20190259 Ver 1_401 Application_20190218

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Transmittal Letter
Date: February 11, 2019
Project Name: Broadway Townhomes
ACE Project: 1775
To: NC Division of Water Quality,WBSCP Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1650
Attn: Andrew Moore
cc:
Via Mail Overnight Hand Delivered X Pick up @ ACE Office
____ Co ies --------------
Date_______
5
02/11/19
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02/11/19
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02/11/19
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02/11/19
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02/11/19
REMARKS:
34 Big Bear Trail
Asheville NC 28805
Phone: [phone]
www.aceasheville.com
Description
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PNC Form
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Set of Agent Authorization Forms
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11x17 Reduced Size Plan Sets
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24x36 Full Size Plan Sets
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Check for $240.00
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By: Kathleen Penland
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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:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 3, 27 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑X 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 ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Rowhouse Development
2b.
County:
Buncombe
2c.
Nearest municipality / town:
Asheville
2d.
Subdivision name:
Rowhouse Development
2e.
NCDOT only, T.I.P. or state project no:
Fn/—a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Boulevard Development Group, LLC; Broadway Bulls, LLC
3b.
Deed Book and Page No.
4161/1930; 4575/0398
3c.
Responsible Party (for LLC if
applicable):
Boulevard Development Group, LLC
3d.
Street address:
Broadway Street
3e.
City, state, zip:
Asheville, NC 28801
3f.
Telephone no.:
828-242-5437
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:
Mike Anderson, PE
5b. Business name
(if applicable):
Advantage Civil Engineering, PA
5c. Street address:
34 Big Bear Trail
5d. City, state, zip:
Asheville, North Carolina 28805
5e. Telephone no.:
828-582-8970
5f. Fax no.:
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):
9649-32-0816; 9649-32-1627
1 b. Site coordinates (in decimal degrees):
Latitude: 35.601603 Longitude: -82.556248
1c. Property size:
1.51 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Reed 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:
The existing lot is partially graveled and used for overflow parking in an urban setting. There is approximately 105 LF, of failing culvert outfalling into a
deteriorated and eroding creek bed at the head of Reed Creek.
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: 482
3d. Explain the purpose of the proposed project:
The project proposes to build 20 townhomes with parking, repair and replace the existing culvert and rehabilitate a portion of Reed Creek.
Remove and replace 107 LF of failing concrete box culvert and extend an additional 122 LF all with 10' structural arch culvert. A large
excavator and coffer dam with pump will be used during construction.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
❑ Yes ❑X 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):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
0 Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
On 03/26/08 DWQ received an incomplete application for this project, DWQ #08-0349. It is our understanding that the submittal was never completed.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X 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 Q 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:
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
Reed Creek
PER
Corps
10
122
S2 P
Replacement
Reed Creek
PER
Corps
10
107
S3 P
Stabilization
Reed Creek
PER
Corps
10
350
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
579
3i. Comments:
Remove and replace 10 LF of failing 10' wide, hand -built box culvert with 10' structural arch culvert and extend an additional 122 LF. The remaining
350 LF of Reed Creek is to be rehabilitated.
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
Tem ora T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
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. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled
Excavated Flooded
Filled Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
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.
Permanent impacts are being minimized by limiting the scope of culvert installation to replacing the existing failing culvert and limiting the culvert
extension to 122 LF at which point the existing Reed Creek can be rehabilitated.. The proposed area of impact is limited to existing culvert and existing
eroded creek bank areas that will be improved by this project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction will be done in a timely manner and follow all erosion control measures required to minimize and avoid impacts where possible.
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 Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes OX No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X 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?
54
2b. Does this project require a Stormwater Management Plan?
0 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:
Local (City of Asheville) regulations require a stormwater management plan. Water Quality and Detention of the storm water runoff will be provided
through an underground storage and treatment system.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Mike Anderson, PE 828-582-8970
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
City of Asheville
❑ 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 Q No
attached.
4. DWQ Stormwater Program Review
ElCoastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs applyHSession
ORW
(check all that apply):
Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
© 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)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
© No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes
❑X 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
❑X 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.
Wastewater
from the protect will be collected in a public sewer extension to be owned and operated by the Metropolitan Sewerage
District of
Buncombe County.
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
habitat?
❑ Yes ® No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ❑X No
-T 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?
US Fish & Wildlife Online Mapping
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?
NC DENR Mapping
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?
The NC Historic Preservation Office website
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?
Flood Risk Information System website.
Mike Anderson, PE
Applicant/Agent's Printed Name
- pIicant/Ag$ Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Department of the Army
Wilmington District, Corps of Engineers
Attn: Amanda Jones
151 Patton Avenue #208
Asheville, NC 28801
-and-
NC DWR, 401 and Buffer Permitting Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
I, the current landowner/managing partner of the property identified below, hereby authorize
Andrew Bick of Headwaters Engineering, PC to act on my behalf as my agent during the processing
of jurisdictional determination requests and permits to impact Wetlands and Water of the US
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. Andrew Bick is authorized to provide supplemental information
as needed at the request of the USACE or DWR.
Additionally, 1 authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899. One property owner of record must accompany any said representative when the onsite
investigation is conducted.
Property Owner of Record: Boulevard Development Group LLC
Property Owner Address: PO Box 2239, Asheville, NC 28802-2239
Phone Number: 828.242.5437
Email address: [e-mail]
Property Location: Broadwav St.AshnillC 28801 — pircel id's below
Owner/Managing partner Signature:
Owner/Managing printed name: Kevin S Kerr Managing Member
Date: 1.17.19
Parcel ID #'s: 964932081600000
964932047900000
964932151300000
964932167400000
964932168100000
964932253300000

Department of the Army
Wilmington District, Corps of Engineers
Attn: Amanda Jones
151 Patton Avenue #208
Asheville, NC 28801
-and-
NC DWR, 401 and Buffer Permitting Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
1, the current landowner/managing partner of the property identified below, hereby authorize
Andrew Bick of Headwaters Engineering. PC to act on my behalf as my agent during the processing
of jurisdictional determination requests and permits to impact Wetlands and Water of the US
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. Andrew Bick is authorized to provide supplemental information
as needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899. One property owner of record must accompany any said representative when the onsite
investigation is conducted.
Property Owner of Record: Broadway Bulls LLC
Property Owner Address: PO Box 3966, Hickory, NC 28603-3966
Phone Number. 828.210.4699
Email address: kevinskerratmail.com
Property Location: Broadway St Asheville NC 28901 — Parcel#964932162700000
Owner/Managing partner Signature: 4-4 4
Owner/Managing printed name: Dale K Cline, Member Manager
Date: 1.17. l9

Department of the Army
Wilmington District, Corps of Engineers
Attn: Amanda Jones
151 Patton Avenue #208
Asheville, NC 28801
-and-
NC DWR, 401 and Buffer Permitting Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
1, the current landowner/managing partner of the property identified below, hereby authorize
Andrew Bick of Headwaters Engineering, PC to act on my behalf as my agent during the processing
of jurisdictional determination requests and permits to impact Wetlands and Water of the US
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. Andrew Bick is authorized to provide supplemental information
as needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899. One property owner of record must accompany any said representative when the onsite
investigation is conducted.
Property Owner of Record: Matthew C. Baldwin, Yael J. Goldman
Property Owner Address: 41 Elizabeth Place, Asheville NC 28801
Phone Number: J 7/5- 17 6
Email address: �� I til., vv� r �` C/ow�
Property Location:
Owner/Managing partner Sig
Owner/Managing printed nar
Date:

Department of the Army
Wilmington District, Corps of Engineers
Attn: Amanda Jones
151 Patton Avenue #208
Asheville, NC 28801
-and-
NC DWR, 401 and Buffer Permitting Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
1, the current landowner/managing partner of the property identified below, hereby authorize
Andrew Bick of Headwaters Engineering, PC to act on my behalf as my agent duringthe processing
of jurisdictional determination requests and permits to impact Wetlands and Water of the US
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. Andrew Bick is authorized to provide supplemental information
as needed at the request of the USACE or DWR.
Additionally, 1 authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899. One property owner of record must accompany any said representative when the onsite
investigation is conducted.
Property Owner of Record: 28 Elizabeth Street Land Trust
Property Owner Address: PO Box 18261 Asheville NC 28814
Phone Number: V L?/
Email address:
Property Location: 45 E
Owner/Managing partner Signature
Owner/Managing printed name:
Date:

Department of the Army
Wilmington District, Corps of Engineers
Attn: Amanda !ones
151 Patton Avenue #208
Asheville, NC 28801
-and-
NC DWR, 401 and Buffer Permitting Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
I, the current landowner/managing partner of the property identified below, hereby authorize
Andrew Bick of Headwaters Engineering, PC to act on my behalf as my agent during the processing
of jurisdictional determination requests and permits to impact Wetlands and Water of the US
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. Andrew Bick is authorized to provide supplemental information
as needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899. One property, owner of record must accompany any said representative when the onsite
investigation is conducted.
Property Owner of Record: Michael and Lauren Tomavo
Property Owner Address: PO Box 1556, Asheville, NC 28802
Phone Number:
Email address:
Property Location: Lot on Elizabeth Place, Asheville, NC 28801
Owner/Managing partner Signature: /
Owner/Managing printed name:
Date: S 7,

DEVELOPMENT DATA
EASING ADJACENT PROPERTY LINE (TYP)
OWNER/REVELOPER:
BOIILFVMO DEVEIDPMENT GflOUP, LIC
NOTE: CONMACTIM SHALL PROVIDE THE CITY OF
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ASHEVILLE, NC 28902
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(8211)2423437
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ASHEVILLE, NORM CAROLINA 28805
CONTACT:
MINE LOVOY, P.E.
WV. IN 22110Y.JB
1..011
WV. WT 20911.011
Ia2s)545-5393
SURVEYOR:
SANDERS WRVEWNG&MAPPING
WATER MAN, SEWER MAN, ANO SR)WIWATER
510 AVENA ROAD
PI
BUCK MOUNTNN, NC 28711
CONTACT:
SANDERS
RM 2107.59
W. N 2,00.20 3.5r3
IBnwP 2m
N
2+M
NOTES
1. SEE GRADING, ER090N CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES, CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. NO PORTION OF THIS PROJECT UES WITHIN THE 100 -YR FEMA
FLOODPLAIN.
3. SOL TYPE B.
PPE TABLE
(suGPE5 BARB ON W L84M TO INSEE
PIPE NAME I 912E J LENGTH &OPE
EASING ADJACENT PROPERTY LINE (TYP)
APER
NOTE: CONMACTIM SHALL PROVIDE THE CITY OF
STRUCTURE
E
SURVEY INFORMATION NO UNDERGROUND UTILITIES ARE
(INVERTS aAmm ON11m LAD YN TO INSIDE MODS)
SSS ACRES
(NVERis BASED D LENGTH 10 INSIDE WOES)
LOCATED ALONG PROPOSED WATER k SEWER ROUTE
CONTRACTOR TO VERIFY THIS BY CALLING NC ONE -CALL
STRUCTURE STATION SRUCIUM DETASIS DEPTH DESCRIPTION
STRUCTURE STATION SINX11M DE'TNLS DEPTH DESCRIPTION
A,
D+00
RV 2100.49 N A HW
NV. IN 2093.41 /
a
ale
Mi 2101108
WV. N 20911.31
Nv. N 20W.9e BN'3
WV OUT 20911.31
a
MN 2f1M.
A2
2+14
WV. IN 22110Y.JB
1..011
WV. WT 20911.011
LS1 AC
OFFSITE:
NV. WT:mxM t
WATER MAN, SEWER MAN, ANO SR)WIWATER
APPROVAL BY
IRED IMPROVEMENT FOR ZONING
BE COV DERED A REQUIRED
PI
ML 2100.110
G
1+M
RM 2107.59
W. N 2,00.20 3.5r3
CB
N
2+M
INV. W 21 q.e5 1.16'3 CB
INV. OUT -0
_
'
Al
- l--
10
r�
NV. OUT HOMOO
MINIMUNIMU M REQUIRED: Z
AMOUNT PPOVIDFD:Z
BKPG E:
MINIMUM REWIRED: 3
T1.q
RIM 0e
a
14N
IOM 210101. 3253
CB
M
2+77
INV. WT 21..]11 4.253 C11MIN,
ENNUARG3 1UNR4
35'-1}' S'. SF
NV. OUT 2101.63
IMPERVNIUS CAICUTATIOIS:
a19
/ N A MW
.
Rte
■M 210.2401
MW. . WW 2097S]7.53 W.
GONV.
OPEN SPAS C=AA] )ft
IN 2091.39
PROVIDED:9,9979
UNOSCMING REQUIREMENTS:
i09
NV. OUT 2097.53
50113: Tm
a2
aJ1
RON 2104.N
NV. WT 208451 9-0r; WTIET SiRIlC111PE
02
D2
0+10
RN2101114 4.473
N
Ce
DIN 2101m
Et
0+27
INS"
ISM 0.,34
NN OUT T Z01 E00.N
J
B.14 1400 INV W '1094.]11 9.rT3 B.IC
IN, Wt 209435
CI
a00
IN w'N"N'16 10.773 M sPUT1ER
EI
I+R,
WV WN M63T &ora
a
PPE TABLE
(suGPE5 BARB ON W L84M TO INSEE
PIPE NAME I 912E J LENGTH &OPE
4. RETAINING WALLS: EXISTING MINOR CONTOUR (TM)
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL EXISTING MAJOR CONTOUR (7TH)
TO FINISH (RADE ELEVATION. CONTRACTOR TO ACCOUNT FOR
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM PROPOSED MAJOR. CONTOUR (TVP)
PIPE PENETRATIONS PER PLANS.
CONTOUIR (TVP)
WALL DESIGN TO INCLUDE FOOLING DRAIN AND MINIMUM WIDTHPROPOSED MINOR OF - '.
1r O' 057 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP
OF WALL - I
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30'
OR MORE SHALL BE PROTECTED WITH A GUARDRAILTHE t; -31-a28 I MAH
GUARDRAIL SHALL BE 42* MINIMUM IN HEIGHT, AND PREVENT THE R. ENTIAL H2O, Po -
PASSAGE OF A 21" SPHERE UNLESS ADJACENT TO A WALING G: RMB B 154 PO 20
91119-2 TI
SURFACE COORDINATE BARRIER SME AND COLOR WITH - - PROPOSED REED CREEX (TYP) zgllxc
ARCHITECT AND
AND ENGINEER. SEE SITE PLAN FOR APPROXIMATE - -
LOCATION OF FENCING/BARRIERS. AN
E)OST1NG PROJECT PROPERTY LINE (TYP) $ MATTHEW b�YAEL Ax MATMDO 2" Y PC 5 II
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW A I I PB 154. PO 120 I BIS . PO IRO
PROPOSED 30' STREAM IN 96 22-891M
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE ---- M ASE YOUNo ( PIN 96N9 -A 2 -BTO] I usE; ENrIAL
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER. EXISTING INTF11NA1, PROPERTY LI!E I BUFFER (TW) 4614. PG 1 I VSE: OMIT 2 c RMB
B IM" PG 120 ZONING: PYB
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR EYM.0 DEVTLOPMENT GROUP, LLC E-ZT-91174
DBPM54 PG 1002 IE PROPOSED STACKED RE�MODRnAL
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR 8 79 Po 5. tA} BOULDER HEADWALL 2 WA$ -
OONSiRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING PIN -ANT
2µa78-I I
RETAINING WALLS IN ACCORDANCE WITH ALL WNL
MANUFACTURERS STANDARDS AND SPEOFlCATIONS. 3ag1IING RMB
ALL RETAINING WALLS 4' OR TREATER TO BE REVIEW A TO GUY
OF AN BUILDING SAFETY DIVISION FOR REVIEW W AND
EASING ADJACENT PROPERTY LINE (TYP)
-,
APER
NOTE: CONMACTIM SHALL PROVIDE THE CITY OF
APPROVAL THE WALL ENGINEER UPON
APPROVAL AND CERTIFIED
SUBJECT TO
E
SURVEY INFORMATION NO UNDERGROUND UTILITIES ARE
AS"EYH=E THE PERMIT NUMBER OF ANY So"'BORROW
SSS ACRES
■
LOCATED ALONG PROPOSED WATER k SEWER ROUTE
CONTRACTOR TO VERIFY THIS BY CALLING NC ONE -CALL
OR WASTE SITE TO BE USED FOR THIS PROJECT PRIOR
TO IMTIA71K LAND DISTURBING ACTIVITIES
! ! .[O/�
`�
■ ■ `�■
CENTER PRIOR TO CONSTRUCTION.
- CONTRACTOR TO RETURN ALL DISTURBED AREAS TO C1eGNAL
NOTE: ALL PROPOSED GRADE CONTOURS REPRESENT
K
AEVARO oEVELOPMEI GROUP, LLC
CONDITION (ENGINEER AND OWNERS APPROVAL REQUIRED
LAND DISTURBANCE ACTIVITIES REWIRED TO
NONE
DISTURBED ARIA:
BEFORE �NPIETION)
CONSNIUCT ALL SITE INFRAS7RUCNRE INCLUDING,
BUT NOT UMITED TO, ROAD, DRIVEWAY APRONS,
LS1 AC
OFFSITE:
- CONTRACTOR TO K WITH ENGINEER AND CITY OF A94EMLLE
TO DETE IMI EXACT LOCATION AND 517E OF EASTING WATER
WATER MAN, SEWER MAN, ANO SR)WIWATER
APPROVAL BY
IRED IMPROVEMENT FOR ZONING
BE COV DERED A REQUIRED
PI
MAINS PRIOR TO ORDERING MATERIAL& CONTRACTOR TO HAVE
COLLECTION AND MANAGEMENT SYSTEMS
MIN. 40 -RAX 60
SPACES PROVIDED:
ALL OOSTNG UTILITIES LOCATED PRIOR TO ORDERING MATERIALS
NONE: ALL HOLIES AND ASSOCIATED WILL
WALKWAYS AND OTHER IMPERVIOUS AREAS REA$ NUBE
CONSTRUCTED INDIVIDUAL INCREMENTALLY,
UNDER SEPARATE PERMITS, AFTER ALL SITE
INFRASTRUCTURE IS COMPLETED.
1
,
Know wtws below.
C811 beton you die.
9TARNE$
_
'
Al
- l--
10
r�
4. RETAINING WALLS: EXISTING MINOR CONTOUR (TM)
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL EXISTING MAJOR CONTOUR (7TH)
TO FINISH (RADE ELEVATION. CONTRACTOR TO ACCOUNT FOR
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM PROPOSED MAJOR. CONTOUR (TVP)
PIPE PENETRATIONS PER PLANS.
CONTOUIR (TVP)
WALL DESIGN TO INCLUDE FOOLING DRAIN AND MINIMUM WIDTHPROPOSED MINOR OF - '.
1r O' 057 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP
OF WALL - I
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30'
OR MORE SHALL BE PROTECTED WITH A GUARDRAILTHE t; -31-a28 I MAH
GUARDRAIL SHALL BE 42* MINIMUM IN HEIGHT, AND PREVENT THE R. ENTIAL H2O, Po -
PASSAGE OF A 21" SPHERE UNLESS ADJACENT TO A WALING G: RMB B 154 PO 20
91119-2 TI
SURFACE COORDINATE BARRIER SME AND COLOR WITH - - PROPOSED REED CREEX (TYP) zgllxc
ARCHITECT AND
AND ENGINEER. SEE SITE PLAN FOR APPROXIMATE - -
LOCATION OF FENCING/BARRIERS. AN
E)OST1NG PROJECT PROPERTY LINE (TYP) $ MATTHEW b�YAEL Ax MATMDO 2" Y PC 5 II
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW A I I PB 154. PO 120 I BIS . PO IRO
PROPOSED 30' STREAM IN 96 22-891M
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE ---- M ASE YOUNo ( PIN 96N9 -A 2 -BTO] I usE; ENrIAL
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER. EXISTING INTF11NA1, PROPERTY LI!E I BUFFER (TW) 4614. PG 1 I VSE: OMIT 2 c RMB
B IM" PG 120 ZONING: PYB
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR EYM.0 DEVTLOPMENT GROUP, LLC E-ZT-91174
DBPM54 PG 1002 IE PROPOSED STACKED RE�MODRnAL
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR 8 79 Po 5. tA} BOULDER HEADWALL 2 WA$ -
OONSiRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING PIN -ANT
2µa78-I I
RETAINING WALLS IN ACCORDANCE WITH ALL WNL
MANUFACTURERS STANDARDS AND SPEOFlCATIONS. 3ag1IING RMB
ALL RETAINING WALLS 4' OR TREATER TO BE REVIEW A TO GUY
OF AN BUILDING SAFETY DIVISION FOR REVIEW W AND
EASING ADJACENT PROPERTY LINE (TYP)
-,
964932-0616; 9 W & 32-1627
AGO":-
APPROVAL THE WALL ENGINEER UPON
APPROVAL AND CERTIFIED
SUBJECT TO
E
/ IT. --
- /
SSS ACRES
■
LL ADDITIONAL
RETAINING WALLS
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL
LANDSCAPING
SETBACKS:
! ! .[O/�
`�
■ ■ `�■
_
G_.,
�-�, •
NONE
AEVARO oEVELOPMEI GROUP, LLC
NONE
CORNER:
NONE
DISTURBED ARIA:
5. STREAM RESTORATION PORTON OF THE PROJECT IS SUBJECT 7O
USACE NCDENR AND DEVELOPER AND SHALL NOT
DB 4s5& PG woe
0j
S.­2-1-1
LS1 AC
OFFSITE:
0.61 AC
PARIONG aLCUIATIONS:
APPROVAL BY
IRED IMPROVEMENT FOR ZONING
BE COV DERED A REQUIRED
PI
MIN. 2 -MAX 3 SPACES/UNIT
MIN. 40 -RAX 60
SPACES PROVIDED:
58
GARAGES:
�B1U ■NNJe�■■
% 5-9'
CULVERT _ e
/ /_ /
02
\�
I !
_
'
Al
- l--
10
r�
PROPOSED f0' -Y
STRUCTURAL ARCH
(TYPXSEE DETAIL)
PRQPOSED 712' RIP RAP APRON
LENGTH: 30.0 FT
WIDTH: 4.0 FT
WIDTH AT OU71ETI 10 FT
'D50: 0.5 FT (MN.
APRON DEPTH: 1.0 FT (MIN)
(SSE DETAIL).
LAUREN W W­TA11-
DB 51a PO 890
PS 154, Po 120
PIN 8649 -22 -MS$ A,
LASE. REMOENnRI
2aNBRc: RMe
26 EUINS.
DO
D9 2251.
P,
l54.
POSED CURET
I7R0L. S1RIICNRE 732' -
PROPOSED STMWWM STORM DETENTION SYSi
WITH ISOLATION ROW
1& - 3500 9T(NMTECH. CHAMBERS
T2' WASHED 057 STONE ABOVE CHAMBERS
- 12' WASHED /J7 STONE BELOW CHAMBERS
/-� USIEN,Sf. REDDENN..
120
111139
NnN I
Nb
c2 C ;
O DEVELOPMENT OROW, LLC p I ^ / ■ I■ f■ 6■ I■ r' /i �LA.OeI■ I■ ey, r-• �,- - 1a. �- 9R - - - - �L� CI.
OB 4147, PG 1 F? Id $ W L
' .. ._ 18' HOPE. B2 �.
W�
Pe z, vc I � vI 1 D1 (LADS c) •...,�� � c3
PIN 8648-52-2'JOJ I _ L f N D2.O.S -
�- ?-- I - sok- EI
ZWWO: NCD _ ( i� _
FI \ CIn
_
PROPOSED CONNECTION TO
EXISTING CULVERT /
-12'%12' POURED IN PLACE ,/`
CONCRETE STRUCTURE / /( z I BASEMT FEE:
-ABANDON EMOTING CULVERT
/ I ! A3ir
\ /
ss/- SS S --- S S� 55
I- ss
APPRO)WAIE
MV
LEGAON TIOF EIas7NG T
DDA BARTER T1( TOTo
8
I■
�i _1 Fri
a
PROJECT DATA
II
MR..
964932-0616; 9 W & 32-1627
AGO":-
BROADWAY STREET
DEED BOOK/PAGE:
4161/1930,4575/0998
SITEACREAGE:
SSS ACRES
2WXNG:
-NCD
SETBACKS:
FRONT:
_
G_.,
RDFS:
NONE
REAP:
NONE
CORNER:
NONE
DISTURBED ARIA:
2.10 AC
WITHIN PRO ER:
LS1 AC
OFFSITE:
0.61 AC
PARIONG aLCUIATIONS:
VEHICUM REQUIREMENT:
MIN. 2 -MAX 3 SPACES/UNIT
REWIRED SPACES:
MIN. 40 -RAX 60
SPACES PROVIDED:
58
GARAGES:
30
SURFAO:
2B
HANDICAPPEDSPREES:
HESET
MINIMUNIMU M REQUIRED: Z
AMOUNT PPOVIDFD:Z
BKPG E:
MINIMUM REWIRED: 3
AMOUR PROVIDFD:3
WIIDINGDATA:
BUIIDING DESCRIPTION HEIGHT FOOTPRINT
BUILDING I 6 UNITS
35'-4;' 5,005 SF
BUILDING 2 8 UNITS
35'-4 j' ""051
ENNUARG3 1UNR4
35'-1}' S'. SF
TOTAL 20 UNITS
IMPERVNIUS CAICUTATIOIS:
IMPERVIom PERVIOUS
PRE-DEVEDDPMENT0.43
ACRES (29%) L■ACRES(71%)
P= DEVELOPMENT: 0.81
ACRES 11 0.70 ACRES (I
OPEN SPAS C=AA] )ft
REWIRED: 9,816 SF (f}%1
PROVIDED:9,9979
UNOSCMING REQUIREMENTS:
SEECHAIRONC2.S
50113: Tm
.
SOLGPOUP: B
E / i
BASEMENT FEE: F \ \ nOs FEE: - -
PROPOSED SEINER LINE
W/ 20' EASEMENT
(SEE SHEET C7.0)
BYVAY 3iiiE - - ------ ----72- -- - - - - - -- PROPOSED 8' HDPE DOWNSPOUT
COuecnoIN PE HETWaRK (TYP)
(40' ASPHALT PAVMnl>. / PI
55 - SS - SS SS -r- S $ y SS - SS -- SS
PROPOSED DOWNSPOUT 55 t� - SS - --
/ $ CONNECTION (TYPXSEE DETAIL) P
\ - PROPOSED sraRM PPE (7YP)
O�
PROPOSED STORY STRUCTURE `1 ,.) m
41-2 P1
A
�4d 'N'
PRI
moi, •'•FMOfNEE�,t.`t�"r`
f T;II
F_
W z
2g
W
0u
J z_
WQ
1.1..1 co
0 G
O
�W N
V
`JO �
V
0
W
W W
PROPOSED
II
CONNECTED PROPOSED SSTTOaL
DRAINAGE 9YSTUA (TYP)
m
EEsnINc cow
GRADING & STORM DRAINAGE
PRI
%1
177
DRAWN BY: 1 0
FIRE N19RANT
7
PLANTL
DAM 10-24-1
GRAPHIC SCALE
COA PROJECT N04 XX-100pq
MSD PROJECT NO.: 2018205
C4.0
(M7
1 fnch - a 9 30 tt
0
HESET

DEVELOPMENT DATA
OW%ENOEVEIOPER: BOULEVARD DEVELOPMENT GROIN, ILC
PO BOK 2239
ASHEYILLE, NC 28302
BROADWAY BULLS, LLL
M BOX 3966
HICKORY, W 28603
CONTACT: KEVIN ERR
13231242-5137
qVI ENGHIEER: ADVANTAGE CIVIL ENGINEERING, PA
34 BIG BEAR TRAIL
ASHEVIUF, NORTH CAROUNA 21111IS
CDNTKT: MIKE LOVOV, P.E.
SURVEYOR: SMDERSWRVEYI &RAMPING
510 AVENA ROAD
BLACK MOUNTAIN, W 28712
CONTACT: SANDERS
(8281669.2777
NOTES
1. SEE GRADING. EROSION CONTROL AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES CONTRACTOR RESPONSBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. NO PORION OF THIS PR0 ECT LIES WITHIN THE IDD -YR FEMA
FLOODPLAIN.
3. SOIL TYPE B.
4. RETAINING WALLS
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL
TO FINISH GRADE ELEVATION. CONTRACTOR TO ACCOUNT FOR
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM
PIPE PENETRATIONS PER PLANS.
WALL DESIGN TO INCLUDE FOOTING GRAIN AND MINIMUM WIDTH OF
Ir OF #7 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP
OF WALL
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30' I
OR MORE SHALL BE PROTECTED WITH A GUARDRAIL THE
GUARDRAIL SHALL BE 42' MINIMUM IN HEIGHT, AND PREVENT THE
PASSAGE OF A 21' SPHERE UNLESS ADJACENT TO A WAUEING
SURFACE COORDINATE BARRIER STYLE AND COLOR WITH
ARCHITECT AND ENGINEER. SFE SITE PLAN FOR APPROXIMATE — —
LOCATION OF FENCING/BARRIERS.
EMIS11N0 PR
CONTRACTOR TO SUBMIT RI OWNER AND ENGINEER FOR RENEW
PRIOR T ORDERING MATERIALS. CONTRACTOR TO(NEER. COORDINATE
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER.
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR
CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING
RETAINING WALLS IN ACCORDANCE WITH ALL WALL
MANUFACTURERS STANDARDS AND SPECIFICATIONS.
EXISTNO ADJACENT
ALL RETAINING WALLS 4' OR GREATER TO BE SUBMITTED TO CITY
OF ASHEVILLE BUILDING SAFETY DIVISION FOR REVIEW AND
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON
COMPLETION. RETAINING WALLS SUBJECT TO ADDITIONAL
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL
S. STREAM RESTORATION PORTION OF THE PROJECT IS SUBJECT TO
APPROVAL BY USACE, NCDENR AND DEVELOPER AND SHALL NOT
BE CONSIDERED A REWIRED IMPROVEMENT FOR ZONING
APPROVAL — — —
r
—
/ ^I
_ M+
— — ss - ss — ssl ( ss SR
� � � ss i
ss
r
o
APER
NOTE CONTRACTOR SHALL PROVIDE THE CITY OF
PIN:
SURVEY INFORMATION NO UNDERGROUND U71UTIES ARE
ASHEVILIE THE PERMIT NUMBER OF ANY SOIL BORROW
NOW AVSTREET
LOCATED ALONG PROPOSED WATER 8 SEWER ROUTE.
CONTRACTOR TO VERIFY THIS BY CALLING NO ONE -CALL
OR WASTE SITE TO BE USED FOR THIS PROJECT PRIOR
TO INITIATING LAND DISTURBING ACTIATIES
�QR
CENTER PRIOR TO CONSTRUCTION.k�
- CONTRACTOR TO RETURN ALL DISTURBED AREAS TO ORIGINAL
NOTE ALL PROPOSED GRADE CONTOURS REPRESENT
4®
CONDITION (ENGINEER AND OWNERS APPROVAL REWIRED
LAND DISTURBANCE ACTIVITIES REWIRED TO
SIDES:
BEFORE CWPLETIOJ)
CONSTRUCT ALL SITE INFRASTRUCTURE INCLUDING.
NONE
- CONTRACTOR TO WORT( WITH ENGINEER AND CITY OF ASHEVILLE
TO DETERMINE EXACT LOCATION AND SIZE OF EXISTING WATER
BUT NOT UNITED TO, ROAD, DRIVEWAY APRONS
WATER MAIN. SEMER MAIN, AND STORMWATER
DISTURBED AREA:
MAINS PRIOR TO ORDERING MATERIALS. CONTRACTOR TO HAVE
CGLLECTO4 MID MANAGEMENT SYSTEMS
1.51 AC
ALL EXISTING UTILITIES LOCATED PRIOR TO ORDERING MATERIALS
NOTE ALL HOSES AND ASSOCIATED DRIVEWAYS.
CWALKWAYSONSTRUCTED AND OTHER DUAL LOTS AREAS WILL BE
ON INDIVIDUAL LOTS INCREMENTALLY,
UNDER
UNDER SEPARATE PERNOTS,AFTER ALL SITE
IS COMPLETED.
INFRASTRUCTUCOMPLETED,
i
Know wws below.
Call before you dna
VEHIULARREWIREMENT:
MIN. 2- MAX. 3 SPACFS/UNIT
PROJECT DATA
PIN:
9649324816;9649.32-1627
.ADDRESS:
NOW AVSTREET
DEED BOOK/RAGE:
4162/1930;4675/0398
IZE
SACREAGE:
151 ACRES
ZOMN6:
NCD
SETBACKS:
MORT:
0-15'
SIDES:
NONE
PEAR
NONE
CORNER:
NONE
DISTURBED AREA:
2.10 AC
WITHIN PROTECT:
1.51 AC
OFF-SITE:
0.61 AC
PARKING CALCULATIONS:
VEHIULARREWIREMENT:
MIN. 2- MAX. 3 SPACFS/UNIT
REQUIMI) PACES:
MIN. 40-MAX.60
SPACESPROVIOEM
58
GARAGES:
30
SURFACE:
28'
HANDICAPPED SPACES:
MINIMUM REQUIRED: 2
AMOUNTPROVIDE0:2
NCYCIE:
MINIMUM REQUIRED: 3
AMOUNT PROVIDED: 3
BUILDING DATA:
BUILDING DESCNRION HEIGHT MMRINT
BUILDINGS 6UNI1$
3S' -4j' 5,005 SF
WILDING2 BUNDS
35'-4j' 8,6705E
WILOING3 6UNITS
35'-13' S'msF
TOTAL 20 UNITS
HmPERvxlus wcuunoxx
IMPERVIOUS PERMOUS
PRE�DEVELOPMENT: GA Acus (m) 11i ACRES (-n%)
POSE -DEVELOPMENT: 081 MACS IS") 0.70 FILES N6%)
OPEN SPACE CALCULATRX
-
MQUIRED:9,BS65E(15%)
PROVIDED: 9,9975
IANDS ING REQUIREMENT:
SEE [HMT O/N [2.1
50- T.E;UK -
SOILGROUP: B
0.
°o4k4z><�Oti
TIS:
uRI
U
L m
1 �
Z
W
=N
CL
Og
J z
W _
WO
W LW
IY
O�
2~
LJ'1 F
W
O "
L
��.�L// Z
<'�'
5
mD e
STREAM RESTORATION PLAN
DRAM BY: 1�
DAM 10.2418
GRAPHIC SCALE
CAAIRQIECTNO4 )DWOODOCK
b .WI
MSD MCBECT NO.: 20/8205
C4.3
(NncRff )
1 inch- 90 tL
ET

1
..... . .
.............
............
.............
..........
mur
BINE LANE
EXISTING PAVEMENT
[:ENERL NOTES
1. FRAME, GRATE AND HOOD ASSEMBLY WILL BE DOMESTIC STEEL PRODUCT
2. WHEN WARRANTED GRATES WILL BE TYPE E OR BICYCLE SAFE TYPE F AND
TYPE G PER NC DOT STD. DETAIL 840.03 PAGE 2 OF 2.
3. CURB AND GUTTER WILL BE CONSTRUCTED WITH 4000 PSI CONCRETE
4. ANY SUBSTITUTION OF GRATE TYPES OR VARIANCE OF CONSTRUCTION
PRACTICES MUST BE APPROVED BY THE STORMWATER SERVICES MANAGER
OR APPOINTED DESIGNEE.
City.fAP6.vi1W, NC
xd...
t. l er mrm ate• o..e t or.a
d1w�JN.XawTMG.M
4u1N9W aprroa
W4•rem ieWrmr.avnNwn
Tm MIO.14JnWb.eN('.wN
A Standard Bevels
e9!
aw- - 2
91uP.O
L s `• a a
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COWMCK STRUCTURAL PLATE BEVELS
w.®,a w�m�a MH: & CUT OFF WALL
4 l -,BIKE LANE
EXISTING PAVEMENT
STACKED BOULDER ]
NOT TO SCALE
PIPE OUTLET TO
WELL-DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
A A
A A
- 1 T N ' PLANt. 12' I-
... .... .TT�Fpp .. d
•BL%mT . BLMTF
�FTIL
GENERAL NOTES: SECTION AA SECTION AA
1is IS THE LENGTH OF THE RIP RAP APRON
- - 2 d 1:5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 12'
3 IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO
AN ELEVATION OF ""ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP
OF THE SANK. WHICHEVER IS LESS
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RP RAP AND SOIL FOUNDATION.
5. 'COMPACTANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED
MATERIAL
e. RIP RAP MAY BE FlELDSTCIE IXR ROUGH WARRY STONE AND SHALL BE HARD.
ANGULAR AND WELL -GRADED.
7. CONSTRUCT APRON AT ZERO GRADE: TOP OF RIP RAP SHALL BE LEVEL WITH
TIE RECEIVING CHANNEL OR SLIGHTLY LOWER.
8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM, ASSURE APRON IS
STRAIGHT THROUGHOUT ITS LENGTH.
9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL
RIP RAP APRON FOR FLARED END SECTION
NOT TO SCALE
RECOMMENDED I�I
MINIMUM TRENCH WIDTH i I I 6' MIN. COVER FOR C-48" III*
PIPE DwWEIEP
IN. (MM)
TRENCH WIDTH
IN. (M)
- 8 100-200
'
yAIY.W
24 0.6)
O
09�
IrgE\J
35 (0.9). .
18 (480
43 (1.1)
24 (800)
56 (1.4)
30 (750)
60 (1.5)
36 (904
65 (1.7)
42 (1050
84 (2.1)
48 (1200)
91 (2.3)
PRECAST CONCRET
97 (2.5)
CATCH BASIN--Im
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BINE LANE
EXISTING PAVEMENT
[:ENERL NOTES
1. FRAME, GRATE AND HOOD ASSEMBLY WILL BE DOMESTIC STEEL PRODUCT
2. WHEN WARRANTED GRATES WILL BE TYPE E OR BICYCLE SAFE TYPE F AND
TYPE G PER NC DOT STD. DETAIL 840.03 PAGE 2 OF 2.
3. CURB AND GUTTER WILL BE CONSTRUCTED WITH 4000 PSI CONCRETE
4. ANY SUBSTITUTION OF GRATE TYPES OR VARIANCE OF CONSTRUCTION
PRACTICES MUST BE APPROVED BY THE STORMWATER SERVICES MANAGER
OR APPOINTED DESIGNEE.
City.fAP6.vi1W, NC
xd...
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Slope Collar Cross Section 2
iO
MM .
MAW NvsmHbun Jm..bxiem�m.Etl tr.nrainl bWM iW +Meta
CwYM 14.1Avb cvrr.x.Y NPMn.b9w Mq.oM aoMr iWYN
COWMCK STRUCTURAL PLATE BEVELS
w.®,a w�m�a MH: & CUT OFF WALL
4 l -,BIKE LANE
EXISTING PAVEMENT
STACKED BOULDER ]
NOT TO SCALE
PIPE OUTLET TO
WELL-DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
A A
A A
- 1 T N ' PLANt. 12' I-
... .... .TT�Fpp .. d
•BL%mT . BLMTF
�FTIL
GENERAL NOTES: SECTION AA SECTION AA
1is IS THE LENGTH OF THE RIP RAP APRON
- - 2 d 1:5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 12'
3 IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO
AN ELEVATION OF ""ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP
OF THE SANK. WHICHEVER IS LESS
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RP RAP AND SOIL FOUNDATION.
5. 'COMPACTANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED
MATERIAL
e. RIP RAP MAY BE FlELDSTCIE IXR ROUGH WARRY STONE AND SHALL BE HARD.
ANGULAR AND WELL -GRADED.
7. CONSTRUCT APRON AT ZERO GRADE: TOP OF RIP RAP SHALL BE LEVEL WITH
TIE RECEIVING CHANNEL OR SLIGHTLY LOWER.
8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM, ASSURE APRON IS
STRAIGHT THROUGHOUT ITS LENGTH.
9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL
RIP RAP APRON FOR FLARED END SECTION
NOT TO SCALE
RECOMMENDED I�I
MINIMUM TRENCH WIDTH i I I 6' MIN. COVER FOR C-48" III*
PIPE DwWEIEP
IN. (MM)
TRENCH WIDTH
IN. (M)
- 8 100-200
'
10 (250)
24 0.6)
12 (300)
28 (0.7
15 (375
35 (0.9). .
18 (480
43 (1.1)
24 (800)
56 (1.4)
30 (750)
60 (1.5)
36 (904
65 (1.7)
42 (1050
84 (2.1)
48 (1200)
91 (2.3)
54 (1350)
97 (2.5)
80 (1500
iD3 (2.6)
24 MIN. COVER FOR GREATER
THAN 48* DIA:••
DPE PIPE
III I -I 8' MAN TN 2" ABOVE TOP TRENCH W
TO MIN. OF
TPIPE
- HAUNCHING/INIML BACKFILL:
INSTALLEDPER 1. I MATERIAL
PER ASTM 2321
MINIMUM BEDDING THICKNESS e-6'
ALL HOPE PIPE TO BE NSTALLED PER MANUFACTURES-
- - STANDARDS AND SPECFlCATONS. INCLUDING BUT NOT
LIMnED'TO BACKFILL AROUND PIPE
-REFERENCE ASTM D2321, -STANDARD -PRACRCE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR
SEWERS AND OTHER.. GRAVITY -FLOW APPLICATIONS.'
-
HDPE TRENCH INSTALLATION DETAIL
NYLOPLASi
INLINE GRAIN -
CAST IN PLACE CCJCRETE
ENCASEMENT FOR IWAFFlC
APPLICATIONS (SEE NY_ LAST
\
INSTALLATION. DETMLS):
Z
W Ln
Q
a- w
00
W
LU
W
C
,W^ Ln
V I Oa
Z
p
?> u
- NYLOPLAST - �. LASS 1 OR II MATERIAL PER
��
RISER ASTM D2321. LATEST EDITION.
EXTENTION COMPACTED IN B' LIFTS TO A
MIN. 95% OF MAX. SPD.
FLOWABLE FILL
FlOWABLE FILL
. w
8' MN. 6
LE SUITABLE
FOUNDATION ..FOUNDATIONFOUNDATION
DOWNSPOUT CONNECTION
NOT TO SCALE
PeEMEC'T NO.: T75
GRADING & STORMWATER DAMN h". m
DETAILS DAA 10."1'
' COA PROJECT NO.: XX -X10000(
M50 PROUECr NO.: 2oi 9205
Know whbelow.
Call before you a19.
D4.0
SHEET