I/'
` .. \ � (TYP)
2' x 2' ENERGY �� LIMITS OF - _ / / /
DEMOLITION NOTES PHASE 1 EROSION CONTROL CONSTRUCTION SEQUENCE �� III / DIssIPATOR�, _ DISTURBANCE - - - _ _ _ _ _-SILZFENCE - _ - / / 5' WEIR
\ JJII /// (TYP)
_ _ STONE OUTLET
\ STONE OUTLET - - - _ _ _ / / (TYP)
\ \ \ I DO NOT DISTURB \ � � _ \ � / /
1. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION 1. NOTIFY LOCAL EROSION CONTROL INSPECTOR PRIOR TO ANY LAND DISTURBANCE. LIMITS OF DISTURBANCE = 4.81 ACRES \ // ZONE 1 STREAM �� - - (Typ)- /
CONTROL MEASURES ARE IN PLACE AND APPROVAL \ „ BUFFER/�-EEK
OF THE CITY INSPECTOR. REFER TO EROSION 2. REMOVE EXISTING 18" DRIVEWAY CULVERT & INSTALL CONSTRUCTION ENTRANCE &
CONTROL PLAN. PROPOSED 18" DRIVEWAY CULVERT AS INDICATED ON PLAN.
2. DO NOT INTERRUPT EXISTING UTILITIES SERVING 3. BEGIN INSTALLATION OF SILT FENCE ALONG PERIMETER OF SITE. CLEAR AND GRUB
FACILITIES OCCUPIED BY OTHERS AT ANY TIME. ONLY WITHIN SILT FENCE LIMITS. REMOVE STUMPS AS NECESSARY. DISTURB ONLY THE
AREAS NECESSARY FOR INSTALLATION DO NOT DISTURB ZONE 1 STREAM BUFFER
3. SAW CUT EXISTING PAVEMENT AT ALL EDGES WHEN
ABUTTING NEW PAVEMENT SECTIONS.
4. SUBSURFACE FEATURES ARE SHOWN IN
APPROXIMATE LOCATION.
5. VERIFY LOCATIONS AND SIZES OF ALL EXISTING
FEATURES PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
6. LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION
AND REPAIR OR REPLACE ANY DAMAGES TO EXISTING
UTILITIES RESULTING FROM CONSTRUCTION.
7. REPAIR/REPLACE ANY EXISTING SIDEWALK, CURB AND
GUTTER, AND/OR ASPHALT TO REMAIN THAT HAS BEEN
DAMAGED BY CONSTRUCTION ACTIVITY.
4. INSTALL TEMPORARY CLEAN -WATER DIVERSION & MAT IMMEDIATELY.
5. CONSTRUCT SKIMMER BASINS AS INDICATED ON PLAN.
6. ONCE THE PERIMETER MEASURES ARE IN PLACE, BEGIN CLEARING AND GRUBBING SITE
AND REMOVING EXISTING FEATURES IN ACCORDANCE TO THE DEMOLITION PLAN.
7. PLACE SLOPE MATTING ON ALL SLOPES 3:1 OR GREATER.
8. STABILIZE ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF INACTIVITY.
9. INSPECT AND REPAIR ALL EROSION CONTROL DEVICES ONCE PER WEEK AND AFTER
EVERY RAIN EVENT.
10. PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE I MEASURES
HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
- - - - - - - -ENERGY
VSSIPATOR
DO NOT DISTURB
KIM
_ AtJ
SCALE 1"=40'
NOR
0 40' 80'
1STREAM
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BUFFER
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DATE
9/9/15
DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
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LEGEND
TEMPORARY CONSTRUCTION
�o-
POROUS BAFFLE
ENTRANCE
EROSION CONTROL MATTING
STONE OUTLET
SILT FENCE
®
INLET PROTECTION
TEMPORARY DIVERSION
®
PIPE INLET PROTECTION
LIMIT OF DISTURBANCE
CHECK DAM
SKIMMER BASIN DRAINAGE AREA
-E3'r
SILT BASIN "TYPE B"
REMOVE
- - - - - - - -ENERGY
VSSIPATOR
DO NOT DISTURB
KIM
_ AtJ
SCALE 1"=40'
NOR
0 40' 80'
1STREAM
- ZO
BUFFER
\
o
\\��111111111//
�N
CAR 0
SEAL =
38573 _
Vis'
1/11111 w 0 \\\
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N C
0
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Lu w o +,
H Lu � �
au°' ��
� o �.o
Luu-(7N-1
¢<O-oU
L.0 O M N o
�W-l�z
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DATE
9/9/15
DRAWN BY
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DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
SCALE
1 "=40'
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IPF - IRON PIPE FOUND
IRF - IRON ROD FOUND
IPS - IRON PIPE SET
PT - CALCULATED POINT
CM - CONCRETE MONUMENT
FIRE HYDRANT
0 ELECTRIC BOX
0 TELEPHONE PEDESTAL
© CABLE TV PEDESTAL
POWER POLE < GUY
O-* LIGHT POLE
I YARD LIGHT
LEGEND
Q BOLLARD SIGN DEED LINE
�D MH DRAINAGE pJ SPRINKLER HEAD - - - - LINE NOT SURVEYED
�$ MHSAN/TARY ® SPRINKLER VALVE ------------------------STORM LINE
© MH ELECTRIC ® GAS METER - - SAN- - SANITARY LINE
OT MH TELEPHONE 4 GAS VALVE X X FENCE
MH WATER P OHP OVERHEAD POWER LINE
o FLAG POLE G PAINTED GAS LINE
® SPRINKLER BOX GROUND LAMP UGP PAINTED POWER LINE
Q ELECTRIC METER STM - - - PAINTED STORM LINE
Q❑ CLEAN OUT OW WELL - - UGT- - PAINTED TELEPHONE LINE
WATER METER CF MAILBOX gni PAINTED WATERLINE
® WATER VALVE EDGE OF UNDERBRUSH
O ROOF DRAIN
BRICK CONCRETE
ZONE 2 1 20' I I STREAM A
STREAM BUFFER (INTERMITTENT)
ZONE 1 ; 30'
STREAM BUFFER
WETLAND A
\/ N
r
J \ p\ \
/ / I 1 \\\ \ \ \ \ \ \ \
PQND \A\
1001.10,
/ - - 1600' �/ / I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ rpTAL, 4 . � _ _ - - - - - - - - - -
\ \ \ \ \ \ \ \ \ \ - _ _ 1p26,10 ��`6�� - HOELLER INVESTORS CORPORATION
DB,472 P.79 I
_ _ PIN:9813588901
74.89 AC, REMAINING I
to (PER DEED)
0% I I I I \ \ \ \ \ ` LAND USE: SINGLE FAMILY (010)
I I I I \�.fl� \ \ \ \ \ \ \ \ \ \ \ apo \ / 600 / ' _ _ TAX DISTRICT: 45-E ALAMANCE
I I \\ \ \ / / / - - / / I I I I I 563°676.10' E
_ PROD
/ EXISTING POND CONTRO
\\ 1 I I I I \ \ \ \ �� - - ' f/ _ - _ _ _ _ - - - - / - _ / , , j 595 I II I I I I I I CORNE�
BRODIE C.
PIN:981355743OVINGTON
DB .1426 P,364
\ \ \ \\ \� 595® t / / I I I \ \ \ \ \ \ \ \ I I I _ - ' - / ' ' / \ \ \ ' _ / / / / / / I I • I �5100j \ \ \ \ LAND USE, GENERAL FARM (101)
TAX DISTRICT: 45-E ALAMANCE
go
ZONE 11 30'
\ \ \\ \ \ \ \\ - _ - - "STREAM BUFFER,
159
STREAM BUFFER \\ ✓ s
1 / 1 \ / h / / In l ) - STREAM D
•590 _ \ / 1S\ P T r� EL: 580.01' _ _ , ? / / / \ \_ J \ \ / / I I / \ / / /l / / / /1 1 I I I/ I / / I I (INTERMITTENT)
_ ice' / \ _ / \ y \ / /
if EL 580,03' _ =� ' �/ / - _ _ _ _ / ' ` J� \ \ \ _ / I 1 1 /
I
_-_5 TRE�4M BUFFER/
\06 585 / - _-g0 _`%/ I \ \ /I( I____ Inv In=58I } \ _ - - - - - - -585 - - / '- f / 576.17, ' - -
ST EA BUFFER
Pump station \ -' %J \ \ \ - \ /
inv in=572,64, / \\ N \ \ 18' RCP INV - _ _ - - -
EL: 579,15',
CfrorossMhA) j \\\ � \ \ �-------- -------
Bottom561,72' \\ \ \ _ _ / _ s if
\ \ _ _�80- - �_------- 4' P INV RT
Top=583.70' \\ \ \ \ \ / '
Wet well \ _ _ -
Hotbox- \ \ _ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - , h�0 / I 1 I �h
qk�mh✓ \\\ \\ /-- \ \ \ \ \ \ \ �� \ \ \ -/
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Inv Ii 0
Inv out=579.8 \ \� \ ONE 2 : 20' / \\ STR M B' \ \ T.
STREAM BUFFER \ \ \ C16, 8 ACS EXCLUDING R/W3
8' RCP INV / \v / (INTE MITTEN I) \ \ \ \ \ \ 16 4� AC!?EC _ \ / ' / / I I \ \ / / / / / / ' / , / / / / / / / / / T
\ \ \ \\ \ EL, 579.10' \ \ \ \ \ \ / / / / / , / /
ONE 1 30' �\ ` \ \ \ \ \ \ \ - - - - - - - - _ _ - / _
\ \ / \ / / / / / / _
\� STREAM BUFFER _ \ \ \ \ \ \ \ ` - - _ \ - _ _ ' / / / / / - - - /
585 ` - _ / 1 / / / / / / / / / / / � = 6� "
NTERLINE OF McADAMS
CREEK -LS -THE PROPERTY HAROLD T. & PATRICIA JONES
HEADWALL
_.,IIA
SCALE 1"=50'
NOR
0 50' 100'
L_
-575"
1 \1 \\\sem\ \\ \\ \\
73
\ \
_ - \ - \ _ / / / / / / / / / I DB,419 P,344
580 - \ \ _ _ - _ SBS\ \ - - - - - - - - - - - ' / / / / / / / / / , ' / II TRACT 1
--- --- \ \ �\ \ / / / / / / SII I8570
PB,22 P,73
_580 LAND USE, SINGLE 8FA FAMILY (010)
TAX DISTRICT: 45-E ALAMANCE
STREAM BUFF \ \ \ \ _ _ \ \ \ _
-575- 1',,-'--- _ - _
VERNON D. (LAPP // _ _ _ _ _ _ l.�1�, 10 Ir / BARRY H. & DIANE T. BURGESS
D 22 P248
PB. 29 ,
7'- II DB,1003 P,185
PB.61 P,96 -\\ / / / 1 j% �- ~ �\ -- _--- -------- - - - �/ /� / , / �� / II l TRACT 2
PIN:9813494621PB.22 P,73
c /7 `� - - _ _ _ _ _ _ - - _ / / / PIN:98 3388737
LAND USES SINGLE FAMILY (010) \ \\�\ / �// I I •� // - \ - - - - _ - - - - _ _5j5\ - - _ / /
TAX DISTRICT: 45-E ALAMANCE \ �� - \ , 111I /// \ \\\ - - _ _ _ / / ' / / / o+ LAND USE: SINGLE FAMILY (010) \
/ / / / -i / TAX DISTRICT 45-E ALAMANCEIr
\
pill
-- - - -- -`-
14- _ 18
LARRY G, PARKS AND BILLIE A. PARKS TRUST \ THOMAS B. & MARY STANCELL \
DB,2733 P,181 DB.429 P.880
TRACT 4 LOT 4
\ PB.59 P,121
PB.22 P.73 PIN19813492013
PIN19813398259 LAND USE: VACANT LAND (501)
LAND USE SINGLE FAMILY (010) TAX DISTRICT: 45-E ALAMANCE
TAX DISTRICT: 45-E ALAMANCE
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DATE
MAulm
DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
SCALE
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LINE TABLE
LINE
LENGTH
BEARING
L1
22.04
S43°34'54'W
L2
166.25
N39'36'37'E
L3
80.15
N39°29'44'E
L4
84.92
N33°16'24'E
L5
46.14
N56°21'37'E
L6
81.08
N45°46'05'E
L7
105.28
N48'38'20'E
L8
56.03
N41°06'49'W
L9
54.67
N34'15'06'E
L10
63.20
N62.28'22'E
L11
89.71
N40°18'50'E
L12
45.82
N16'37'25'E
L13
127.51
N44°06'48'E
L14
29.09
N08'39'45'E
L15
64.16
N05'25'03'W
L16
29.70
N37°11'56'E
L17
28.74
S84°43'15'E
L18
51,38
N22°37'19'E
L19
122.42
N52°12'16'W
L20
51.58
N14°50'19'E
L21
27.00
N00'51'41'W
L22
63.67
N56°24'01'W
L23
69.41
N05°23'04'E
L24
71.90
N16°59'49'E
HEADWALL
_.,IIA
SCALE 1"=50'
NOR
0 50' 100'
L_
-575"
1 \1 \\\sem\ \\ \\ \\
73
\ \
_ - \ - \ _ / / / / / / / / / I DB,419 P,344
580 - \ \ _ _ - _ SBS\ \ - - - - - - - - - - - ' / / / / / / / / / , ' / II TRACT 1
--- --- \ \ �\ \ / / / / / / SII I8570
PB,22 P,73
_580 LAND USE, SINGLE 8FA FAMILY (010)
TAX DISTRICT: 45-E ALAMANCE
STREAM BUFF \ \ \ \ _ _ \ \ \ _
-575- 1',,-'--- _ - _
VERNON D. (LAPP // _ _ _ _ _ _ l.�1�, 10 Ir / BARRY H. & DIANE T. BURGESS
D 22 P248
PB. 29 ,
7'- II DB,1003 P,185
PB.61 P,96 -\\ / / / 1 j% �- ~ �\ -- _--- -------- - - - �/ /� / , / �� / II l TRACT 2
PIN:9813494621PB.22 P,73
c /7 `� - - _ _ _ _ _ _ - - _ / / / PIN:98 3388737
LAND USES SINGLE FAMILY (010) \ \\�\ / �// I I •� // - \ - - - - _ - - - - _ _5j5\ - - _ / /
TAX DISTRICT: 45-E ALAMANCE \ �� - \ , 111I /// \ \\\ - - _ _ _ / / ' / / / o+ LAND USE: SINGLE FAMILY (010) \
/ / / / -i / TAX DISTRICT 45-E ALAMANCEIr
\
pill
-- - - -- -`-
14- _ 18
LARRY G, PARKS AND BILLIE A. PARKS TRUST \ THOMAS B. & MARY STANCELL \
DB,2733 P,181 DB.429 P.880
TRACT 4 LOT 4
\ PB.59 P,121
PB.22 P.73 PIN19813492013
PIN19813398259 LAND USE: VACANT LAND (501)
LAND USE SINGLE FAMILY (010) TAX DISTRICT: 45-E ALAMANCE
TAX DISTRICT: 45-E ALAMANCE
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DATE
MAulm
DRAWN BY
B. CHAMBERS
DESIGNED BY
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CHECKED BY
A. CARROLL
SCALE
1 "=50'
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L_
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
BASIN 1
2.87
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
4,748
4,644
• HIGH QUALITY
0.27
0.27
WATER (HQW)
7 DAYS
NONE
ZONES
486
�ci�z
• SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
z
LU
�
U1
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
14 DAYS
7 -DAYS FOR SLOPES GREATER
FLATTER
w
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
N
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
(w
`' '
Lr) l
PHASE 1 SKIMMER BASIN SUMMARY
\\��111111111///
�N
CAR 0
SEAL =
38573 f =
2r4 \,
\ \ \ 11 \ \\ \\\ \\ \ \ IN, \ \ \ \ \
I
DRAIN
REA(ACRES)
DISTB.
AREA(ACRSS)
PEAK
FL 0W(CFS)
BASIN SURFACE
AREA(SF)
REQUIRED SURFACE
AREA(SF)
BASIN VOLUME
(CF)
REQUIRED BASIN
VOL LIME (CF)
BASIN 1
2.87
2.58
7.70
2,89J
2,503
4,748
4,644
BASIN 2
0.27
0.27
0.77
1,67J
250
2,815
486
\\��111111111///
�N
CAR 0
SEAL =
38573 f =
2r4 \,
\ \ \ 11 \ \\ \\\ \\ \ \ IN, \ \ \ \ \
I
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rn E
CD 0
I I \ \ \ \ \ \ \ \ \
I l / I I I \ \\ \\ \\� \ \ \ \ \ \ \ \ \ \ \ \ - - - - - _ _ _ _ _ DIMENSIONS, AREA, & VOLUME OF SKIMMER BASIN ARE AT WEIR ELEVATION r'\„
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY / I / \\ \\ \ \ \ \ \ \ \ \ \ _ / ' w o E
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE / 3�/? / ! / \ \ \ \ \ \ \ \ \ _ _ _ _ Nbg„g _ r = o
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b)) / \ \ \ \ \ \ \ \ \ \ - _ - - 100 ~ � �
Nb O /---------- 0Ma) Ln
LU LU
NbS,.8 -__J �0 `°z 0 LULU
\ \ \ \ \\ \ \ \ 1 _ - - O � a � �
600 - ` / i �S'„8 _ - 1 � W � X J (n W W
`n �,- Q���Z O QQ
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I I I EXISTING POND \ 1 I I I \ Z\\ I/ ' / i /0�5� I M LU
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LU
00
\ _ ' \ I / 0
\ \\ LIMITS OF , I 1 1
\ \ \\ DISTURBANCE
�ZONE 1 1 30' I I \ \ \ - r \ / \ - /LU In In
-STREAM BUFFER /I I \ \ \ \ \ ` \ \ 59 / / \ \ \ / w Ln 00
�/ 2 Q
\\ \ \\ TYP CHECK D�\w _ - - STREAM BUFFER/ ' / / \ I % \ \ \ - - - - - - - - - / / 5 �, ` / ' / / \ \ / / O
\ \ \\
(TYP)/� \ \\-------' i'\j' - �'' `� / // // / �1) \ - - _ �/// / // / DATE
EROSION CONTR-b� - - - - - - \ \ \ _ / ' - - / % 1\ 8" PVC INVERT - � � \ \ \ \ , - - ' / \�/ ' ♦ �' \\ l ! / / /1 � \ \ / / / / / / / M 9/9/15
\ \ \-MATTf1S111�1-SWALE p \ EL1 580,01' _ / �i \ \ 1 y I l 1 ` / O
\ \ _ \ ,J - - / \ :590 �_ ; \ I 59 / , >-
\ \ y \ \ CENTERLINE \ I �`\ 8" PVC INVERT \\ - '�� / ' \ Z / I \ \ / I PERMANENT CLEAN -WATER / / /
ELI 580.03' \\ - _�_ �_ _ �' - / // / _ _ \ �_�- ! / \ \ ` I I DIVERSION (INSTALL EROSION
\ \ \ \ _ _ - - _ \\ _ CONTROL MATTING IMMEDIATELY /
EROSION CO1tlTf20L MATTING I \ \ \ \ / - -_ - - _ - - :59 - ; ' / �� • EROSION CONTROL /
_ - _ --- _ \� - _ _ _ - - _ _ - - - - _ - - _ - �/ \ \ / I I AFTER INSTALLATION)
IN SWALE CENTERLINE \ _ _ _ - - - - - I _ _ - Z LVERT IWLET -_ �_ - _ - - -_ - _ _ - //'\I `' MATTING IN SWALE \ /
PROTECTIOhI = - \ _ _ - - - - - - - - - / i ' \P \ \ \ \ \ \ CENTERLINE INLET ` // I I /
EW3c ROL \ \ \ CHECK Dpm ti
-590 -- __\-__ -- - �_- - �% \ PROTECTION
- - _ - - - - - - _ - - _ _ _ MA TIItiG IN SWALE \ \ LIMITS OF \ \ I I TYP •
INLET - _ _ _ - - - _ _TEMPORARY \ - _ - - - _ _ - - _ - \ TERCINE \ '\ DISTURBAN E \ (TYP) I I f
= sIL�BxzSWm = _ _
COOTRUCTTOIV ' LIMITS OF - _ 1 - - �� I \
-ENTRANCE - / DIST-U�RBANCE / - - - - - _ - - _ _ - _ - LB1aSiN - / I \ \ ' ` I LIMITS OF •
\ \ \ \ (TYP) 5 \ - - - - - - _ _ _ - / / / - _ PE �' ^ \ / / / 1 / _ -58 - DISTURBANCE
CULVERT 1917ET - \ / / / I - - ' / -
\ -PROTECTION - _ - - _ 585S<9 INLET
PROTECTION -
ry in=582,06' 1 d _ B
\I \ - - - - - - - - - $ - - NbS..8 - Nt/S.. N�/ ..8- S NbS..8 NV S IM (TYP() CHECK DAM
1� •
CHECK •
P station \�\ �j \ - NQS„8 _ _ - - - - - - , 8� \ \ \ \ M I I I I \ `�' \ cs S8� _ (TYP) / SBE gyp)
in=572.64' _ _ - - - _ _ - - - L
ssmr) A,) , \\SILT BASIN Nom\ yg„8 - - - - 8 5a - - _ - - - - - - 0� -�8S \ \ \ \\ (TYP) I \ 86' 6a \
- � 8 6 \ 9 \ \ 5 � 6 \ M,.Z M.,Z M„Z M..Z >' M„Z •
ori=561.72' N _ - - / _ _ \ \ \ / M..8 M..8/ �18 M.,8
p=583.70' "TYPE B" - „Z M..Z A Z\ AA M Z M„Z M„Z M., I = •
Wet well LIMITS OF \\ zi \ \� - - - M.. \ \ \-�M,.8 M.8
DISTURBANCE - 58 _ \ \ \ \ _ / 1 ' e •
Hco
otbo
\ �\ SILT FENCE STONE OUTLET \ \ \ � ` - � _ _
ssroh STONE OUTLET
\ 1 ' (TYP)_ TYP STONE OUTLET \ \ (TYP) \ \ \ SIL
\ \ SKIMMER BASIN 1� _
Rim=583.4 \ \ 1 / 0 - - - - - - _ _ ( ) (TYP) - - \ \ \ \ \ \ \ \ 584 - - - _ - u PHASE 2 DRAINAGE AREA = 2.87 alc / -
!-v out=572, \ \ I t1NffTS OF \ / \ \ \ \ \ \ \ 59 0� I
572,96'Cplu9) DISTURBANCE - ' \ \ \ \ \ \ \ / \ /
\� \ \ \ / Q _ \ \ PHASE 2 DISTURBED AREA = 2.58 c DIVERSION
Inv out 579.86 \ \ \ \ ZONE 2 1 20' \ \ / \ \ \ \ \ \ \ - - - - - - - _ - / PHASE 2 10 -YR PEAK FLOW = 7.70 fs-DITCH (TYP)
STONE OUTLET STREAM BUFFER \ \ \ / \ \ \ \ \ \ \ \ \ 83 \ / /
\ \ / TYP \ ---
SILT FENCE \�\ate \ \\ ( ) �\ \ \\ \ \ \ \ \\ \ \ \` -- - --- _-�--- / �O
(TYP) \\ // V _
ZONE 1 30' V v v v v v A /
STREAM BUFFER Sy ENCE
_ 585 - - _ (TYP) -
LIMITS OF \ \ \ \ \ \ \ / / / \ / _ _ - \ \ \ \ \ - I - - - _ _ FFE I I fLO
TS OF
\ \ \ \ \ \ 582 � m ' ' 587/.00 / I I / / � /
DISTURBANCE \ \\\ ,\ \ \ \l I\\ / / \ \ \ \ / ' \ \ \ \ \ \ \ \ \ _ - - - - _ _ _ _ _ r / /
STON� QUTCET
81-
E/
moi' DISTURBANCE
ep
LIMITSLOF
UI \ ---5'5' WEIF3
STL�RBANC
-575' e e /
w
HEADWALL
5 /
\ - Z❑PdE-2-I( - 8 PHOT 10LV \ \� /
\ ' `�\ / E O, 10 TR L fSROT ON
' - _ _ STREAM BUFFER EYP) \ \ _ MATT! ON SLOP / (TYP)
E-ATER TIJAN 3:1
4 \ \ \ ^ \ \ \ \ \ \ \ \ - _ _ _ _ - __ !IIII 1 Q\ /� STREAM BUFFE ` \ \ \ \ \ _INLET
-575- - \ \ - P OT CT 10
STONE OUTLET - - STONE OUTLET P OUS \ ♦ \ \ \ Q / / / ,
(TYP) / (TYP) L BAFFLES
\ \ _� (TYPr
-Q-`��_"% -���� ZT-FENCE _ \ -----•--_-__/ �-
\ _ !
2" SKIMMER W/ ITS Q - DJVER� /
DISTURB DITCH TYP SICffFENCE /' -� ♦ U
1.25" ORIFICE _ _ 57 - _ _ (�
PHASE 2 EROSION CONTROL CONSTRUCTION SEQUENCE \ �z$ _- '�,' IIII i 2'x 2' ENERGY EROSION CONTROL _ _ - \ \ 5\ _ _ - / , (TYP,) li
`�`� / - -MATTING ON SLOPES - - - - - _ _ - _ / / 5' WEIR
DISSIPATOR \�`-SWLZFENCE
� // \ zF-THAN 3:1 - (TYP) SKIMMER B � /
1. MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND \ ��I /-- U - - - _ -STONE OUTLET
\ \ \ 1 DO NOT DISTURB \ ��\ STONE OUTLET - _ _ _ - PHASE 2 DRAW AG AREA= 0.27 66--j
ASSOCIATED WITH PHASE 1 EROSION CONTROL. / _ _ -(TYP)_ _ _ _C - -- - (TYP)
\ / ZONE 1 STREAM \ - zJ D PHASE 1 DISTURBED AREA = 0.27 ac
11
BUFFER PHAS 1 = 0.77 cfs
10 -YR PEAK FLOW
2. REMOVE EXISTING 24 RCP CULVERT AND REPLACE WITH 36 RCP AS INDICATED ON PLANS N
(SEE DETAIL SHEET C5.2 FOR STREAM CROSSING CONSTRUCTION SEQUENCE IF FLOWING) Q6`
3. BEGIN GRADING OPERATIONS AND INSTALL STORM DRAINAGE SYSTEM FROM OUTLET POINT
(LOW END) AND WORK UPSTREAM. PIPE INLET PROTECTION SHALL BE UTILIZED AT THE END
OF EACH WORK DAY TO ASSURE PIPE NETWORK IS NOT INUNDATED WITH SEDIMENT. MASS
GRADE SITE ALONG WITH STORM DRAINAGE PIPE INSTALLATION TO ASSURE NO GRADES
CAUSE OFFSITE SEDIMENTATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
NECESSARY.
4. INSTALL REMAINING UNDERGROUND UTILITIES.
SCALE 1"=40'
5. GRADE SITE TO SUBGRADE AND BEGIN BUILDING FOUNDATION CONSTRUCTION. NOR
6. INSTALL CURB & GUTTER, GRAVEL BASE, AND BASE ASPHALT. 0 40' 80'
7. WHEN ALL CONTRIBUTING AREAS ARE COMPLETELY STABILIZED, CONTACT EROSION
CONTROL INSPECTOR FOR PERMISSION TO REMOVE SKIMMER BASINS.
8. ONCE SKIMMER BASINS ARE REMOVED, REDRESS & STABILIZE FILL SLOPES ABOVE BASINS &
INSTALL LEVEL SPREADER. LIMITS OF DISTURBANCE - 4.81 ACRES
9. ONCE ALL AREAS ARE COMPLETELY STABILIZED, CONTACT EROSION CONTROL INSPECTOR
FOR FINAL INSPECTION. AFTER APPROVAL, REMOVE ALL REMAINING EROSION CONTROL
DEVICES
- �� \
- - - - - - - - �� - �\ � \ � �'� 2'x 2' ENERGY
DISSIPATOR
DO NOT DISTURB
\ \ ZONE 1 STREAM
BUFFER
DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
SCALE
1 "=40'
=
SPILL WA Y
LENGTH (FT)
SKIMMER ORIFICE
DIAMETER (IN.)
SKIMMER SIZE
(IN.)
TOP OF BERM
ELEV.
WEIR
ELEV.
BOTTOM OF BASIN
ELEV.
BASIN 1
8
1.25
2
577.00
576.00
574.00
BASIN 2
5
1.00
1.50
573.00
572.00
569.75
y1AiI�P�\\,,
rn E
CD 0
I I \ \ \ \ \ \ \ \ \
I l / I I I \ \\ \\ \\� \ \ \ \ \ \ \ \ \ \ \ \ - - - - - _ _ _ _ _ DIMENSIONS, AREA, & VOLUME OF SKIMMER BASIN ARE AT WEIR ELEVATION r'\„
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY / I / \\ \\ \ \ \ \ \ \ \ \ \ _ / ' w o E
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE / 3�/? / ! / \ \ \ \ \ \ \ \ \ _ _ _ _ Nbg„g _ r = o
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b)) / \ \ \ \ \ \ \ \ \ \ - _ - - 100 ~ � �
Nb O /---------- 0Ma) Ln
LU LU
NbS,.8 -__J �0 `°z 0 LULU
\ \ \ \ \\ \ \ \ 1 _ - - O � a � �
600 - ` / i �S'„8 _ - 1 � W � X J (n W W
`n �,- Q���Z O QQ
ca co
z LU LU
CD
\ / - _
I I I EXISTING POND \ 1 I I I \ Z\\ I/ ' / i /0�5� I M LU
I I \
rj re)
LU
00
\ _ ' \ I / 0
\ \\ LIMITS OF , I 1 1
\ \ \\ DISTURBANCE
�ZONE 1 1 30' I I \ \ \ - r \ / \ - /LU In In
-STREAM BUFFER /I I \ \ \ \ \ ` \ \ 59 / / \ \ \ / w Ln 00
�/ 2 Q
\\ \ \\ TYP CHECK D�\w _ - - STREAM BUFFER/ ' / / \ I % \ \ \ - - - - - - - - - / / 5 �, ` / ' / / \ \ / / O
\ \ \\
(TYP)/� \ \\-------' i'\j' - �'' `� / // // / �1) \ - - _ �/// / // / DATE
EROSION CONTR-b� - - - - - - \ \ \ _ / ' - - / % 1\ 8" PVC INVERT - � � \ \ \ \ , - - ' / \�/ ' ♦ �' \\ l ! / / /1 � \ \ / / / / / / / M 9/9/15
\ \ \-MATTf1S111�1-SWALE p \ EL1 580,01' _ / �i \ \ 1 y I l 1 ` / O
\ \ _ \ ,J - - / \ :590 �_ ; \ I 59 / , >-
\ \ y \ \ CENTERLINE \ I �`\ 8" PVC INVERT \\ - '�� / ' \ Z / I \ \ / I PERMANENT CLEAN -WATER / / /
ELI 580.03' \\ - _�_ �_ _ �' - / // / _ _ \ �_�- ! / \ \ ` I I DIVERSION (INSTALL EROSION
\ \ \ \ _ _ - - _ \\ _ CONTROL MATTING IMMEDIATELY /
EROSION CO1tlTf20L MATTING I \ \ \ \ / - -_ - - _ - - :59 - ; ' / �� • EROSION CONTROL /
_ - _ --- _ \� - _ _ _ - - _ _ - - - - _ - - _ - �/ \ \ / I I AFTER INSTALLATION)
IN SWALE CENTERLINE \ _ _ _ - - - - - I _ _ - Z LVERT IWLET -_ �_ - _ - - -_ - _ _ - //'\I `' MATTING IN SWALE \ /
PROTECTIOhI = - \ _ _ - - - - - - - - - / i ' \P \ \ \ \ \ \ CENTERLINE INLET ` // I I /
EW3c ROL \ \ \ CHECK Dpm ti
-590 -- __\-__ -- - �_- - �% \ PROTECTION
- - _ - - - - - - _ - - _ _ _ MA TIItiG IN SWALE \ \ LIMITS OF \ \ I I TYP •
INLET - _ _ _ - - - _ _TEMPORARY \ - _ - - - _ _ - - _ - \ TERCINE \ '\ DISTURBAN E \ (TYP) I I f
= sIL�BxzSWm = _ _
COOTRUCTTOIV ' LIMITS OF - _ 1 - - �� I \
-ENTRANCE - / DIST-U�RBANCE / - - - - - _ - - _ _ - _ - LB1aSiN - / I \ \ ' ` I LIMITS OF •
\ \ \ \ (TYP) 5 \ - - - - - - _ _ _ - / / / - _ PE �' ^ \ / / / 1 / _ -58 - DISTURBANCE
CULVERT 1917ET - \ / / / I - - ' / -
\ -PROTECTION - _ - - _ 585S<9 INLET
PROTECTION -
ry in=582,06' 1 d _ B
\I \ - - - - - - - - - $ - - NbS..8 - Nt/S.. N�/ ..8- S NbS..8 NV S IM (TYP() CHECK DAM
1� •
CHECK •
P station \�\ �j \ - NQS„8 _ _ - - - - - - , 8� \ \ \ \ M I I I I \ `�' \ cs S8� _ (TYP) / SBE gyp)
in=572.64' _ _ - - - _ _ - - - L
ssmr) A,) , \\SILT BASIN Nom\ yg„8 - - - - 8 5a - - _ - - - - - - 0� -�8S \ \ \ \\ (TYP) I \ 86' 6a \
- � 8 6 \ 9 \ \ 5 � 6 \ M,.Z M.,Z M„Z M..Z >' M„Z •
ori=561.72' N _ - - / _ _ \ \ \ / M..8 M..8/ �18 M.,8
p=583.70' "TYPE B" - „Z M..Z A Z\ AA M Z M„Z M„Z M., I = •
Wet well LIMITS OF \\ zi \ \� - - - M.. \ \ \-�M,.8 M.8
DISTURBANCE - 58 _ \ \ \ \ _ / 1 ' e •
Hco
otbo
\ �\ SILT FENCE STONE OUTLET \ \ \ � ` - � _ _
ssroh STONE OUTLET
\ 1 ' (TYP)_ TYP STONE OUTLET \ \ (TYP) \ \ \ SIL
\ \ SKIMMER BASIN 1� _
Rim=583.4 \ \ 1 / 0 - - - - - - _ _ ( ) (TYP) - - \ \ \ \ \ \ \ \ 584 - - - _ - u PHASE 2 DRAINAGE AREA = 2.87 alc / -
!-v out=572, \ \ I t1NffTS OF \ / \ \ \ \ \ \ \ 59 0� I
572,96'Cplu9) DISTURBANCE - ' \ \ \ \ \ \ \ / \ /
\� \ \ \ / Q _ \ \ PHASE 2 DISTURBED AREA = 2.58 c DIVERSION
Inv out 579.86 \ \ \ \ ZONE 2 1 20' \ \ / \ \ \ \ \ \ \ - - - - - - - _ - / PHASE 2 10 -YR PEAK FLOW = 7.70 fs-DITCH (TYP)
STONE OUTLET STREAM BUFFER \ \ \ / \ \ \ \ \ \ \ \ \ 83 \ / /
\ \ / TYP \ ---
SILT FENCE \�\ate \ \\ ( ) �\ \ \\ \ \ \ \ \\ \ \ \` -- - --- _-�--- / �O
(TYP) \\ // V _
ZONE 1 30' V v v v v v A /
STREAM BUFFER Sy ENCE
_ 585 - - _ (TYP) -
LIMITS OF \ \ \ \ \ \ \ / / / \ / _ _ - \ \ \ \ \ - I - - - _ _ FFE I I fLO
TS OF
\ \ \ \ \ \ 582 � m ' ' 587/.00 / I I / / � /
DISTURBANCE \ \\\ ,\ \ \ \l I\\ / / \ \ \ \ / ' \ \ \ \ \ \ \ \ \ _ - - - - _ _ _ _ _ r / /
STON� QUTCET
81-
E/
moi' DISTURBANCE
ep
LIMITSLOF
UI \ ---5'5' WEIF3
STL�RBANC
-575' e e /
w
HEADWALL
5 /
\ - Z❑PdE-2-I( - 8 PHOT 10LV \ \� /
\ ' `�\ / E O, 10 TR L fSROT ON
' - _ _ STREAM BUFFER EYP) \ \ _ MATT! ON SLOP / (TYP)
E-ATER TIJAN 3:1
4 \ \ \ ^ \ \ \ \ \ \ \ \ - _ _ _ _ - __ !IIII 1 Q\ /� STREAM BUFFE ` \ \ \ \ \ _INLET
-575- - \ \ - P OT CT 10
STONE OUTLET - - STONE OUTLET P OUS \ ♦ \ \ \ Q / / / ,
(TYP) / (TYP) L BAFFLES
\ \ _� (TYPr
-Q-`��_"% -���� ZT-FENCE _ \ -----•--_-__/ �-
\ _ !
2" SKIMMER W/ ITS Q - DJVER� /
DISTURB DITCH TYP SICffFENCE /' -� ♦ U
1.25" ORIFICE _ _ 57 - _ _ (�
PHASE 2 EROSION CONTROL CONSTRUCTION SEQUENCE \ �z$ _- '�,' IIII i 2'x 2' ENERGY EROSION CONTROL _ _ - \ \ 5\ _ _ - / , (TYP,) li
`�`� / - -MATTING ON SLOPES - - - - - _ _ - _ / / 5' WEIR
DISSIPATOR \�`-SWLZFENCE
� // \ zF-THAN 3:1 - (TYP) SKIMMER B � /
1. MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND \ ��I /-- U - - - _ -STONE OUTLET
\ \ \ 1 DO NOT DISTURB \ ��\ STONE OUTLET - _ _ _ - PHASE 2 DRAW AG AREA= 0.27 66--j
ASSOCIATED WITH PHASE 1 EROSION CONTROL. / _ _ -(TYP)_ _ _ _C - -- - (TYP)
\ / ZONE 1 STREAM \ - zJ D PHASE 1 DISTURBED AREA = 0.27 ac
11
BUFFER PHAS 1 = 0.77 cfs
10 -YR PEAK FLOW
2. REMOVE EXISTING 24 RCP CULVERT AND REPLACE WITH 36 RCP AS INDICATED ON PLANS N
(SEE DETAIL SHEET C5.2 FOR STREAM CROSSING CONSTRUCTION SEQUENCE IF FLOWING) Q6`
3. BEGIN GRADING OPERATIONS AND INSTALL STORM DRAINAGE SYSTEM FROM OUTLET POINT
(LOW END) AND WORK UPSTREAM. PIPE INLET PROTECTION SHALL BE UTILIZED AT THE END
OF EACH WORK DAY TO ASSURE PIPE NETWORK IS NOT INUNDATED WITH SEDIMENT. MASS
GRADE SITE ALONG WITH STORM DRAINAGE PIPE INSTALLATION TO ASSURE NO GRADES
CAUSE OFFSITE SEDIMENTATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
NECESSARY.
4. INSTALL REMAINING UNDERGROUND UTILITIES.
SCALE 1"=40'
5. GRADE SITE TO SUBGRADE AND BEGIN BUILDING FOUNDATION CONSTRUCTION. NOR
6. INSTALL CURB & GUTTER, GRAVEL BASE, AND BASE ASPHALT. 0 40' 80'
7. WHEN ALL CONTRIBUTING AREAS ARE COMPLETELY STABILIZED, CONTACT EROSION
CONTROL INSPECTOR FOR PERMISSION TO REMOVE SKIMMER BASINS.
8. ONCE SKIMMER BASINS ARE REMOVED, REDRESS & STABILIZE FILL SLOPES ABOVE BASINS &
INSTALL LEVEL SPREADER. LIMITS OF DISTURBANCE - 4.81 ACRES
9. ONCE ALL AREAS ARE COMPLETELY STABILIZED, CONTACT EROSION CONTROL INSPECTOR
FOR FINAL INSPECTION. AFTER APPROVAL, REMOVE ALL REMAINING EROSION CONTROL
DEVICES
- �� \
- - - - - - - - �� - �\ � \ � �'� 2'x 2' ENERGY
DISSIPATOR
DO NOT DISTURB
\ \ ZONE 1 STREAM
BUFFER
DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
SCALE
1 "=40'
=
z
J
U
J
O
I --I
z
z~�
Jz
oO
<U
�ci�z
�
o
O
0
z
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z
Q
LU
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w
N
z
(w
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Lr) l
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0.
U
JOB NO.
36810
SHEET NO.
C2.1
3
ami a-
mO
-0O�
U)
wo
�2
02
C
T�
E�
- 0
C m
MN
0- O
ZN
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o Y
m
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2'§
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7 N
0x C
ro 0
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(6 0
0
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-0
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f6
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0
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0
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0
0
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NOTE: PROVIDE ADEQUATE EROSION CONTROL
MEASURES (SILT FENCE, INLET PROTECTION, ETC.) TO
ENSURE NO SEDIMENT ENTERS STORM DRAINAGE
SYSTEM OR LEAVES SITE.
LEGEND
- - - - - - - - - - - \ \ \ \ \ x EC 845.00 PROPOSED EDGE OF CONCRETE GRADE
/ NOTE: ALL DISTURBED AREAS ARE TO BE SEEDED x EP 845.00 PROPOSED EDGE OF PAVEMENT GRADE
\ \ \ \ \
! I I I \ \ \ \ \ UNLESS OTHERWISE NOTED.
x TC 845.00
C
_ \ \\\\\\ \\ \\\ \ \\\\ \ \
\ PROPOSED TOP OF CURB GRADE
xTW845.00
PROPOSED TOP OF WALL GRADE
IN, \\ \ \ \\ \ \ � �\ Opp \ \
\ \ _ xBW845.00
PROPOSED BOTTOM OF WALL GRADE
--845-- EXISTING GRADE
-845- PROPOSED GRADE
cP - - _-
I / \\\ \ \\ \ \ \ \ \ \ \ \ \ P� 10�po' i
1600" /' / / / � / I
NVS„8 /
LO
671 - - - - - - -S,
j\\
I i CDi
I EXISTING POND \\ \ I I I \ \ z _ - , _ - ' �/
00 F
-
-- - - - - --
/
\/
O co
'STRE0NE BUFFER / I I I I \ \
\ - - \S;- - - _ - / / / /
STREAM BUFFER ' \ I J J,-
\ \ \ \ - - - - l / / / \
-5 - - \ \ ' ' / / / \ 8" PVC INVERT
\ \ \ \ \ 90 - _ \ 0 1 \ ELI 580,01' _ �/ / / \ \ :590 ,r \ \ ! / \ - _ _ 590
8" PVC INVERT _ 'i��' / /i' \ z / l \ \ l - - - _ _
_ _ _ - _ \ ` 1 90\ ELI 580,03' 1\\ _ _ _ '-_ - / / _\ o9T < \ \
o \ . - -_-- - _ -_- - _ -590 _ - --_eU L�Rot�-
- _ \ --_--_- -_---- _ - _ ��- _ - \ \ \
l� _ _
_\ _ _- _ _- _- _ - - , / \ r�5�� \ \ \ L_\ \ \ \ I I 586.40 TC TC
\ \ \ \ ! _ 587.14
586.73,-
-
86.73/
y \ \ \ 6 1 S8 - - - - - \ v / / - - - _-_- �- _ NC60T STD 838.80 \ / / 1� \ I \ 59 I / - - 1- PERMANENT CLEAN
\ \ \ \ \ \ 5 - - - - - - - _ - _ - - ; / / / / cj� CONCR E ENDWA / / _ J I -= _ WATER DIVERSION
_INV: 577. b� - \ 59 - - - /- -
- -58 / _ 58 _ I TC
Inv in=582,06' I \ d \ \ - - - - - - - SG 59 - \ - \ - - 1 TCI / 586.19
\I \ d'�, ES - - - S - NVS ,8. _ N dS„ Nb ..8 S Nt/S, 8 Nd S [586. 83 5871.14
\\\ \ \ 11 - - - - N s� y _ - - _ \ �u' v _ - \ \ \ \ 1 I \ TC TC TC '-5191'
8 TC 7 586 TC
2 _ _ _ - - - - ' \ T I 49
585.07 4 93 `r 6 586.28 TC TC 86
\ \ \ \ 58 586.57 a, 86.89 586.96 / /SG
\\ 2 1 \ Nd s .2a yro sss s2/ _ - - - 685-�5a _ _ _ _ - _ - - -Rid 0 0 42' RCP S - 8 \ \ \ \ 58 $6 M„Z - I TC M„Z M„Z �.
\\ \ _ ssa.�2 1.001.-5 !/ - 8 \ \ Q 5 M„8 M„ / il9 TC
TC . .
\\ S _ - �N„Z M..Z „Z\ M \ M Z M,.Z M„Z M„ TC 58 .64•
585 52
\\ 3 �3 as - ssaS \ M..8 \ M,.8 M..8 584.59 584.36 / • • 586.8 7
TC
8 _ \ O SG / S 6, gTGA
TC 586.98 586.98 �- - - 586.00
\ _ sas.�o 2 - 8 e - - 42,, FES ! \ \ \ \ \ \ \ \ \ \ \ \ 5a� TC 584 28 - - - 586.4$1
5 - - - - - - - - - - - - - - - - - - - - - - - - - -INV: 576.40 \ \ \ \ \ \ \ ` \ \ 8 \ 584.06 1 SG / 586 48 SG
586.10
� 86.8/ 58.88 S I �SG
IS SGJ g S
\ / 586.98 586.98 S 5§.632
OUTLET PROTECTIOf� \ \ CA \
586.87 h
\ 1 �3 � � �' \ \ L=16',W=18�', \ \ \ \ \\ \\ � � � , � _, _ - � / 5 6.98586.87 �
- - - - _ \ \ J / 586.98' -
\\ \\ I 1 ---- _ \ _ \ \ 584 `r 58 T -
\ D50 -' .5', d = 1. 3' 1 6.87 I 585.6
Inv out=579,86 \ \ \ \ \ \ \ B ZONE 2 1 2' \ \ / / / ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - - - _ ` _ $
58a78 SG
STREAM BUFFER \ \ ` / \' \ \ \ \ \ \ \ \ 83 \ - - - - - - - - _ _ \ 586.98
ZONE 1 1 30' \ _
STREAM BUFFER _ - \ \ \\ \ \ \ \ \ \ \ \ - - - - - - - - - - - - - _ - I \ \ l l / TC
\ \ \ OUTLET PROTE , - _ _ _ _ �\ \ \ \ - ) 584.61-
\ \ \ \ L=9',W-10 / \ \ \ \ \ \ \ \ - _ _ _ - _ c,, / / to
_ _--___,- \ \ \ \ \ \ \ �-- 82 - - - I- w FFE587.00 / ! / /�
\ \ \\\\ \ \ \ \ . \ \ S S
D50 = Q.& d = 0.68' \ \ \ \ \ \ \ \ _ 1 - - - _ - ' _ _ - _ \ - 586 98 SG / /
_ ---- S 58698 .9 I 6. 7
586 8 58 98
8 _ ,
,S. \ `� 586.98 SG
_ S) C- \ \ \ \ \ \ \ - - - - ' - _ _ - ' ' _ - _ \ `1 _ dr, - - _ - SG / 585.9
\' 586.98 G
�� - - \ \ \ 8 - - _ \ 586.37
f8j
85.87 X85.90 /
i \ / \ \ \ \ _ _ 58� - - ' ` ' \ \ \ ES _ _ _ 5892 /
-5%5 � \ \\ \\ \ ---_- _ ----- \ _ � � \ \ _ 5.87 ee e ••/
HEADWALL \''r \\ \ \ \\ \ �\ - �__ _ _ - \ \ S T / T /584.1C
\ \ \ \ \ \ \ \ - -ZONE-2-1 rj \ 85. 5 6.3 T 5 5.
\ Jr \ _ - \ TC \ \ \ TC L L L / 5 5.7 ' / / / J
\\
IN,
-STREAM BUFFER _ \ -� \ _ C 82\ \ 585.32. T _ - - - - S
\1 \ \\ \ O \ \ \ \ m 11 1 \ \ Z73RlE 1 30' - - - - 0 \ 585.21 TC '585.49 585.49
\ \ 8 585.66 _ _ /
STREAM BUFFE \ \ \ \ A - _ 58 584.19'
-575 _ --_ 2 / ,
T tc
0 ,
\\ \�\ \ \ \ \ \ y \ \ \ �� \ \\\ \ \ - \ 100 LEVEL SPREADER \ - 583. - 8g - - 85.6 5.5.2 /
(SEF DETAIL SHEET C5.V)
11; 35
�� _ -___ - ____ - -' / o/
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
2
24"
1 - 3
579.45
578.29
0.50%
232.90 LF
24 inch RCP
4
24"
3 - 5
578.19
577.47
0.50%
144.29 LF
24 inch RCP
6
30"
5 - FES1
576.97
576.77
1.00%
20.25 LF
30 inch RCP
8
24"
7 - 5
581.74
577.47
1.84%
232.38 LF
24 inch RCP
10
24"
9 - 5
579.23
577.47
0.96%
184.00 LF
24 inch RCP
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
1
583.20
3.75'
NCDOT 840.02 Catch Basin w/ NCDOT 840.03 Frame, Grate, & Hood
3
583.85
5.66'
NCDOT 840.02 Catch Basin w/ NCDOT 840.03 Frame, Grate, & Hood
5
582.20
5.23'
NCDOT 840.02 Catch Basin w/ NCDOT 840.03 Frame, Grate, & Hood
7
585.49
3.75'
NCDOT 840.02 Catch Basin w/ NCDOT 840.03 Frame, Grate, & Hood
9
582.98
3.75'
NCDOT 840.14 Drop Inlet w/ NCDOT 840.16 Grate
FES1
579.56
???'
30" Flared End Section
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
12
582.50
3.00'
NCDOT 840.14 Drop Inlet w/ NCDOT 840.16 Grate
FES2
581.94
???'
15" Flared End Section
FES2A
582.21
???'
18" Flared End Section
FES3
578.21
???'
18" Flared End Section
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
11
15"
FES2 - 12
580.50
579.75
2.35%
31.92 LF
15 inch RCP
11A
18"
FES2A - 12
580.50
579.60
7.50%
12.00 LF
18 inch RCP
13
18"
12 - FES3
579.50
576.50
3.26%
92.00 LF
18 inch RCP
42 in Culvert
42"
-
577.00
576.40
1.00%
60.00 LF
42 inch RCP
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DATE
9/9/15
DRAWN BY
B. CHAMBERS
DESIGNED BY
A. CARROLL
CHECKED BY
A. CARROLL
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