20190850 Ver 1_PCN Form Submission_20190620

DR
02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20190850
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Asheville Regional Office - [phone] Zan Price:eads\gaprice
Information for Initial Review
1a. Name of project:
Marsh Creek Subdivision
1a. Who is the Primary Contact?*
Dennis J Roberts
1b. Primary Contact Email:*
droberts@pra)dspartnerllc.com
Date Submitted
6/20/2019
Nearest Body of Water
Smith Mill Creek
Basin
French Broad
Water Classification
C
Site Coordinates
Latitude:
35.593472
A. Processing Information
County (or Counties) where the project is located:
Buncombe
Is this project a public transportation project?*
r Yes r No
Longitude:
-82.606086
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r' Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
NWP 29
1d. Type(s) of approval sought from the DWR:
P 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
29 - Residential Developments
F 401 Water Quality Certification - Express
F Riparian Buffer Authorization
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r No
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r• Yes r- No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
Q Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
C Yes r- No
2. Owner Information
2a. Name(s) on recorded deed:
Dennis J. Roberts
2b. Deed book and page no.:
5703/282
2c. Responsible party:
Kodagem, LLC
2d. Address
Street Address
48 Sherry Lane
Address Line 2
City
State/ Rwince I Fbgicn
Leicester
North Carolina
Postal / Zip Code
Country
28748
Buncombe
2e. Telephone Number: 2f. Fax Number:
[phone] [phone]
2g. Email Address:*
droberts@pra)dspartnersllc.com
C. Project Information and Prior Project History
1. Project Information
r- Yes r No
r- Yes r No

1b. Subdivision name:
if appropriate)
Marsh Creek Subivision
1c. Nearest municipality/town:
Asheville
2. Project Identification
2a. Property Identification Number:
9629-70-3496
2c. Project Address
Street Address
0 Heritage Dr.
Address Line 2
Oty
Asheville
Postal / Zip Code
28806
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Smith Mill Creek
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12 -digit HUC in which the project is located.
060101050901
4. Project Description and History
2b. Property size:
4.63
State / F rovince / f�egion
North Carolina
O�untry
Buncombe
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Site is currently and undeveloped wooded lot.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes F No r Unknown
4d. Attach an 81/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf 29.49MB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil Report.pdf 708.18KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.0
49. List the total estimated linear feet of all existing streams on the property:
594
4h. Explain the purpose of the proposed project:*
The purposed of the project is to create a permanent road crossing as needed to construct a 21 lot subidivision on the subject property.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will include the grading and storm pipe installation of 133' of storm pipe with modular block headwall as needed to construct a 20' wide road across the eAsting stream.
4j. Please upload project drawings for the proposed project.
21867 PCN Bulletins_20190619.pdf
PCN Form Scanned_20190619.pdf
PCN Check Scanned_20190619.pdf
PCN Submittal_20190619.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
Stream is indicated on USGS map and GIS
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
966.16KB
384.03KB
73.13KB
11.02MB
f• Unknown

Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
F Wetlands j7, Streams -tributaries r Buffers
1— Open Waters ❑ Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Road Construction Permanent Culvert unamed Trib Smith Mill Creek]ff::]BothAverage (fe t) (rrfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
133 0
31. Total stream and ditch impacts:
133
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Route planning, stormwater planning and stabilization of proposed grading and construction was undertaken to minimize the length of the proposed
culvert and road crossing.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
A modular block headwall will be used to minimize the length pipe and grading necessary to construct the proposed road crossing.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
FF. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan

1a. Does the project include or is it adjacent toprotected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Existing buffers upstream to remain undisturbed.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
C Yes r No
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
r Stormwater Management r Antidegradation
Plan Calculations
3b. Stormwater Management Plan
21867 SW Calcs 2019-05-10.pdf 21.45MB
3c. Antidegradation Calculations:
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r- Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
r- Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Upstream area already developed and upstream area on subject property to remain undisturbed open space.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes O No C3 WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r- Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r' Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?

r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPAC Website
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
United States Fish and Wildlife Website
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
USFWS IPAC Website
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Firmette
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
,r! By checking the box and signing below, I certify that:
I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Richard Jason Foster
Signature
Date
6/20/2019

OWNER’S AFFIDAVIT
The persons listed below do hereby appear before a Notary Public and swear or affirm that they
are the legal owners of the property located at:
___________________________________________________________________________,
PIN #___________________________________.
The persons listed below do hereby give authorization and permission to:
_______________________________________ of ____________________________________
(Name of Representative/Agent) (Name of Organization)
to submit to the City of Asheville the following request for the above referenced property:
□REZONING □SITE PLAN REVIEW
□CONDITIONAL ZONING □SUBDIVISION REVIEW
□CONDITIONAL USE PERMIT
□MAJOR WORK CERTIFICATE OF APPROPRIATENESS
The persons listed below also consent to all conditions and/or stipulations that may be imposed
or adopted by the City of Asheville, as part of the petition/application approval.
Owner’s Name (Print) Owner’s Signature Date
_____________________________ ____________________________ ____________
_____________________________ ____________________________ ____________
_____________________________ ____________________________ ____________
STATE OF NORTH CAROLINA
___________________ COUNTY
On the ___ day of ________, 20___, the person(s) listed above personally appeared before me,
who executed the foregoing document, and each acknowledged that he/she executed the same
and being sworn by me, made oath that the statements in the foregoing document are true.
___________________________________________
Notary Public
Printed Name: _______________________________
My Commission Expires: ______________________ (Seal)
coci
June 141h, 2019
Project Name: Marsh Creek Subdivision
CDC Project: 21867
RE: Marsh Creek Subdivision
CDC Project No.: 21867
Dear Title. Contact Name,
On behalf of Kodagem, LLC, we are requesting your review and approval of the enclosed PCN
submittal for the subject projcct. The proposed project consists of construction of a new 21 lot
subdivision, a private street, a storm -water management system, and other appurtenances located
at New Leicester Hwy in Asheville, NC.
Please find enclosed the following items for your review and approval:
• Check in the amount of $240.00
• Pre -Construction Notification Form
• Engineering Drawings
If you should have any questions or need any additional information during your review, please
do not hesitate to call our office.
Sincerely,
9U4ZJ4_51____
Jason Foster, P.E.
Civil Design Concepts, P.A.
[e-mail]
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

CDC
Transmittal
Date: June 140i, 2019
Project Name: Marsh Creek Subdivision
CDC Project: 21867
To: NC DWR, 401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Via: Mail ® Overnight ❑ Hand Delivered ❑ Pick up @ CDC Office ❑
Copies Date Description
-------------------- -------------------- ---------------------------------------------------------------------------------------------
1 2019-06-14 PCN Review Fee ($240.00)
1 2019-06-14 Engineering Plans
Remarks:
5
---- - `G� L-1-7 -------------------------------
Jason Foster, P.E.
S:IACAD1118431docs1USACEC019-04-03 DWR Online Initial Submittal12019-04-04-PCN Transmittal- DWR.docx
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: tqtj or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ErNo
1d. Typea) 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 d No
For the record only for Corps Permit:
❑ Yes [No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes No
2. Project Information
2a. Name of project:
Marsh Creek Subdivision
Buncombe
2b. County:
2c. Nearest municipality / town:
Asheville
2d. Subdivision name:
Marsh Creek
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Dennis J. Roberts
3b. Deed Book and Page No.
5703/282
3c. Responsible Party (for LLC if
applicable):
Kodagem, LLC
3d. Street address:
48 SHERRY LANE
3e. City, state, zip:
LEICESTER, NC 28748
3f. Telephone no.:
[phone]
3g. Fax no..-
o.:3h.
3h.Email address: 10re
6sif raAr1c. coc,
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:
Jason Foster, P.E.
5b. Business name
(if applicable):
Civil Design Concepts, PA
5c. Street address:
168 PATTON AVENUE
5d. City, state, zip:
ASHEVILLE, NC 28801
5e. Telephone no.:
[phone]
5f. Fax no.:
5g. Email address:
Gvr
v
Page 2 of 10

B. Project Information and Prior Project History
1.
Property Identification
1a. Property identification no. (tax PIN or parcel ID): 9629-70-0376, 9629-70-3496
1 b. Site coordinates (in decimal degrees):
ILatitude: -82.609044 Longitude: 35.593272
1 c.
Property size:
4.63 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
SMITH MILL CREEK
2b. Water Quality Classification of nearest receiving water:
C
2c.
River basin:
FRENCH BROAD
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:
PROPERTY IS MOSTLY VACANT, CONSISTING OF WOODED AND GRASSY AREA WITH A PAVED AREA IN THE SOUTH EAST CORNER.
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: 594
3d. Explain the purpose of the proposed project:
CONSTRUCTION OF 21 LOT SUBDIVISION WITH RELATED ULTILITIES, STREETS AND STORMWATER MANAGEMENT.
3e.
Describe the overall project in detail, including the type of equipment to be used:
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property 1
project (includingall prior phases)in the past?
❑ Yes ❑ No ❑ Unknown
Comments:
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): V S (s5- I
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdicti nal determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X 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
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X 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
W2
W3
W4
W5
W6
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
UNNAMED 1
PER
DWQ
9
133
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts 1
2
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 individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
02
03
04
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
P2
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 ❑ Other:
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
B2
B3
B4
B5
B6
6h. Total Buffer Impacts:
6i. Comments:
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.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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
❑ 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:
Type:
Type:
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:
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
buffer mitigation?
❑ Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Pian (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
[j 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?
oda
2b.
Does this project require a Stormwater Management Plan?
Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
S*i- C..:(,/ 6r— cFck-1 4 -JJ C,:,, .mac
per, yep 5�
�� ��J ,4�,4,�-�..� 57�-- • r5" fEc.4)
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 this ro'ect?
[&Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
51Yes ❑ 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
0"res ❑ 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 409 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)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑ No
use of public (federalistate) 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 (NEPAISEPA)?
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
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 ❑ No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
is this an after -the -fact permit application?
El 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
❑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.
Page 9 of 10
PCN Foran — 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
habitat?
F[ -]Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
El Yes No
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?
CJ.SfwS �<%� Cri3>r �
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes 0401,
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
V)/ G— �� C- 'le -
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yesto
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes o
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Date
Applicant/Agent's Prin ed Name
icant/Agenf gnature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Buncombe County,
North CarolinaNatural
Resources
Conservation
Service
March 29, 2019
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface....................................................................................................................2
Soil Map..................................................................................................................5
Soil Map................................................................................................................6
Legend..................................................................................................................7
Map Unit Legend..................................................................................................8
Map Unit Descriptions..........................................................................................8
Buncombe County, North Carolina.................................................................10
CkB2—Clifton clay loam, 2 to 8 percent slopes, moderately eroded..........10
CkC2—Clifton clay loam, 8 to 15 percent slopes, moderately eroded........10
EvD2—Evard-Cowee complex, 15 to 30 percent slopes, moderately
eroded...................................................................................................11
ExD—Evard-Cowee-Urban land complex, 15 to 30 percent slopes............14
TmD—Tate-Urban land complex, 15 to 30 percent slopes..........................16
UhE—Udorthents-Urban land complex, 2 to 50 percent slopes..................17
Ux—Urban land...........................................................................................18
4
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
5
6
Custom Soil Resource Report
Soil Map
39399403939990394004039400903940140394019039402403939940393999039400403940090394014039401903940240353940 353990 354040 354090 354140 354190 354240 354290 354340 354390 354440
353940 353990 354040 354090 354140 354190 354240 354290 354340 354390 354440
35° 35' 43'' N 82° 36' 44'' W35° 35' 43'' N82° 36' 23'' W35° 35' 32'' N
82° 36' 44'' W35° 35' 32'' N
82° 36' 23'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 100 200 400 600
Feet
0 35 70 140 210
Meters
Map Scale: 1:2,370 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Buncombe County, North Carolina
Survey Area Data: Version 15, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 23, 2011—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
7
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CkB2 Clifton clay loam, 2 to 8 percent
slopes, moderately eroded
0.0 0.3%
CkC2 Clifton clay loam, 8 to 15
percent slopes, moderately
eroded
0.0 0.1%
EvD2 Evard-Cowee complex, 15 to 30
percent slopes, moderately
eroded
8.1 69.7%
ExD Evard-Cowee-Urban land
complex, 15 to 30 percent
slopes
0.7 6.0%
TmD Tate-Urban land complex, 15 to
30 percent slopes
0.6 5.1%
UhE Udorthents-Urban land
complex, 2 to 50 percent
slopes
1.2 10.7%
Ux Urban land 0.9 8.2%
Totals for Area of Interest 11.6 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
Custom Soil Resource Report
8
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
9
Buncombe County, North Carolina
CkB2—Clifton clay loam, 2 to 8 percent slopes, moderately eroded
Map Unit Setting
National map unit symbol: 1t3v0
Elevation: 2,000 to 2,250 feet
Mean annual precipitation: 35 to 50 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 130 to 180 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Clifton, moderately eroded, and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Clifton, Moderately Eroded
Setting
Landform: Ridges
Down-slope shape: Convex
Across-slope shape: Linear
Parent material: Residuum weathered from amphibolite or hornblende gneiss
Typical profile
Ap - 0 to 8 inches: clay loam
Bt - 8 to 55 inches: clay
C - 55 to 80 inches: loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 10.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Hydric soil rating: No
CkC2—Clifton clay loam, 8 to 15 percent slopes, moderately eroded
Map Unit Setting
National map unit symbol: 1t3v2
Custom Soil Resource Report
10
Elevation: 2,000 to 2,250 feet
Mean annual precipitation: 35 to 50 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 130 to 180 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Clifton, moderately eroded, and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Clifton, Moderately Eroded
Setting
Landform: Ridges
Down-slope shape: Convex
Across-slope shape: Linear
Parent material: Residuum weathered from amphibolite or hornblende gneiss
Typical profile
Ap - 0 to 8 inches: clay loam
Bt - 8 to 55 inches: clay
C - 55 to 80 inches: loam
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 10.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
EvD2—Evard-Cowee complex, 15 to 30 percent slopes, moderately
eroded
Map Unit Setting
National map unit symbol: 2v0y7
Elevation: 1,640 to 3,980 feet
Mean annual precipitation: 36 to 51 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 159 to 176 days
Farmland classification: Farmland of local importance
Custom Soil Resource Report
11
Map Unit Composition
Evard, moderately eroded, and similar soils: 55 percent
Cowee, moderately eroded, and similar soils: 35 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Evard, Moderately Eroded
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope, summit
Landform position (three-dimensional): Upper third of mountainflank, mountaintop,
side slope, crest
Down-slope shape: Convex, linear
Across-slope shape: Linear, convex
Parent material: Residuum weathered from amphibolite and/or hornblende gneiss
Typical profile
Ap - 0 to 5 inches: clay loam
Bt - 5 to 29 inches: sandy clay loam
BC - 29 to 37 inches: sandy loam
C - 37 to 80 inches: sandy loam
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Cowee, Moderately Eroded
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Upper third of mountainflank, mountaintop,
side slope, crest
Down-slope shape: Convex, linear
Across-slope shape: Linear, convex
Parent material: Residuum weathered from amphibolite and/or hornblende gneiss
Typical profile
Ap - 0 to 5 inches: clay loam
Bt - 5 to 27 inches: gravelly sandy clay loam
Cr - 27 to 80 inches: bedrock
Custom Soil Resource Report
12
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately
high (0.00 to 0.60 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 3.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Tate
Percent of map unit: 3 percent
Landform: Toes on coves
Landform position (two-dimensional): Footslope
Landform position (three-dimensional): Mountainbase, base slope
Down-slope shape: Concave, linear
Across-slope shape: Concave
Hydric soil rating: No
Chestnut, moderately eroded
Percent of map unit: 3 percent
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope, summit
Landform position (three-dimensional): Mountainflank, mountaintop, side slope,
crest
Down-slope shape: Convex, linear
Across-slope shape: Convex
Hydric soil rating: No
Edneyville, moderately eroded
Percent of map unit: 2 percent
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope, summit
Landform position (three-dimensional): Mountainflank, mountaintop, side slope,
crest
Down-slope shape: Convex, linear
Across-slope shape: Convex
Hydric soil rating: No
Clifton, moderately eroded
Percent of map unit: 2 percent
Landform: Hillslopes, ridges
Landform position (two-dimensional): Backslope, summit
Landform position (three-dimensional): Side slope, interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Custom Soil Resource Report
13
Hydric soil rating: No
ExD—Evard-Cowee-Urban land complex, 15 to 30 percent slopes
Map Unit Setting
National map unit symbol: 1t3w2
Elevation: 1,720 to 3,570 feet
Mean annual precipitation: 50 to 60 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 124 to 176 days
Farmland classification: Not prime farmland
Map Unit Composition
Evard and similar soils: 40 percent
Cowee, stony, and similar soils: 25 percent
Urban land: 20 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Evard
Setting
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, interfluve
Down-slope shape: Linear
Across-slope shape: Convex
Parent material: Residuum weathered from hornblende gneiss and/or amphibolite
Typical profile
A - 0 to 5 inches: clay loam
Bt - 5 to 29 inches: sandy clay loam
BC - 29 to 37 inches: sandy loam
C - 37 to 80 inches: sandy loam
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Custom Soil Resource Report
14
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Cowee, Stony
Setting
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, interfluve
Down-slope shape: Linear
Across-slope shape: Convex
Parent material: Residuum weathered from hornblende gneiss and/or amphibolite
Typical profile
A - 0 to 5 inches: clay loam
Bt - 5 to 27 inches: gravelly sandy clay loam
Cr - 27 to 80 inches: bedrock
Properties and qualities
Slope: 15 to 30 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: C
Hydric soil rating: No
Description of Urban Land
Setting
Parent material: Streets, parking lots, buildings, and other structures
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8s
Hydric soil rating: No
Minor Components
Udorthents
Percent of map unit: 9 percent
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, interfluve
Down-slope shape: Convex, linear
Across-slope shape: Linear, convex
Hydric soil rating: No
Custom Soil Resource Report
15
Thurmont
Percent of map unit: 6 percent
Landform: Drainageways
Landform position (three-dimensional): Mountainbase, base slope
Down-slope shape: Concave
Across-slope shape: Linear
Hydric soil rating: No
TmD—Tate-Urban land complex, 15 to 30 percent slopes
Map Unit Setting
National map unit symbol: 1t3yd
Elevation: 2,050 to 2,800 feet
Mean annual precipitation: 45 to 70 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 124 to 170 days
Farmland classification: Not prime farmland
Map Unit Composition
Tate and similar soils: 50 percent
Urban land: 40 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Tate
Setting
Landform: Stream terraces, benches, fans
Landform position (two-dimensional): Footslope, backslope
Landform position (three-dimensional): Base slope, riser
Down-slope shape: Convex
Across-slope shape: Convex, linear
Parent material: Colluvium derived from igneous and metamorphic rock
Typical profile
A - 0 to 7 inches: loam
Bt - 7 to 46 inches: clay loam
C - 46 to 80 inches: fine sandy loam
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Custom Soil Resource Report
16
Frequency of ponding: None
Available water storage in profile: High (about 9.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Urban Land
Setting
Parent material: Streets, parking lots, buildings, and other structures
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
UhE—Udorthents-Urban land complex, 2 to 50 percent slopes
Map Unit Setting
National map unit symbol: 1t3z0
Elevation: 1,090 to 3,830 feet
Mean annual precipitation: 50 to 64 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 124 to 176 days
Farmland classification: Not prime farmland
Map Unit Composition
Udorthents and similar soils: 55 percent
Urban land: 35 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Udorthents
Setting
Landform position (two-dimensional): Backslope, footslope, toeslope
Down-slope shape: Linear, convex
Across-slope shape: Linear
Parent material: Loamy to skeletal cut and fill
Typical profile
C - 0 to 80 inches: cobbly sandy loam
Properties and qualities
Slope: 2 to 50 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat excessively drained
Runoff class: Medium
Custom Soil Resource Report
17
Capacity of the most limiting layer to transmit water (Ksat): Very low to very high
(0.00 to 19.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: A
Hydric soil rating: No
Description of Urban Land
Setting
Parent material: Streets, parking lots, buildings, and other structures
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8s
Hydric soil rating: No
Minor Components
Rubble land
Percent of map unit: 10 percent
Hydric soil rating: No
Rock outcrop
Percent of map unit: 0 percent
Hydric soil rating: No
Ux—Urban land
Map Unit Composition
Urban land: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Urban Land
Setting
Parent material: Streets, parking lots, buildings, and other structures
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Custom Soil Resource Report
18
Imagery................................................NAIP, January 2010Roads..............................................©2006-2010 Tele AtlasNames...............................................................GNIS, 2010Hydrography.................National Hydrography Dataset, 2010Contours............................National Elevation Dataset, 2010
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R
D
SARDIS RD
H
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VIL
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HENDERSONVILLE
RDCOLLEGE STSWEETEN CREE
K
R
D
TUNNEL RD
PATTON AVE
MCDO
W
E
L
L

S
T
SWEETEN CREEK RDPATTON AVEMERRIMON AVEHAYWOOD RD
PISGAH NATIONAL FOREST
BLUE RIDGE PARKWAY
BLUE RIDGE PARKWAY
BLUE RIDGE PARKWAY
TheLagoon
W
esley Cr Smith CrLong Valley BrAustin BrPl
ateau BrR e e d C r
S w e e t e n Cr
S
w
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n
C
r
Robinson CrLee CrWolf Br
Ragsdale Cr
Bent CrDingle Cr
Dingle Cr Haw CrReed
C
r
Le e C rPond BrFourmile Br Ross CrFourm ile B rHaw CrM
cKinnish Br
C r e a s m a n B r
W
olf
B
r Lee CrMoore Br
S m ith M ill C r
Brown Br Rooul BrR
am

B
r
Canie Cr
Boring Mill Br Swannanoa RiverF
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B
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River
H
o
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Creek French Broad RiverSwan
n
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R
i
v
e
r
French Broad River
French Broad RiverLakeKenilworth
WesterlyLake
BassPond
BusbeeReservoir
Univ of NCarolina atAsheville
S College-Asheville
Asheville-BuncombeTechnical Community Coll
Rich Cem
Fore Cem
VioletHill Cem
RiversideCem
Sunset Cem
CedarHill Cem
Smith Cem
GreenHills Cem
WestChapelCem
OldAcademyCem
WoodlawnCem
BiltmoreForest
WEST ASHEVILLE
Emma
MontfordHills
ValleySprings
SaylesVillage
Sulphur Springs
Shiloh
BeverlyHills
Deaver View
Kenilworth
Oakley
Beverly Hills
Boswell
Hazel Green
BinghamHeights
Buena Vista
Busbee
Wilshire Park HawCreek
Venable
MurphyJunction
ASHEVILLE
Biltmore
Asheville
Stradley CoveC h u n n C o v eC i s c o C o v eSodom HollowStradley CoveBeaucatcherTunnel PineyMtn
Busbee Mtn
BusbeeMtnStradleyMtn
LookoutMtn
RicePinnacle
LonePine Mtn
FradyMtn
Sunset Mtn
DrymanMtn
RichmondHill
PattonMtn
BlakeMtn
BeaucatcherMtn
RichKnob
CiscoMtn
WhiteFawn Gap
Lewis Gap
Randall Gap
Smith Bridge
Carrier Bridge
35°
43
000
39
3942
3
3
3
35'
57
3
3 000 62 63
32
32'
39
39
30'
39
39
37'
53 55 3
3 3
39
33
3937
42
35°
30"
000
N
30"
FEET
32'
39
37
39
N
37'
30"3
930
3 58
58 59 32'
61
61
35°
31
39
39
35°
34
39
41
3 000 56
35'
3
593 603
60
30
35'
41
FEET
35'
000m
33
54
54
56
57
30"
3
30'
39
3935
36
39
39
43
FEET
30'
30"
31
39
30"
36
38
30"
3 3
82°
39
39
660
32
39
000mE
32'
30"
3 3
63000m
82°
39
40
39
FEET
950
39
37'
82°
82°
3039
39
35
40
39
55
3 3 62 E
30'
39
34
38
700
000m
37'
NORTHCAROLINA
QUADRANGLE LOCATION
ASHEVILLE QUADRANGLENORTH CAROLINA-BUNCOMBE CO.7.5-MINUTE SERIES
ASHEVILLE, NC
2016
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WD
Secondary Hwy Local Road
Interstate Route State RouteUS RouteWX./H
ASHEVILLE, NC
2016
ROAD CLASSIFICATION
Check with local Forest Service unitfor current travel conditions and restrictions.
FS Primary Route FS High Clearance RouteFS PassengerRouteª«­▬Interstate Route State RouteUS RouteWX./H
Expressway Local Connector
Ramp 4WD
Secondary Hwy Local Road
U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY

1 Leicester
8 Fruitland
2 Weaverville3 Craggy Pinnacle4 Enka5 Oteen6 Dunsmore Mountain7 Skyland
ADJOINING QUADRANGLES
1 2 3
4 5
6 7 8
This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.19
CONTOUR INTERVAL 20 FEETNORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
1 0.5 0
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
Imagery<IMG_LEADER><IMG_CITATION>Roads<TRANS_LEADER> U.S. Census Bureau, 2015 - 2016Names<GNIS_LEADER>GNIS, 2016Hydrography<HYDRO_LEADER>National Hydrography Dataset, <HYDRO_DATE>Contours<HYPSO_LEADER><HYPSO_CITATION>Boundaries............Multiple sources; see metadata file 1972 - 2016<OPTIONAL_CITATIONS>Wetlands.........FWS National Wetlands Inventory 1977 - 2014
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.
Imagery.............................................NAIP, October 2014Roads................................ U.S. Census Bureau, 2015 - 2016Roads within US Forest Service Lands.............FSTopo Data with limited Forest Service updates, 2012 - 2016Names...............................................................GNIS, 2016Hydrography....................National Hydrography Dataset, 2014Contours............................National Elevation Dataset, 2008Boundaries............Multiple sources; see metadata file 1972 - 2016
Wetlands.........FWS National Wetlands Inventory 1977 - 2014
U.S. National Grid
100,000-m Square ID
Grid Zone Designation
LV
17S
^
ØMN
GN
UTM GRID AND 2016 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET
0° 54´16 MILS
6° 32´116 MILS
*7643016378503*NSN.7643016378503NGA REF NO.USGSX24K1641
XXX PERMIT NO.NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE [phone] FAX [phone] WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE [phone] FAX [phone]Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:MARSH CREEK SUBDIVISION COA WATER WPFY-18-19-075MSD SEWER 2019074
N
VICINITY MAP
(NOT TO SCALE)
Know what'sbelow.
before you dig.Call
R
ASHEVILLE, NORTH CAROLINA
MARSH CREEK SUBDIVISION

KODAGEM, LLC
48 SHERRY LANE
LEICESTER, NC 28748
DENNIS J. ROBERTS
[phone]
PREPARED FOR:
C000COVER FOR:DEVELOPMENT DATA
INDEX OF SHEETS
Sheet Number Sheet Title
D.B. 5269 Pg. 1983AOC HOLDINGS, LLCMANAGEMENT, LLCD.B. 4921 Pg. 159BLACKRIDGE PROPERTYAOC HOLDINGS, LLCD.B. 3384 Pg. 845D.B. 5389 Pg. 1971GRAYBUL MEADOWS LPASHEVILLE BROADCASTING CORP.D.B. 1806 Pg. 551NC 63 - LEICESTER HIGHWAY(PUBLIC)(ASPHALT)(NCDOT)ASCENSION DRIVE(ASPHALT)(PRIVATE)OLD COUNTY HOME ROAD(PUBLIC)(ASPHALT)(NCDOT)PIN # 9629-70-5526PIN # 9629-81-2891PIN # 9629-70-7498PIN # 9629-70-5266PIN # 9629-60-9966KODAGEM, LLCD.B. 5703 Pg. 282PIN # 9629-70-3496KODAGEM, LLCD.B. 5703 Pg. 282PIN # 9629-70-0376COA ZO
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COA ZONING: HBBC ZONING: PSCOA ZONING: RM16COA ZONING: RM6COA ZONING: HBCOA ZONING: RM16BC Z
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BMANAGEMENT, LLCD.B. 5262 Pg. 795BLACKRIDGE PROPERTYD.B. 1789 Pg. 173ENMARK STATIONS INC.HERITAGE DRIVE(PRIVATE)(PAVED) (60' R/W)INV. OUT = 2,155.85'INV. IN = 2,155.98'RIM = 2,166.10'INV. OUT = 2,155.36'INV. IN = 2,155.51'RIM = 2,168.71'INV. OUT = 2,150.66'INV. IN = 2,150.67'INV. IN = 2,150.77'RIM = 2,158.57'20' SEWER EASEMENTINV. OUT = 2,113.69'INV. IN = 2,113.74'RIM = 2,120.29'INV. OUT = 2,097.34'INV. IN = 2,097.46'RIM = 2,101.58'INV. OUT = 2,098.98'INV. IN = 2,099.23'RIM = 2,105.58'VICINITY MAP(NOT TO SCALE)NORTHNKnow what'sbelow.before you dig.CallRPROJECT DATADEVELOPMENT DATANOTESNCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE [phone]
FAX [phone]
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE [phone]
FAX [phone]
Concepts, PACCDDesignCivil
www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:MARSH CREEK SUBDIVISION
 COA WATERWPFY-18-19-075MSD SEWER2019074EXISTING CONDITIONS &DEMOLITION PLANC101EXISTING LEGEND
NC 63 -

L
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(PUBLI
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ASCEN
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)OLD COUNTY HOME ROAD(PUBLIC)(ASPHALT)(NCDOT)COA ZONING: RM16COA ZONING: HBCOA ZONING: RM16COA ZONING: HBCOA

ZON
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:
H
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BC

ZON
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:

P
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COA ZONING: RM16
COA ZONING: RM6
COA ZONING: HBCOA ZONING: RM16BC ZONING: PSCOA ZONING: HBHERITAGE
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(PRIVATE)(
P
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14"DBLCY
20"OK
DBL 14"OK
6"OK 14"OK
6"DEAD
7"CY
18"CY
16"DEAD
8"UK
20"OK
6"UK
DBL 8"UK
10"POP
15"OK
12"OK
6"UK
8"POP
8"UK
8"MAP CLUSTER
8"LOC14"DEAD 10"LOC16"OK
10"CY
8"UK
12"DBLCY
8"CY
24"OK
17"OK
6"UK
12"POP
18"POP
9"HIC
12"DEADCY
26"DBLCY
28"DBLCY
6"POP
20"MAP
18"CY
7"LOC
6"POP
6"UK
9"UK
7"POP
10"MAP
18"DBLCY
11"WAL
15"POP
6"POP
10"POP
6"UK
8"HIC
12"POP
18"OK
12"POP
DBL 18"POP
14"POP
16"POP
DBL 16"POP 12"POP
DBL 10"POP
14"POP
7"POP
8"POP
10"POP
12"POP
11"POP
21"POP
12"UK
12"POP
20"POP
18"DBLPOP 10"POP
14"POP
14"WAL
14"CY
11"POP
8"CY
8"CY
20"OK
48"POP
6"POP
38"OK
12"ASH
8"WAL
12"POP
9"POP
8"UK
8"DBLMAP
10"DBLCY
7"MAP
8"DBLMAP9"UK
6"UK16"POP
7"CY
8"LOC
6"UK
9"UK
6"CY
DBL 14"POP
8"UK
8"LOC
8"LOC
6"LOC
7"DBLLOC
14"UK
8"TRPLCY
10"CY
8"MAP
17"OK
12"DBLCY
11"HIC
18"OK
14"POP
8"UK
8"MAP
8"MAP
9"POP 11"UK
12"MAP
8"POP
7"UK
10"SNAG
11"POP
12"POP
8"UK
8"UK
6"POP
6"UK
10"POP
15"POP
12"POP
14"CY
11"CY
13"TRPLOK
18"DBLOK
16"SNAG11"MAP8"SNAG
9"DBLUK
12"UK 19"MAP
17"POP
9"UK 9"UK
TINKER L
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SITE LEGEND
VICINITY MAP
(NOT TO SCALE)
NORTH
N
Know what'sbelow.
before you dig.Call
R
PROJECT DATA
DEVELOPMENT DATA
NOTES
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE [phone] FAX [phone] WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE [phone] FAX [phone]Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:MARSH CREEK SUBDIVISION COA WATER WPFY-18-19-075MSD SEWER 2019074SITE PLAN
C201
D.B. 5269 Pg. 1983AOC HOLDINGS, LLCMANAGEMENT, LLCD.B. 4921 Pg. 159BLACKRIDGE PROPERTYAOC HOLDINGS, LLCD.B. 3384 Pg. 845D.B. 5389 Pg. 1971GRAYBUL MEADOWS LPASHEVILLE BROADCASTING CORP.D.B. 1806 Pg. 551NC 63 - LEICESTER HIGHWAY(PUBLIC)(ASPHALT)(NCDOT)ASCENSION DRIVE(ASPHALT)(PRIVATE)OLD COUNTY HOME ROAD(PUBLIC)(ASPHALT)(NCDOT)PIN # 9629-70-5526PIN # 9629-81-2891PIN # 9629-70-7498PIN # 9629-70-5266PIN # 9629-60-9966KODAGEM, LLCD.B. 5703 Pg. 282PIN # 9629-70-3496KODAGEM, LLCD.B. 5703 Pg. 282PIN # 9629-70-0376MANAGEMENT, LLCD.B. 5262 Pg. 795BLACKRIDGE PROPERTYD.B. 1789 Pg. 173ENMARK STATIONS INC.HERITAGE DRIVE(PRIVATE)(PAVED) (60' R/W)ROUGH GRADING LEGENDVICINITY MAP(NOT TO SCALE)NORTHNKnow what'sbelow.before you dig.CallRPROJECT DATADEVELOPMENT DATANOTESNCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE [phone]
FAX [phone]
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE [phone]
FAX [phone]
Concepts, PACCDDesignCivil
www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:MARSH CREEK SUBDIVISION
 COA WATERWPFY-18-19-075MSD SEWER2019074GRADING AND EROSION CONTROLPLANC301
D.B. 5269 Pg. 1983
AOC HOLDINGS, LLC
MANAGEMENT, LLC
D.B. 4921 Pg. 159
BLACKRIDGE PROPERTY
AOC HOLDINGS, LLC
D.B. 3384 Pg. 845
D.B. 5389 Pg. 1971
GRAYBUL MEADOWS LP
ASHEVILLE BROADCASTING CORP.
D.B. 1806 Pg. 551
NC 63 -

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(
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)OLD COUNTY HOME ROAD(PUBLIC)(ASPHALT)(NCDOT)PIN # 9629-70-5526
PIN # 9629-81-2891
PIN # 9629-70-7498
PIN # 9629-70-5266
PIN # 9629-60-9966
KODAGEM, LLC
D.B. 5703 Pg. 282
PIN # 9629-70-3496
KODAGEM, LLC
D.B. 5703 Pg. 282
PIN # 9629-70-0376
MANAGEMENT, LLC
D.B. 5262 Pg. 795
BLACKRIDGE PROPERTY
D.B. 1789 Pg. 173
ENMARK STATIONS INC.
HERITAGE
D
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INV. IN = 2,101.77'48"CMPINV. OUT = 2,092.21'
INV. IN = 2,097.05'
RIM = 2,104.35'
INV. OUT = 2,092.44'
INV. IN = 2,092.49'
RIM = 2,104.19'
54"RCP 54"RCP54"RCPINV. OUT = 2,098.79'
INV. IN = 2,099.00'RIM = 2,101.97'
15" RCP
4"PVC
INV. OUT = 2,091.66'
INV. IN = 2,091.66'
RIM = 2,103.16'
PIPES NOT ACCESSIBLE
12"
UNKNOWN
TYPE
INV. OUT = 2,092.32'INV. IN = 2,092.42'
RIM = 2,098.76'18" RCP18" RCP12" CMP4"PVC
30" RCP24" RCPRIM = 2,097.26'
24" RCP INV. OUT = 2,095.12'
12" CMP INV. IN = 2,095.27'
18" RCP
15" RCP
12" CMP INV. IN = 2,095.07'
18" RCP INV. IN = 2,095.39'
RIM = 2,100.87'
15" RCP INV. IN = 2,091.53'
RIM = 2,097.33'
30" RCP INV. OUT = 2,089.15'
24" RCP INV. IN = 2,090.23'INV. OUT = 2,093.59'
INV. OUT = 2,097.92'INV. IN = 2,099.57'RIM = 2,103.61'18" CMP
18" STEEL
INV. OUT = 2,100.59'
RIM = 2,104.37'
18" RCP INV. OUT = 2,094.30'15" RCP INV. IN = 2,095.89'
12" UKNOWN INV. IN = 2,096.00'
RIM = 2,101.00'
LOT 20
8198 SF
TINKER L
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LOT 17
5113 SF
LOT 11
4456 SF
LOT 3
3738 SF
LOT 16
5219 SF
LOT 10
3190 SF
LOT 2
11454 SF
LOT 15
5325 SF
LOT 9
3186 SF
LOT 1
12394 SF
LOT 14
5428 SF
LOT 8
3230 SF
LOT 21
12872 SF
LOT 13
4757 SF
LOT 7
3326 SF
OPEN
SPACE
40212 SF
.
LOT 6
3431 SF
LOT 19
16340 SF
LOT 12
4865 SF
LOT 5
3531 SF
LOT 18
5014 SF
OPEN
SPACE
8094 SF
LOT 4
3634 SF
OPEN
SPACE
2139 SF
STORM LEGEND
VICINITY MAP
(NOT TO SCALE)
NORTH
N
Know what'sbelow.
before you dig.Call
R
PROJECT DATA
DEVELOPMENT DATA
NOTES
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE [phone] FAX [phone] WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE [phone] FAX [phone]Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:MARSH CREEK SUBDIVISION COA WATER WPFY-18-19-075MSD SEWER 2019074STORMWATER PLAN
C501
Know what'sbelow.
before you dig.Call
R NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE [phone] FAX [phone] WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE [phone] FAX [phone]Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:MARSH CREEK SUBDIVISION COA WATER WPFY-18-19-075MSD SEWER 2019074STORMWATER PROFILES
C502
1 inch = 50 ft. (H)
1 inch = 10 ft. (V)
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE [phone] FAX [phone] WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE [phone] FAX [phone]Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:MARSH CREEK SUBDIVISION COA WATER WPFY-18-19-075MSD SEWER 2019074GRADING & EROSION CONTROL
DETAILS
C931
TEMPORARY AND PERMANENT SEEDING MEASURES
GROUND STABILIZATIONGENERAL CONSTRUCTION NOTES
CITY OF ASHEVILLE CONSTRUCTION SEQUENCE
EROSION CONTROL MAITENANCE NOTES:
COA: SEEDING AREA, DATES & TYPES
NORTHKnow what'sbelow.before you dig.CallRNCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE [phone]
FAX [phone]
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE [phone]
FAX [phone]
Concepts, PACCDDesignCivil
www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:MARSH CREEK SUBDIVISION
 COA WATERWPFY-18-19-075MSD SEWER2019074EROSION CONTROL DETAILSC932SKIMMER BASIN DSKIMMER BASIN D
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE [phone] FAX [phone] WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE [phone] FAX [phone]Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:MARSH CREEK SUBDIVISION COA WATER WPFY-18-19-075MSD SEWER 2019074STORMWATER DETAILS
C951
GENERAL CONSTRUCTION NOTES
HDPE TRENCH INSTALLATION DETAIL
OR
OR
CREEK OR RIVER CROSSING
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE [phone] FAX [phone] WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE [phone] FAX [phone]Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:MARSH CREEK SUBDIVISION COA WATER WPFY-18-19-075MSD SEWER 2019074STORMWATER DETAILS
C952
ROUND OPEN THROAT DETAIL
PRECAST CONCRETE CATCH BASIN DETAILS FOR
GRATE INLETS, CURB INLETS, AND JUNCTION BOXES
OR
CULVERT CROSSING DETAILS
48" HDPE DETENTION PIPE CROSS SECTION
PIPE ID (48-INCH)
PIPE OD (54-INCH)
VOLUME (12.36 CF/LF)
STORAGE (92.47 GAL/LF)
NCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE [phone]
FAX [phone]
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE [phone]
FAX [phone]
Concepts, PACCDDesignCivil
www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:MARSH CREEK SUBDIVISION
 COA WATERWPFY-18-19-075MSD SEWER2019074STORMTECH DETAILSC953ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTIONEQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1.MC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C'OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER PLANS. PAVED INSTALLATIONS MAYHAVE STRINGENT MATERIAL AND PREPARATIONREQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 24" (600 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 24" (600 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 12" (300 mm)MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS.BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. ² ³24"(600 mm) MIN*7.0'(2.1 m)MAX12" (300 mm) TYP100" (2540 mm) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUNDCLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERSSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYERMC-4500END CAP12" (300 mm) MIN12" (300 mm) MIN9"(230 mm) MINDCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30" (750 mm).60"(1525 mm)9" STONE DEPTHNO COMPACTION REQUIRED.INSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.24" SUMP DEPTH24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-CORED END CAP PART #:MC4500REPE24BC OR MC4500REPE24BWTWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSCATCH BASINORMANHOLECOVER PIPE CONNECTION TO ENDCAP WITH ADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEMC-4500 CHAMBERMC-4500 END CAPMC-4500 ISOLATOR ROW DETAILNTSINSPECTION PORTSTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESMC-4500 CHAMBER18" (450 mm) MIN WIDTHCONCRETE SLAB8" (200 mm) MIN THICKNESSPAVEMENTFLEXSTORM CATCH ITPART# 6212NYFXWITH USE OF OPEN GRATE12" (300 mm) NYLOPLAST INLINEDRAIN BODY W/SOLID HINGEDCOVER OR GRATEPART# 2712AG6IP*SOLID COVER: 1299CGC*GRATE: 1299CGSCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONS6" (150 mm) INSERTA TEEPART# 6P26FBSTIP*INSERTA TEE TO BE CENTEREDIN VALLEY OF CORRUGATIONSMC-4500 6" INSPECTION PORT DETAILNTS6" (150 mm) SDR35 PIPECONCRETE COLLAR* THE PART# 2712AG6IPKIT CAN BEUSED TO ORDER ALL NECESSARYCOMPONENTS FOR A SOLID LIDINSPECTION PORT INSTALLATIONUNDERDRAIN DETAILNTSAABBSECTION A-ASECTION B-B6" UNDERDRAINOUTLET MANIFOLDSTORMTECHEND CAPSTORMTECHCHAMBERSSTORMTECHCHAMBERSTORMTECHEND CAPDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSMC-SERIES END CAP INSERTION DETAILNTSNOTE: MANIFOLD STUB MUST BE LAID HORIZONTALFOR A PROPER FIT IN END CAP OPENING.12" (300 mm)MIN SEPARATION12" (300 mm) MIN INSERTIONMANIFOLD HEADERMANIFOLD STUBSTORMTECH END CAP12" (300 mm)MIN SEPARATION12" (300 mm)MIN INSERTIONMANIFOLD HEADERMANIFOLD STUBMC-4500 TECHNICAL SPECIFICATIONNTSPART #STUBBCMC4500REPE06T6" (150 mm)42.54" (1.081 m)---MC4500REPE06B---0.86" (22 mm)MC4500REPE08T8" (200 mm)40.50" (1.029 m)---MC4500REPE08B---1.01" (26 mm)MC4500REPE10T10" (250 mm)38.37" (975 mm)---MC4500REPE10B---1.33" (34 mm)MC4500REPE12T12" (300 mm)35.69" (907 mm)---MC4500REPE12B---1.55" (39 mm)MC4500REPE15T15" (375 mm)32.72" (831 mm)---MC4500REPE15B---1.70" (43 mm)MC4500REPE18TC18" (450 mm)29.36" (746 mm)---MC4500REPE18TWMC4500REPE18BC---1.97" (50 mm)MC4500REPE18BWMC4500REPE24TC24" (600 mm)23.05" (585 mm)---MC4500REPE24TWMC4500REPE24BC---2.26" (57 mm)MC4500REPE24BWMC4500REPE30BC30" (750 mm)---2.95" (75 mm)MC4500REPE36BC36" (900 mm)---3.25" (83 mm)MC4500REPE42BC42" (1050 mm)---3.55" (90 mm)NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm)CHAMBER STORAGE106.5 CUBIC FEET (3.01 m³)MINIMUM INSTALLED STORAGE*162.6 CUBIC FEET (4.60 m³)WEIGHT130.0 lbs.(59.0 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)90.2" X 59.4" X 30.7" (2291 mm X 1509 mm X 781 mm)END CAP STORAGE35.7 CUBIC FEET (1.01 m³)MINIMUM INSTALLED STORAGE*108.7 CUBIC FEET (3.08 m³)WEIGHT135.0 lbs.(61.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"BC52.0"(1321 mm)48.3"(1227 mm)INSTALLED60.0"(1524 mm)100.0" (2540 mm)90.2" (2291 mm)59.4"(1509 mm)30.7"(781 mm)INSTALLED35.1"(891 mm)UPPER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBUILD ROW IN THIS DIRECTIONLOWER JOINT CORR.FOOTCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-4500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.PROPOSED UNDERDRAIN
MANAGEMENT, LLCD.B. 4921 Pg. 159BLACKRIDGE PROPERTYPIN # 9629-70-5266KODAGEM, LLCD.B. 5703 Pg. 282PIN # 9629-70-3496NORTHKnow what'sbelow.before you dig.CallRNCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE [phone]
FAX [phone]
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE [phone]
FAX [phone]www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:MARSH CREEK SUBDIVISION
 COA WATERWPFY-18-19-075MSD SEWER2019074STORMTECH DETAILSC954INLET CONTROL STRUCTUREWEIR WALL "A0"OUTLET CONTROL STRUCTUREWEIR WALL "B1"STORMTECH SYSTEM "A"STORMTECH A LAYOUT(24) STORMTECH MC-4500 CHAMBERS(6) STORMTECH MC-4500 END CAPSINSTALLED WITH 12 " COVER STONE, 9 " BASE STONE, 40% STONE VOIDINSTALLED SYSTEM VOLUME: 5,764 CFAREA OF SYSTEM: 1404 FT²PERIMETER OF SYSTEM: 162 FTINSPECTION PORTPROPOSED STRUCTURE A0W/ELEVATED BYPASS MANIFOLD6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN12" x 12" ADS N-12 TOP MANIFOLD, INV 35.69"ABOVE CHAMBER BASEPROPOSED OUTLET CONTROL STRUCTURE B1ISOLATOR ROWPLACE MINIMUM 17.5' OF ADS GEOSYNTHETICS315WTK WOVEN GEOTEXTILE OVER BEDDINGSTONE AND UNDERNEATH CHAMBER FEET FORSCOUR PROTECTION AT ALL CHAMBER INLETROWS18" ADS N-12 BOTTOMCONNECTION, INV 1.97"ABOVE CHAMBER BASE42.92'31.13'37.32'26.47'24" CORED END CAP PART# MC4500REPE24BCTYP OF ALL MC-4500 24" CONNECTIONS ANDISOLATOR ROWS18" CORED END CAP PART# MC4500REPE18BC TYP OFALL MC-4500 18" BOTTOM CONNECTIONSOUTLET CONTROL STRUCURE"B1"STORMTECH SYSTEM "A"STORM WATER BYPASS BOX "A0"
2�
STRUCTURE TABLE
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES)
STRUCTURE
STATION
STRUCTURE DETAILS
DEPTH
DESCRIPTION
18"
50'
RIM 2129.3
HDPE
A2—A1
Al
10+54
INV. IN 2124.1 (A2—A1)
8,7'±
CURB INLET
18"
235'
INV. OUT 2120.6 (A1—AO)
HDPE
A4—A3
18"
176'
RIM 2133.5
HDPE
B1—BPO
A2
11+87
INV. IN 2125.6 (A3—A2)
8.0'±
CURB INLET
48"
133'
INV. OUT 2125.5 (A2—A1)
Concrete Pipe
RIM 2138.8
A3
14+23
INV. IN 2128.5 (A4—A3)
10.9'±
CURB INLET
INV. OUT 2127.9 (A3—A2)
RIM 2133.3
A4
16+01
INV. OUT 2130.3 (A4—A3)
3.1'±
CURB INLET
RIM 2111.2
BPO
10+00
INV. IN 2103.2 (BYPASS CULVERT)
21.3'±
OPEN THROAT
INV. IN 2092.1 (B1—BPO)
PIPE TABLE
(SLOPES BASED ON 2D LENGTH TO INSIDE EDGES)
PIPE NAME
SIZE
LENGTH
SLOPE
MATERIAL
Al—AO
18"
50'
15.0%
HDPE
A2—A1
18"
131'
1.0%
HDPE
A3—A2
18"
235'
1.0%
HDPE
A4—A3
18"
176'
1.0%
HDPE
B1—BPO
18"
25'
1.0%
HDPE
BYPASS CULVERT
48"
133'
5.1%
Concrete Pipe
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TREE SAVE AREA OUTSIDE STREAM BUFFER
LESS STREAM BUFFER AREA
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SUMMARY
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TREE SAVE AREA OUTSIDE STREAM BUFFER
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PROVIDED: 26,819 SF
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NCBELS #: C-2184 JUNE 2 019
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