HomeMy WebLinkAbout20200294 Ver 1_PCN Form Submission_20200224DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20200294
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - (919) 791-4200
Information for Initial Review
1a. Name of project:
Carpenter Square Townhomes
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
dshirley@sandec.com
Date Submitted
2/24/2020
Nearest Body of Water
Crabtree Creek
Basin
Neuse
Water Classification
QNSW
Site Coordinates
Latitude: Longitude:
35.813526-78.871050
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
(919)846-5900
V
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular r 401 Water Quality Certification - Express
r Non-404 Jurisdictional General Permit W Riparian Buffer Authorization
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification: r Yes r No
For the record onlyfor Corps Permit: r Yes r No
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
1g. 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?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Olde Carpenter, LLC.
2b. Deed book and page no.:
Book: 0011006, Page: 00576
2c. Responsible party:
Joel C. Carpenter
2d.Address
Street Address
PO Box 891
Address Line 2
City
Morrisville
Postal / Zip Cate
27560
2e. Telephone Number:
(919)468-0747
2g. Email Address:*
oldecarpenter@bellsouth.net
3. Applicant Information (if different from owner)
3a. Name:
Chris Raughley
State / Province / Region
NC
Country
United States
2f. Fax Number:
3b. Business Name:
Pulte Home Company, LLC
3c.Address
Street Address
1225 Crescent Green Dr.
Address Line 2
Suite 250
City
Cary
Postal / Zip Code
27518
3d. Telephone Number:
(919)816-1100
3f. Email Address:*
Chris.Raughley@PulteGroup.com
4. Agent/Consultant (if applicable)
4a. Name:
Deborah Shirley
4b. Business Name:
Soil & Environmental Consultants, PA
4c.Address
Street Address
8412 Falls of Neuse Rd
Address tine 2
Suite 104
aty
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
(919)846-5900
4f. Email Address:*
dshirley@sandec.com
Agent Authorization Letter*
aaf.pdf
State / Province / Ragan
NC
Country
United States
3e. Fax Number:
State / Province / Region
NC
Country
United States
4e. Fax Number:
149.54KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Cary
2. Project Identification
2a. Property Identification Number:
2b. Property size:
0735900661
Approximately 25.37
2c. Project Address
Street Address
2832 Carpenter Upchurch Rd
Address tine 2
C7ty
State / Province / legion
Cary
NC
Postal / Zip Cc&
Country
27519
United States
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Crabtree Creek
3b. Water Resources Classification of nearest receiving water:*
QNSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010801
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
Existing conditions on the site consist of primarily agricultural land, With wooded areas and structures on the property. An intermittent stream which transitions into perennial crosses the
property, with adjacent wetlands and a drained pond. Residential properties and Carpenter Elementary school are in the vicinity of this project. Morrisville Parkway bounds the property
to the North and Carpenter Upchurch Road bounds the property to the West.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r' Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf 1.09MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 512.94KB
4f. List the total estimated acreage of all existing wetlands on the property:
29,135
4g. List the total estimated linear feet of all existing streams on the property:
1,193
4h. Explain the purpose of the proposed project:*
The purpose of this project is to construct residential development with associated infrastructure.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction of a Multi -family Residential Development, including but not limited to roads, utilities, greenway, storm water devices, and residential
structures. Specifically, there are two (2) road crossings that impact wetlands and/or streams and riparian buffers, two (2) stormwater ouffalls within the riparian buffer, and one (1)
buffer impact for a multi -use path. Equipment to be used will include excavators, bull dozers and other typical equipment used for land clearing, construction and excavating.
4j. Please upload project drawings for the proposed project.
005 C2.0 Site Plan Overall.pdf 1.13MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
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
Corps AID Number:
AID No. not issued to date, PJD package sent via email on May 15, 2019
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
USACE site visit and field verification was completed by James Lastinger on September 26, 2018. The NCDWR Buffer determination was conducted by Rick Trone May 2, 2019.
5d1. Jurisdictional determination upload
Hilda Carpenter Property DWR letter.pdf 3.62MB
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?
it is my understanding that there are no intended future phases beyond the property boundaries shown. Therefore, no additional NWP, Regional General Permits, or IP are anticipated.
D. Proposed Impacts Inventory
1. Impacts Summary
Ia. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries W Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2af Reason (?) 2b. Impact type * (') 2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition * M area
Impact area 1
Road Crossing &
Grading
P
Headwater Forest
W1
Yes
Both
0.063
(acres)
Impact area 2
Road Crossing
P
Headwater Forest
W3/W4
Yes
Both
0.034
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.097
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.097Impact
F
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*name
*
3e. Stream Type*
Type of
3g.S.width*
3h.I(?)urisdiction*
�[3f.
length*
S1
Permanent
Culvert
S-C
Intermittent
Both
1Average(feet)
12nearfcet)
Crossi 9ea2-Road
82
Impact Area 2-Rip Rap
Permanent
Other
S-C
Intermittent
Both
2
20
DiSSipator(Permanent-no
Average (feet)
(lir�rfeet)
Permanent Loss)
S3
Impact Area 2-Temporary
Temporary
Other
S-C
Intermittent
Both
Construction Access
Average (feet)
(linearfeet)
31. Total jurisdictional ditch impact in square feet
0
31. Total permanent stream impacts: 3i. Total temporary stream impacts:
149 2
3i. Total stream and ditch impacts:
151
3j. Comments:
Total permanent loss stream = 129 LF; Total permanent -no permanent loss stream = 20 LF; Total temporary stream = 2 LF; Temporary stream
impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Qeckall that apply.
r7 Neuse rTar-Pamlico
r Catawba r Randleman
r Goose Creek r Jordan Lake
r Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Impact 1-Fill slopes/Road Crossing
P
S-A
No
558
1,747
Impact 2- Road Crossing
P
S-C
No
7,165
4,530
Impact 3- Stormwater Ouffall
P
S-C
No
0
307
Impact 4- Grading/Multi-use Path
P
S-C
No
868
832
Impact 5- Stormwater Outfall
P
S-C
No
294
454
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 8,885.00 7,870.00
Zone 1 Zone 2
Total combined buffer impacts: 8,885.00 7,870.00
6i. Comments:
Supporting Documentation
Wetland and Stream impact maps.pdf 5.5MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify natural resources so that impacts
could be avoided & minimized to the mapmum eMent practicable. Proposed impacts include two (2) road crossings, two (2) Stormwater Control
Measures (SCM) discharge outlets and one (1) multi -use path. Impact area 1 is a proposed road crossing necessary for access to the property from
the north, Morrisville Parkway. Proposed impacts include permanent wetland and riparian buffer impacts. This access/entrance location was
determined so that the site access aligns with the existing school entrance to the north and the existing median break on Morrisville Parkway. Shifting
the road crossing to the west to avoid/minimize impacts would result in traffic safety operation concerns with opposing left turn movements. Fill slopes
have been proposed at a 2.5:1 to minimize wetland and riparian buffer impacts. Impact area 2 is proposed permanent wetland, stream and riparian
buffer impacts for a road crossing. The proposed culvert was extended to the upstream toe of the former pond dam that was previously breached by
others to minimize erosive conditions and avoid safety concerns with the ebsting sheer slopes of the dam breach. The downstream slope has been
designed at a 2.5:1 to minimize stream and riparian buffer impacts. This road crossing location was identified to utilize the degraded dam breach area
and the "daylighted" stream. Impact areas 3 and 5 are proposed permanent riparian buffer impacts for Stormwater Outfalls (SCMs). Impact area 3 will
drain from SCM wet pond 2 while Impact area 5 will drain from SCM wet pond 3. These impacts are necessary to minimize/avoid erosion from the
SCM's. The ouffall locations have been designed belowwetlands 5 & 6 to avoid erosion and scour to the wetlands. Impact area 4 is proposed
permanent riparian buffer impact necessary for grading activity needed to construct a multi -use path. There is an ebsting 6' sidewalk along the road
that is being widened to serve as a 10' multi -use path. There will be no new imperviousness added to Zones 1 & 2 of the riparian buffer. All temporary
stream impacts will be brought back to pre construction stream bed elevations and the stream banks will be stabilized.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Erosion control measures such as Tree Protection Fences, Silt Fencing, Sediment Basins and Diversion Ditches Will be utilized. The stream crossing
will be constructed under dry conditions with sand bags or coffer dams.
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:
Permanent loss stream impacts are less than 150 Linear Feet, permanent loss Wetland impacts are less than 0.10 acre. Impacts have been avoided to the maximum extent practicable.
Therefore compensatory mitigation in the form of mitigation payment has not been proposed.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) u
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
F Vegetated Conveyance (lower SHWT)
F Wetland Swale (higher SMNT)
W Other SCM that removes minimum 30 % nitrogen
F Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
5 - Post-DA MAP.pdf
3.69MB
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 15ANCAC 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?
r Yes r No
2d. Which of the following stormwater management program(s) apply:
W Local Government r State
Local Government Stormwater Programs
W Phase II W NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Town of Cary
Comments:
See attached post Drainage Area e)dhibit
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federallstate) land? *
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Carpenter Square Townhome project is a residential development. Additionally, the project is located within the Town
of Cary ETJ, therefore the following regulations will be used to protect downstream waters: 1) the Neuse River Basin Riparian Buffer Protection
regulations require limited development within the riparian buffer area in addition to "diffuse flow" requirements at a minimum and could require Best
Management Practices that control Nitrogen if diffuse flow cannot be achieved; and finally (2) the Phase II NPDES Stormwater Permit Program, this
program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction stormwater
management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Wastewater will be treated at North Cary WWTP, with a capacity of 12 million gallons per day.
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
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
r Unknown
5f. Will you cut any trees 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
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The NC -Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of federally protected species listed within 1 mile
of the project boundaries. It was determined based on the search that there are no elemental occurrences that are listed as federally
Threatened/Endangered within 1 mile of the project boundaries. North Carolina Natural Heritage Program Online Data Search. 2020. NC Department
of Natural and Cultural Resources, Division of Land and Water Stewardship, Raleigh, NC. Available at https://www.ncnhp.org/ (Accessed on
1/13/2020).
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?*
The NOAA Fisheries Essential Fish Habitat Mapper was used. This project is located within the Piedmont region of NC, not within proximity of any
identified EFH areas.
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?*
The NC State Historic Preservation Office HPOWEB GIS Service Interactive Map was referenced on 1/13/2020; no historic listings, study listings or
study list entries, or determined eligible listings were identified within the property boundaries.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes f• No
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer. Accessed on 1/13/2020.
Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
Signature
17 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:
Deborah E. Shirley
Signature
,F y
Date
2/24/2020
Environmental Consultants,
RA 1: Fd+ n( %au IRd, s sp 1 N, RAcW \ (, 27f.1 i - Mn K- .") p M& 4) [,
PROPERTY OWNER CERTIFICATION 1 AGENT AUTHORIZATION
Pmjact N me T)mcr[ptton:
The Deparw=[ of the Arm}
U.S. Army Corps of i1 nginccrsy
69 Darlington Avenue
Wilmington. NC 2M3
ALLn:
Wilmington Uismet
Field Office:
_ _ S&-LC Prot #
I, the undermgned, a duty authorized owner of rocord of the property/properties identified
herein, do authorize representatives of the Wilmington DlstriCt; U.S. Army Corps of Engineers
(Carps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal lurisdicuon under Section
4D4 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 18%. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all assowted standard and special condiEiorts_This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting pnnr to visiting the site.
PARCEL INFQRMATIUN:
Paretic] Indcx Numbcr(s) (PIN):
Site Address:
City. cminty, State:
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NG' -enter for Geographic Infbrmationk& Analysis,
Project Number: 7663.Wl 0 Map Title: 0 1,000 2,000 N
Project Manager: Figure 1 - USGS I I I I I I I I I
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Scale: Cary, NC 27519 A
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Source: USGS Cary & Green soil & Environmental Consultants, PA
Date: 8412 F.IN M... Road, S.i. 104, Mdigh, NC
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SB 1933 Morrisville Carpenter Road, Feet
Scale: Cary, NC 27519
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Source: Wake County Soil Soil & Environmental Consultants, PA
Date: 8412 Falls of N—u Road, Suite 104, Raleigh, NC 27615 • Ph.— (919) 846-5900 • Fax. (919) 846-9467
09/07/2018 Survey Sheets 45 & 46 -d--
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KINWA INTERNATIONAL
INVESTMENT LLC
PIN- 0745 015170
DB 16922 PG 2476
BM 2004 PG 12
ZONING- PDD-MAJOR
USE -VACANT
355 SF OF BUFFER
REMOVED
10' CONCRETE STREET SIDE TRAIL
(EXISTING SIDEWALK TO REMAIN
OPERATIONAL UNTIL CONTRACTOR BEGINS
�I CONSTRUCTION OF STREET SIDE TRAIL)
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OLDE CARPENTER LLC
PIN: 0745 00 3600
DB 11006 PG 576
BM 2010 PG 440
ZONING: RMF-C
USE: AGRICULTURE
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JJ- � R25' I 1 \ �` \ I '� `� EXISTING 40' TOWN
I _ - ____ \_ - .• OF CARY DRAINAGE
RIGHT TURN SIGHT / 100 YEAR ` ` ` EASEMENT
�\ LEFT TURN SIGHT -17' (B-B) - ="I
150' HIGH LEFT TURN SIGHT 20' TYPE'A' BUFFER FLOOD LINE
I I DISTANCE = 239' RIGHT TURN SIGHT DISTANCE = 276' - PROPOSED SCM ACCESS AND �` a
CELL TOWER DISTANCE = 276' �'o; 2" STANDARD - \
RIGHT TURN SIGHT I i
DISTANCE = 239' 1 �`' I CHAMPION TREE CURB AND _ _ MAINTENANCE EASEMENT
DISTANCE = 511' � I ti3 RIGHT TURN SIGH , � ' '`•••` �
CHANDLER, RANDOLF LEE 150 SETBACK I TO REMAIN DISTANCE = 239' GUTTER RIGHT TURN SIGHT 20' TYPE B' BUFFER
PIN- 0735 80 3246 FROM TOWER TO -� LEFT TURN SIGHT DISTANCE = 254' am--
DB
I _ I 15' BUILDING SETBACK
I � 2274 PG 188 RESIDENTIAL LOT DISTANCE AND EASEMENT .• �.r'i.-•� ''•�• _ _ _ �/
R-20 TO BE DEDICATED = 307' 10'VEHICULAR HERITAGE PINES
ZONING: i•�' �'
EDWARDS, JAMES M USE BUFFER HERITAGE PINES
USE: SINGLE FAMILY I I COMMUNITYASSOCINC COMMUNITY I w
I \ / EDWARDS, RICKY GERALD 40' CHAMPION - - BOYLSTON, BARBARA � PASCOE, BARBARA JEAN OAKES, CHERYL HAHL, ERNEST J GERVAIS, MARILYN A
PIN: 0735 80 3053 - 0735 90 6197
PIN: 0735 80 6215 TREE CRZ PINPIN: 0735 90 9210 PIN: 0745 00 0200 FRENCH, BARBARA HAHL, MARY F SCHWARTZ, THOMAS
DB 9990 PG 2482 DB 9284 PG 1896 I I DB 9989 PG 1059 DB 14414 PG 849 DB 12281 PG 2386 PIN: 0745 00 0178 PIN: 0745 001147 PIN: 0745 00 2117
/ ZONING- TR-CU BM 2001 PG 1286 BM 2003 PG 80 BM 2003 PG 80 BM 2003 PG 80 DB 16858 PG 90 DB 10852 PG 1039 DB 13727 PG 1196
I \ USE -VACANT ZONING- TR-CU / ZONING- TR-CU O
USE: HOA \ / I I / ZONING: TR-CU ZONING: TR-CU BM 2003 PG 80 BM 2003 PG 80 BM 2007 PG 2909 �
USE: HOA USE- SINGLE FAMILY USE- SINGLE FAMILY ZONING- TR-CU ZONING- TR-CU ZONING- TR-CU
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AASHTO INTERSECTION SIGHT DISTANCE SUMMARY
Major Street Name (Through)
Minor Street Name (Stop)
Design Speed of Major
Street (mph)
Approach grade of
minor street (%)
Additional Lanes,
from the left
Additional Time for
Multilane Highway
Left Turn Time
Gap (sec.)
Right Turn Time
Gap (sec.)
Left Turn Sight
Distance (ft.)
Right Turn Sight
Distance (ft.)
CARPENTER UPCHURCH ROAD
LEGRANDE ROAD
50
4.50
0.00
0.00
8.90
6.95
654
511
MORRISVILLE PARKWAY
PUBLIC STREET 05
50
1.58
1.00
0.50
8.00
6.50
588
478
LEGRANDE ROAD
MOUNT BLANC DRIVE
25
1.50
0.00
0.00
7.50
6.50
276
239
LEGRANDE ROAD
TOULOUSE COURT
25
1.50
0.00
0.00
7.50
6.50
276
239
LEGRANDE ROAD
PARIS VIEW DRIVE
25
1.71
0.00
0.00
7.50
6.50
276
239
LEGRANDE ROAD
MOULIN ROUGE DRIVE
25
4.22
0.00
0.00
8.34
6.92
307
254
TOULOUSE COURT
PYRENEES VIEW DRIVE
25
1.50
0.00
0.00
7.50
6.50
276
239
MOULIN ROUGE DRIVE
PYRENEES VIEW DRIVE
25
4.90
0.00
0.00
8.48
6.99
312
257
PYRENEES VIEW DRIVE
PARIS VIEW DRIVE
25
1.58
0.00
0.00
7.50
6.50
276
239
GENERAL NOTES:
1. ALL CONSTRUCTION MOST BE PERFORMED IN ACCORDANCE WITH THE CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS-
2- SEE THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE FOR PORCHES, DECKS, GARAGES, ETC-
3- UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART OF THE SUBDIVISION PLAT.
4. BOUNDARY INFORMATION IS BASED ON SURVEY BY WITHERSRAVENEL.
5. DESIGN BASED ON TOPOGRAPHIC SURVEY BY WITHERSRAVENEL..
6. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON
BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE-
7- ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT NCDOT STANDARD DETAIL 848.05.
8. ALL SPECIALTY STREET SIGNS AND POST SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION-
9- COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION.
10. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COST ASSOCIATED WITH STREET LIGHTING ALONG ALL PROPOSED STREETS, ADJACENT
STREETS AND THOROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY STATEMENT NO- 13. THE DEVELOPER SHALL CONTACT DUKE ENERGY PROGRESS
AFTER PLAN APPROVAL AND PRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDIVISION PLAN.
11. ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED. OPEN SPACE SEPARATING TWO PARCELS WILL BE RECORDED APPROXIMATELY HALFWAY
BETWEEN THE PHASES WITH THE ADJACENT PHASE.
12. STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR YARD OF ANY ADJOINING DWELLING SHALL BE SCREENED FROM OFF -SITE VIEWS. EXCEPT WHERE
DEVICE PLANTINGS ALSO SERVE AS BUFFER PLANTING MATERIALS.
13. THIS PROJECT IS REQUIRED TO MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED STORM WATER CONTROL
STRUCTURES AS OUTLINED IN THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE
14. TREES SHALL NOT BE PLANTED IN ANY TOWN OF CARY SANITARY SEWER EASEMENTS.
15. IF THERE WILL BE A TRASH COMPACTOR ON THE SITE A CONNECTION TO SANITARY SEWER & A COVERED DUMPSTER WILL BE REQUIRED.
16. IF ANY EXTERIOR WALLS ARE LOCATED WITHIN THREE FEET OF A PROPERTY LINE, THE FOLLOWING NOTE APPLIES- PER THE NORTH CAROLINA STATE BUILDING
CODE SECTION R302.1 EXTERIOR WALLS- EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE LESS THAN THREE FEET SHALL HAVE NOT LESS THAN A
ONE -HOUR FIRE -RESISTIVE RATING WITH EXPOSURE FROM BOTH SIDES.
17. PER SECTION 72.5 (D) OF THE LDO, TREES IDENTIFIED AS REPLACEMENTS FOR CHAMPION TREES TO BE REMOVED FROM THE SITE SHALL BE MAINTAINED
THROUGH AN ESTABLISHMENT PERIOD OF AT LEAST THREE YEARS. REPLACEMENT TREES THAT DO NOT SURVIVE THE ESTABLISHMENT PERIOD SHALL BE
REPLACED BY THE DEVELOPER.
18. MAIL SERVICE WILL BE PROVIDED BY USPS WITH A MAIL KIOSK OR CBUs TO BE LOCATED PER THE APPROVED SITE PLAN OR AS APPROVED BY USPS..
19. ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE INDIVIDUAL PERMITS FROM THE TOWN OF CARY INSPECTIONS AND PERMITS DEPT. THIS
INCLUDES RETAINING WALLS, WASTE ENCLOSURES, ETC.
19. ALL WALLS WITHIN 8' OF A BUILDING SHALL BE PERMITTED WITH THE BUILDING PLANS.
20. ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE INDIVIDUAL PERMITS FROM THE TOWN OF CARY INSPECTIONS AND PERMITS DEPARTMENT.
THIS WOULD INCLUDE RETAINING WALLS AND DUMPSTER ENCLOSURES.
21. FENCING PROPOSED ALONG THOROUGHFARES OR COLLECTOR STREETS SHALL BE UNIFORM DIMENSIONS, MATERIALS AND COLORS. INDIVIDUAL LOT OWNERS
WILL NOT BE ALLOWED TO INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A THOROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS
FENCE ALONG ALL PROPERTIES ADJACENT TO THE STREET. FENCES PROPOSED WITHIN 30' OF A THOROUGHFARE OR COLLECTOR STREET SHALL BE
CONSTRUCTED WITH ALL EXPOSED FRAMING ORIENTED AWAY FROM THE RIGHT-OF-WAY AND EVERGREEN SHRUBS SHALL BE INSTALLED AT A 5' SPACING ALONG
THE STREET SIDE OF THE FENCE. STREET TREES, IF NOT INSTALLED AS A PART OF THE ORIGINAL APPROVED PLAN, MUST ALSO BE INSTALLED AT NO MORE THAN
40' SPACING BETWEEN TRUNKS. ALL FENCING PROPOSED ALONG A THOROUGHFARE OR COLLECTOR STREET MUST BE APPROVED BY DRC PRIOR TO
INSTALLATION.
22. WHEELCHAIR RAMP LOCATIONS ARE APPROXIMATE ONLY. WHEELCHAIR RAMPS SHOULD BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF
CARY AND NCDOT STANDARDS AFTER THE LOCATIONS OF THE PROPOSED STOP BARS AND/OR PEDESTRIAN CROSSWALKS HAVE BEEN STAKED OUT.
GRAPHIC SCALE
80 0 40 80 160
1 inch = 80 ft.
M,
Job No.
Drawn By
02180863
TW
Date
Designer
05/15/2019
WR
,�11111111////�
♦�♦�`�� \� CA Rp '-'�,
l
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
,, ��i1� I I III 1 ` ``,♦
Revisions
1 PER TOC COMMENTS 11/21/191
Sheet No.
C2.0
ROY COOPER
Governor
NUCHAEL S. REGAN
Secrelan-
LINDA CULPEPPER
Director
Olde Carpenter LLC
Pulte Group
3040 Carpenter Upchurch Road
Cary, NC 27519
NORTH CAROLINA
EnWr ownent'at Quality
May 2, 2019
Subject: Buffer Determination Letter
RRO # I 9- l 00
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico 05A NCAC 2B .0259)
❑ Intermittent(Perennial Determination (where local
buffer ordinances apply)
❑ Jordan (15A NCAC 2B .0267) (governmental
and/or interjurisdictional projects)
Project Name: Hilda Carpenter Property
AddressfLocation: 2832 Carpenter Upchurch Road Cary, NC
Stream(s): Crabtree Creek
Determination Date: 052/2019
Staff. Rick Trone
Feature
E/UP(l►
Not 1zl
Subject
Subject
Start@
Stop@
Soil
Survey
USGS
Ta o
C
I
X
Flag SO
Flag SBOI
X
X
Flag S03
Off property
Pond]
NP
X
Not present/not subject
X
X
(1) E Ephemeral, I intermittent, P Perennial, NP Not Present
(2) Refers to State riparian buffer rules only Stream, wetland, or pond impacts are still subject to applicable water quality standards and permtning requirements.
Explanation: The streams)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Wake County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000 scale.
Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial stream, a
pond connected to a stream feature, or the feature is determined not to be present. Stream features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be subject to the buffer
rules. There may be other streams located on the property that do not show up on the maps referenced above and are
therefore not subject to the buffer rules. However, if the stream features are present on the tract they are subject to
all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 02B,
and may be considered jurisdictional according to the US Army Corps of Engineers.
e-.,, D_EQ�5
North Carolina Department of Environmental Quality I Division of Water Resources p Raleigh Regional Office
3800 Barrett Drive 1628 Mail Service Center i Raleigh, North Carolina 27699-1628
919, 791.4200
Hilda Carpenter Property
Wake County
05/02/2019
Page 2 of
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Rick Trone at (919) 7914257.
Sincer y,
ick Bolich, LG
Water Quality Regional Operations Center
cc: RRO DWR File Copy
Steven Ball, S&EC (via email)
North Carolina Department of Environmental Quality I Division of Water Resources Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center Raleigh, North Carolina 27699-1628
919.791.4200
Hilda Carpenter Property
Wake County, NC-DWR Project # 19-100
Feature C: Subject
MRCS Soil Survey Sheet 45
d�
Wake CO., NC 1970 Locations are approximate
Legend: and are provided for refer-
ence only::
-project boundary ����•
Opw
Hilda Carpenter Property
Wake County, NC-DWR Project # 19-100
Pond 1: Not present/not subject
�G�
'ER lTAG E PINE!
USGS Topographical Map
� s�o
Cary Quadrangle 2016 i.ocatlans are approximate
Legend.• and are provided for refer-
ence only:: nn
-Project boundary r__1 ILJA`Y JI
I)A
I((S(/\1tr
Designer
CARPENTER SQUARE TOWNHOMES
MORRISVILLE WAKE COUNTY NORTH CAROLI
EXISTING CONDITIONS MAP
VICINITY MAP
111=5000'
E.d'n cniPr LIILlSLS�
9�buN WFELS
dibE UpvExT[x idxxxdM[5
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GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.
40 WithersRavenel
I/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919A69.3340 I license #: C-0832 I w—withersravenel.com
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IMPACT
—YI •
AREA 1
y
u
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A n�
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IMPACT
AREA 3
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GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.
11 N..1 Revision Date B I Designer .... IScale .•�r��
CARPENTER SQUARE TOWNHOMES
MORRISVILLE WAKE COUNTY NORTH CAROLI
II
fa rr)
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e oJ ��7 J \��tKyS
1 \��
IMPACT
AREA 2
— /7l �{
I M PACT
tk� AREA 5
OVERALL BUFFER IMPACT MAP
IMPACT
AREA 4
VICINITY MAP
1"=5000'
Huoi.ry WprLS
a.ae <wpvfrx sex rowrvxoNEs u e rvr
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SITE p,}AGrviNfS Yfall to pPESTbN-
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IMPACT SPECIFICATION
OVERALL BUFFER IMPACT SUMMARY
TEMPORARY
PERMANENT
30' ZONE 1
20' ZONE 2
30' ZONE 1
20' ZONE 2
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
IMPACT AREA 1
558
0.013
1,747
0.040
IMPACT AREA 2
7,165
0.164
4,530
0.104
IMPACT AREA 3
-
307
0.007
IMPACT AREA 4
868
0.020
832
0.019
IMPACT AREA 5
294
0.007
454
0.010
8,885
0.204
7,870
0.181
40 WithersRavenel =lee=-
1/ Engineers I Planners I Surveyors B
115 MacKenan Drive I Cary, NC 27511
t: 919A69.3340 I license #: C-0832 I w—withersravenel.com
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NO,
41, i�;7 ZONE BUFFER
i I MR T To MR
_14, 0001101. �ftmw7ft IMPACTLEGEND
PERMANENTIMPACTS
30'ZONE 1
RIPARIAN BUFFER
N
20'ZONE 2
RIPARIAN BUFFER
m F..44-C.-ontmij, 100'ZONE 3
RIPARIAN BUFFER
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ON
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CARPENTER SQUARE TOWNHOMES BUFFER IMPACT AREA 1 MAP Engineers I Planners I Surveyors
115 M,cKe.. Drive I C�ry, NC 27511
MORRISVILLE WAKE COUNTY NORTH CAROLINA t: 919A69.3340 I license #: C-0832 I w—withersravenel.com
41—
L _ _ DE ROA
AREA 2 I r WETLAND AREA 3 —
A2 / — — — — — —:: \ \ / \�\� �V�LII
\VF126 IMPACT ARE / [ \ • �-- J PERMANENT BUFFER IMPACTS — — ..t. / —•\�
_ \ F WETLANDAREA4 — 1
ROAD CROSSING
\ \ WF \ ZONE 1 - 7,165 SF _ —\\ \ /t
ZONE 2 - 4,530 SF
4OF
��—
WETLAND AREA 3 \ \ / \ �• \ \ /
BUFFER ZONE
IMPACT LEGEND
PERMANENT IMPACTS
30ZONE 1
RIPARIAN BUFFER
20ZONE 2
RIPARIAN BUFFER
100'ZONE 3
RIPARIAN BUFFER
LIMITS OF DISTURBANCE
\
�� � \ �\� � \ SCM ACCESS AND
TOP OF BANK \ _ MAINTENANCE EASEMENT WETLAND
CLASS B RIP RAP CH L WITH I I \ . — \ �- �� \ \ _ \ SCM 3 A / \ ' 50' STREETSCAPE
2' BOTTOM WIDTH AND 2:1 E \ \ l ^� \ \ WETLANDAREA5\
SLOPES
--IWFO4 \\ WETLAND AREA `
ST EAM C
IMPACT AREA 5
PERMANENT BUFFER IMPACTS/-
\ IMPACT AREA 3 ; \\� ExlsrlNc �� \ \ — — — — _ T STORMWATER OUTFALL
x PERMANENT BUFFER IMPACTS \ \ srREAM a �\
` \ \ _ — / / ZONE 1 -294 \
J \ STORMWATER OUTFALL \ \ \ \ /
N, \ \ � ZONE 2 - 307 SF �\ � \ \\\ \ \ 50' TOWN OF CARY RIPARIAN BUFFER
IMPACT AREA 4
\_ PERMANENT BUFFER IMPACT /
\ \ \ \ \ \ \\\\ \\\ \ \ \ \ GRADING - MULTI -USE PATH
\ \ \ \ \ \ \ 50' NEUSE RIVER RIPARIAN BUFFER
�UETPOND
ZONE1-868SF /
SCM2 �\ \\\\ \\ \\\ �\L� I\\ ^'� \ \ \\ �ZONE 2-832SF
\ \ \\\ \ \ 30' TOWN OF CARY SANITARY
SEWER EASEMENT
I � ` LIMITS OF DISTUBANCE
FEMA 100 YR
FLOOD LINE r F�
_
SCM ACCESS AND MAINTENANCE _/7
/ -
EASEMENT 20'BUFFER \/
/�� STREAM
///
GRAPHIC SCALE-
50 0 25 50 100 /\ J / / I/ �/ / / \C — ���—_I EXISTING40' TOWN OF CARY
I T r � �� �j'��' J � ` � _` _ _ /� =DRAINAGE EASEMENT
I _ T
1 inch = 50 ft.
N°. Revision °ate I 3v IjIn_j,_ Scale 10- With a rs Ra ve n e l WR AS NOTED IL
ARPENTER SQUARE TOWNHOMES BUFFER IMPACT AREA 2,3, 4, & 5 MAP I/ Engineers I Planners I Surveyors
Checked By ]oh No. 115 MacKenen Drive I Cary, NC 2751mi 1
DF 2160663 11MORRISVILLE WAKE COUNTY NORTH CAROLINA t: 919A69.3340 I license #:C-0632 I www.withersravenel.com
STREAM A
�r7
IMPACT �(7�7s
—Rt
AREA 1
." :WE LANDAR=A •X i IMPACT
STREAM B= I AREA L
WETLAND I`� �, J
- 1
TOP OF BANK
WETLAND AREA 3 - ,IA ` 'f `�� •� �I ' �!/S
l'
\Li
\�
�� WETLAND
WETLAND AREA 6
STREAM C
EXIS �s \
STREAM CL
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Ira
_ Jf
L�\�l ���� ((ram �(vl=�, �1 :ram - ~� ��t� �\ Ste/ /�/�/j'�717
AV V �) b l / e \ ~ 1 i��l��� � � J ✓ � � � � \ — � I I �/i STREAM D
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GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.
11 N..1 Revision Date B I Designer .... IScale
VICINITY MAP
111=5000'
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IMPACT SPECIFICATION
OVERALL WETLAND AND STREAM IMPACT SUMMARY
TEMPORARY
PERMANENT
(NO PERMANENT LOSS)
PERMANENT
(PERMANENT LOSS)
STREAM
IWETLANDS
STREAM
IWETLANDS
STREAM
IWETLANDS
(LF)
(SF)
(SF)
(AC)
(LF)
(SF)
(SF)
(AC)
(LF)
(SF)
(SF)
(AC)
IMPACT AREA 1
ROAD CROSSING &
GRADING
2,734
0,063
IMPACT AREA 2
ROAD CROSSING
129
1,320
-
-
ROAD CROSSING
1,463
0.034
RIP -RAP DISSIPATOR
20
51
TEMPORARY
CONSTRUCTION
ACCESS
2
17
2
1 17
1
20
1 51
129
11,32014,140.
996
MORRISVILLE
CARPENTER SQKUARE TOWNHOMESCAROLINAIII OVERALL WETLAND AND STREAM IMPACT MAP
COUNTY NORTH
40 WithersRavenel shee,�o.
1/ Engineers I Planners I Surveyors E
115 MIcKenan Drive I Cary, NC 27511
t: 919A69.3340 I license #: C-0832 I www.withersmvenel.com
IMPACT LEGEND
31 _ ® PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS
PERMANENT STREAM
TEMPORARY STREAM
\ I I� _
1 / I \ WETLAND AREA C -
/WF 17 _ _ _ J � �
•/ 3156 -WF 4
STREAM B
IMPACT AREA 1
\ \ PERMANENT WETLAND IMPACT I \ W 137TOP OF BANK
ROAD CROSSING AND GRADING
0.063 AC (2734 SF) ) i
�19 / -mom ,,III I �SIL
09.2
J / STREAM A \ \ \ alllc J L \ \ C� WF1 �\
— BOI
50 \EUSE RIVER RIPARIAN BUFFER \ �L
\WF109WF109.1 /- �� - \ \ ✓1 / /
al \ \ \\ \--7
RETAINING WALL 3 WITH SAFETY FENCE
\ AND 6' PRIVATE WALL EASEMENT — 1
50' TOWN OF CA RY RIPARIAN BUFFER
�X\ LIMITS OF DISTURBANCE
GRAPHIC SCALE
30 0 15 30 60
� 1
1 inch = 30 ft.
\°, Revision Datc R Designer Scaie 1/ WithersRavenel
WR AS NOTED sheer eo.
Drawn By EB Date 1/27/20 CARPENTER SQUARE TOWNHOMES WETLAND AND STREAM IMPACT AREA 1 MAP I/ Engineers PDiversry, NC 2751 F
Checked By Job No. 115 MacKenan Drive I Cary, NC 27511
DF 2160663 JIMORRISVILLE WAKE COUNTY NORTH CAROLINA t:919.469.3340Ilicense#:C-0632Iwww.withersraveneLcom
\ �•. WF125
VVF \
\ h1I
40
WETLAND AREA 3
\ OL -
CULVERT R01
NOTE: THE POST CONSTRUCTION RIP RAP ELEVATION WILL NOT EXCEED THE PRE
CONSTRUCTION ELEVATION OF THE STREAM.
GRAPHIC SCALE
/ IMPACT AREA 2
PERMANENT STREAM IMPACT
/ / \ ROAD CROSSING
( \ 129 LF (1,320 SF) \
\ WETLAND AREA 4JA
.
WETLAND AREA 3
pit,
♦�A0000�b"Ie
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\II IMPACT LEGEND
® PERMANENT WETLANDS
® TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT
PERMANENT STREAM
m w�� TEMPORARY STREAM
1
CULVERT UPSTREAM CULVERT DOWNSTREAM
370 370 370 370
3651 1 1 1 1 1 1 1/ 1 1 1365 3651 1 1 1 1 1 1 1 1 1 1365
-A\ \ P
360
TOP OF BANK,
��—
\� IMPACT AREA 2 \ \ \ J
TEMPORARY STREAM IMPACT — 355
TEMPORARY CONSTRUCTION ACCESS \\ \ \ — -IWFO� \ \
STREAM C \\ \
LIMITS OF DISTURBANCE - I \ _ 350
V ♦ \ ,� \ \
/ EXISTING \ C~O
\ \ \ \l \ L STREAM CL I \ CM
\ \ \ 0+00
WETLAND AREA 6
\ A
EXISTING GRADE
EXISTING GRADE
360 360
PROPOSED GRADE
360
355 355
355
121.32'
30" RCP
@ 3.30%
350 350
\
"121.32'
30" RCP
@ 3.30%
350
1E
("D co O CEO N if
00
M M co M M M M
0+50 1+00 0+00 0+50 1+00
\�
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\ \\
\ \ \ \ \\ \\ \.��� \ ass � \ \ � \ �.•. ��
30 0 15 30 60
1 inch =30ft. !kL\
SCALE:
1 = 50 HORIZ.
1 " = 5' VERT.
No. Revisi°n Date I 3v Illn—i—, Scale III
1/ Withers Ravenel
WR AS NOTED shee�eo.
Drawn By EB Date 1/27/20 CARPENTER SQUARE TOWNHOMES WETLAND AND STREAM IMPACT AREA 2 MAP I/ Engineers I Planners I Surveyors G
Checked By ]ob No. 115 M-Kenn Drive I Cary, NC 27511
DF 2180863 MORRISVILLE WAKE COUNTY NORTH CAROLINA t: 919A69.3340 I license #:C-0632 I www.withersmvenel.com
0
a
w
� I
�iL�- — --G� _ — % ti� _ _ _ �_ GRAPHIC SCALE
\ \ 1 inch = 60 ft.
s�
�� \" ��--—_—====/ =-_-- =-- `���$, /`�� 1111L\/�/jj/�,/I///l/ \ \ \ f; � /
'/ ' —\ 1 (/ /� -===_ = --_= I --a -��/ / \\ \'`\ II \/f �/ i// / 11 ///// �i/— \ \\\� \\\\\ ✓- rti %�—�; jl ��`�—_ �� ��^=%�� I IP�II \ \ \ ) (�<\
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A 1 J
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4.12 AC \ y ( + 401.44 )r
CUMUL CN: 85 dl \ — �—� // /
1 --��� \�� / �� I / �/ /� j /�I \ -/ \ \�/
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TOTAL: 2.41 AC
CUMUL CN: 90
I
I ` `—
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5.26AC
CUMUL CN: 90 I I
\
n(00
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/ / / � — ' — \ l � I i i i � i III I I J. • / I I ( \ I I l l` %���\ � � � � �\�\ \� JJlll ////JI/II
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\ \ .' / /� /
\ II I 95J1 ` \ +�`. 1 i / i TC-0.211 HRS
I 1 1 \ \ 95 / \ /
90 \ / 100 - \ J I- II I _ \ 1\ 1
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( II +3 0 I , ., \ it \ 5 \ \ L _ \--� — \ I I \— —\ r, `, , `, I % I f 1 \ CUMUL CN: 83 i` - ..' STn. 10+60.2 ` /�\ \l ^ \ /r /i/��/ //�J/
21.65 �
�s //
-90F - \ I \ _ _ - 36 \ [ \ /\\ / r
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CONDUIT CALC(TRANSLATION)
i 1
\ I \ Sc 2 \ - \ I ( \ �h ` CULVERT TO PDA 2
7.49 AC I\ .� I I \ INV \ \ TC = 0.0s3 HRS—
li \ \`I � CUMUL CN: 89 �• � . I I i. \ � • \
i \ \ i � \ \ \ 'i ' I 95 _ ii 1 i � \ I I r I I I � \ � / � j ` \ J 55 1\ \ � \ ` \\ I -/\\\•• \ / / / \\\�\ \ � / \ J _ i — J � /
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BYPASS POA 2
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I CUMUL CN: 78
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CONDUIT CALC TRANSLATION r S �• \ \ I I I \�-� �\ \ � � ( � l I (.
_ 1 \ ( ) \ . \ I \ \ \\\
SCM 3 TO POA 2 / � .. \ \O \ \
TC 0.261 HRS
1 �� I / d1.lr— dl— dl— — — — // ' i I '' \ �/ i � ' l \\ \ \ \ \ \ \ � I � \ \\ \ \\ \ \ \ \ \ :\• ti-._.- - '--' / J / \ \ '\ \", f \ I I \�\�\\�`\\��
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/—\ �/ \Ol —� \ \�\ �'�= �_`J/= �_—_— �_J__/ j� l ti = -� —/_�J / J/ / / /I l J /// / / //� /,/:.=J
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II I �
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I I
No.
Revision
Date
B
1
DRAINAGE AREAS
10/17/2019
Designer
WR
Scale
Drawn By
Date
11/2019
Checked By
Job No.
02-180863
CARPENTER SQUARE
CARY WAKE NC
PROPOSED DRAINAGE AREAS
�0 WithersRavenel
1 / Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 I license #: C-0832 I www.withersravenel.corn
Sheet No.
3