20200572 Ver 1_PCN Form Submission_20200428

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
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?*
C Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20200572 1
Is a payment required for this project?*
r No payment required
What amout is owed?*
r Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office *
Select Project Reviewer*
Raleigh Regional Office - [phone]
Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Grove Avenue Subdivision
1a. Who is the Primary Contact?*
Dan Miller
1b. Primary Contact Email:*
[e-mail]
Date Submitted
4/28/2020
Nearest Body of Water
Simmons Branch
Basin
Neuse
Water Classification
C, NSW
Site Coordinates
Latitude:
35.780196
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.717177
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)
1c. Primary Contact Phone:*
[phone]
V
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
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 r 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:
ASquared LLC
2b. Deed book and page no.:
2c. Responsible party:
Dan Miller
2d.Address
Street Address
Kilmayne Drive, Suite 110
Address Line 2
City
Cary
Postal / Zip Code
27511
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name
Phil May
4b. Business Name:
Carolina Ecosystem, Inc.
4c.Address
Street Address
3040 INC Hwy 42 West
Address Line 2
City
Clayton
Postal / Zip Code
27520
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
GroveAve_Signed_CEI Access and Agent Authorization Form.pdf
State / Province / F bgion
INC
Country
USA
4e. Fax Number:
49.58KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Raleigh
2 Pro Project Identification
2a. Property Identification Number:
0783387915
2c. Project Address
Street Address
738 Grove Avenue
Address Line 2
City
Raleigh
Postal / Zip Code
27606
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Simmons Branch
3b. Water Resources Classification of nearest receiving water:*
C, NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011101
4. Project Description and History
2b. Property size:
8.4
State / Province / Pagion
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
The site is forested throughout. The vicinity is mostly residential, and commercial development throughout with sparse forest.
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)
Figure 2_USGSMap_041719.pdf 379.65KB
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)

GroveAve_Fig4_NRCS.pdf 1.16MB
4f. List the total estimated acreage of all existing wetlands on the property:
1.73
4g. List the total estimated linear feet of all existing streams on the property:
487
4h. Explain the purpose of the proposed project:*
The purpose of this residential development is to provide single family housing for the expanding population of the Triangle area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project would require impacts associated with a stream crossing by a sewer line to connect the project to an existing sewer that is currently on site. This proposed crossing would
cross perpendicular to stream SA and impact wetland WB, Stream SA, and Stream SA Buffers.
Crossing stream SA at the proposed location would result in no loss of perennial stream and the permanent loss of 0.01 acres (425 square feet) of wetland. The proposed crossing and
associated disturbance would result in the permanent loss of 664 square feet of Zone 1 riparian buffer and 228 square feet of Zone 2 riparian buffer. The crossing would additionally
have temporary impacts of 34 linear feet of stream SA, 0.03 acres (1,108 square feet) of wetland, 1447 square feet of Zone 1 riparian buffer, and 622 square feet of Zone 2 riparian
buffer.
Sediment and erosion control measures would be implemented according to NC requirements, and approved by NCDEMLR prior to implementation. Jurisdictional areas adjacent to
construction areas would be clearly marked with protection fencing or other similar method to avoid inadvertent encroachment. Copies of permits and impact areas would be provided to
the prime contractor and all subcontractors working in or near jurisdictional areas. Land clearing would take place along with installation of erosion control devices. Construction would
be accomplished using typical equipment including excavators, backhoes, and dump trucks. Additional equipment may be used as required.
4j. Please upload project drawings for the proposed project.
738 Grove —Prelim SD Plans_24x36_2019-03-06.pdf 6.73MB
Grove —Impact Exhibit _Rev1_24x36_2020-03-23.pdf 638.78KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No C Unknown
Comments:
USACE concurred with the delineation via site visit on October 19, 2019 but has not issued a PJD.
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:
SAW-2019-00636
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Preston Butler
Agency/Consultant Company: Carolina Ecosystems, Inc.
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries P Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a. Site #"(?) 2a1 Reason(?) 2b. Impact type"(?) 2c. Type of W. 2d. W. name 2e. Forested 2f. Type of 2g. Impact
Jurisdicition*(?) area*
W1 Sewer Corridor P Headwater Forest WB Yes Corps 0.010
(acres)

W2 Sewer Construction T Headwater Forest WB Yes Corps 0.025
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.025 0.010
2g. Total Wetland Impact
0.035
2h. Comments:
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact * 3d. S. name * 3e. Stream Type* I. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1 Sewer Temporary Other SA Perennial Corps 12 34
Aver�ge(feet) (linearfeet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
3i. Total temporary stream impacts:
0
34
3i. Total stream and ditch impacts:
34
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
R Neuse
r Tar -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
Sewer Corridor
P
SA
No
664
228
Sewer Construction
T
SA
No
1,447 1
622
6h. Total buffer impacts:
Zone 1
Zone 2
Total Temporary impacts: 1,447.00
622.00
Zone 1
Zone 2
Total Permanent impacts: 664.00
228.00
Zone 1
Zone 2
Total combined buffer impacts: 2,111.00
850.00
61. Comments:
Buffer impacts are exempt under the Table of Uses, and therefore no buffer authorization is requested.
Supporting Documentation
Grove_Impact Exhibit _Rev1_24Xb6_2020-03-23.pdf
638.78KB
E. Impact Justification and Mitigation
u
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed
impacts in designing the project:

This proposed sewer crossing would cross perpendicular to stream SA and impact wetland WB. These impacts are needed to connect the
development to the eAsting Raleigh sewer system and maintain project viability. All lots and roads are designed to avoid impacts to wetlands and
streams on the property. The proposed sewer corridor Will be limited to 30 feet Wide, including temporary construction access areas, to minimize
impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
A temporary pump -around would be utilized to dewater stream SA within the proposed impact areas during construction and will be removed at the
end of each work day. Best management practices and sedimentation and erosion control methods will be used during all construction techniques. No
equipment refueling or maintenance activities will occur adjacent to jurisdictional areas. All temporary impacts to jurisdictional wetlands during
construction activities Will be returned to their original configuration and seeded in a timely manner for stabilization.
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:
Total impacts are less than the mitigation thresholds for a NWP 29.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. 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
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
W Other SCM that removes minimum 30 % nitrogen
r Proposed project will not create concentrated stornmvater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Local Government Stormwater Programs
r Phase II V NSW r USMP f Water Supply
Please identify which local government Stormwater program you are using.
Raleigh
Comments:
See Stormwater Management Report attached.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The surrounding area has been previously developed and therefore the project will not result in additional development.

4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR forth is project?*
r Yes r Nor NIA
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.
Lots Will be connected to the City of Raleigh water and sewer, which has sufficient capacity.
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 f• No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut 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
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Information for Planning and Conservation online mapper. Accessed 12/1812019. NHP NHEO Data Accessed 4/27/20 - closest downstream
aquatic species occurrence is approbmately 2 miles and below Lake Raleigh.
NCNHP Data E)plorer online mapper. Accessed 12/18/2019.
See attached NCNHP Site Report
Consultation Documentation Upload
project _report_grove_avenue_site _22579_22579.pdf 1.2MB
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?*
hftp://wvAv.habitat.noaa.gov/protection/efh/habitatmapper.htmi
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?*
HPOWEB Map Service http://gis.ncdcr.gov/hpowBb/. National Register of Historic Places http://www.nps.gov/nr/research/.
There are no historic properties listed on the site, however there are multiple sites along ,ones Franklin Road, to the west of the site, that have a
status of "Surveyed Only", and are not in, or eligible for, the National Register.
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?*
Wake County FEMA GIS floodplain mapping, North Carolina Floodplain Mapping Program http://wAw.nefloodmaps.cont/
Miscellaneous C^)

Comments
Miscellaneous attachments not previously requested.
Grove SW Report _2020-01-30.pdf 6.73MB
GroveAve_Fig 3_Features Map.pdf 1.12MB
GroveAve_Fig1 VcinityMap.pdf 323.5KB
Signature U
® 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:
Preston S Butler
Signature
r`�2edl x a 101� e
Date
4/28/2020

CAROL[CAROLINA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTeMS9 INCe P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description 738 Grove Ave
Pu'cel Identification
Numbers) (PIN) 0783387915
City: Raleigh State: NC County: Wake Property Size (Acres): 8.35
Property Owner Information
Owner: ® Authorized Agent*:
Name: STEVENS, WILLIAM E STEVENS, BERTIE D
Title: N/A
Street Address: 9 AUDITORIUM CIR
City: Wrightsville Beach State:NC Zip Code:28480-2713
*Written proof of authorization from owner required.
Authorization
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local author ties access to the above referenced property when necessary for the purposes of
conducting on -site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on the subject property of which I have knowledge.
Owner/Agent (signature) Date

April 2019
Figure 1: Vicinity Map
Grove Avenue Site
Wake County, NC
0 0.40.2
Miles³Study Area
USGS Streams
Cary
Raleigh
Project Location:
Wake County,NC
Latitude:35.780013 Longitude:-78.717192 Wal
nut
Cr
eekSi
m
m
o
n
s
B
r
a
n
c
h
Richland Creek
§¨¦40
§¨¦40
§¨¦440
§¨¦440
§¨¦440
§¨¦40
Western Blvd
Jones Franklin Rd¬«54
¬«54
¬«54
¬«54
WASA
WB
WC
Figure 2: USGS MapRaleigh West, NC (2013) USGS 1:24000 Quadrangle M ap³Study Area
Wetlands
Streams
Map Date:
Revised:
Revised:
Revised:
April 2019
0 100 200Feet
Grove Avenue SiteWake County, NC
Figure 3: AquaticFeatures Map2017 NC Statewide Aerial Photographs³Study AreaWetlandsStreamsMap Date:Revised: Revised: Revised: April 20190 100 200FeetGrove Avenue SiteWake County, NC
Figure 4: NRCS MapNRCS Wake County Soil Survey Sheet 58³Study AreaMap Date:Revised: Revised: Revised: April 20190 150 300FeetGrove Avenue SiteWake County, NC
9.06'2.26'2.50'6.72'11.2'17.07'21.0'50.14'330.81'
1+00
2+00
2+17
107,556 SF0.17 AC423422421420419418DATE:03-11-2020SCALE:AS SHOWNDESIGNED BY:FLMAPPROVED BY:FLMPROJECT NO.:18035ORIGINAL PLAN SIZE: 24'' X 36''© 2020 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.POST OFFICE BOX 91727RALEIGH, NORTH CAROLINA 27675PHONE: [phone]FIRM NC LICENSE NUMBER C-4222REVISION HISTORYREV#DESCRIPTIONDATEBY1CEI COMMENTS3/23/2020FLMSHEET OF 1SCALE ADJUSTMENTTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT IS NOT 1 INCH ON THISSHEET, ADJUST YOUR SCALEACCORDINGLY01"ISSUED FORPERMITTINGDO NOT USE FOR CONSTRUCTIONGROVE AVE SUBDIVISION738 GROVE AVERALEIGH, NC 27606ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALLCITY OF RALEIGH STANDARDS AND SPECIFICATIONSIMPACT EXHIBITEX11CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949010105SCALE: 1 INCH = 10 FEETNLEGENDEX. PROPERTY LINEEX. RIGHT-OF-WAYEX. EASEMENTEX. ADJACENT OWNERSEX. OVERHEAD ELECTRIC LINEEX. WETLANDEX. CHANNEL/STREAMEX. CHANNEL/STREAM BUFFEREX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESNOTES1.TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, P.C. ONJANUARY 16, 2018.2.WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINA ECOSYSTEMS, INC ANDLOCATED BY CAWTHORNE, MOSS & PANCIERA, PC.3.ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH FRANKLIN COUNTYAND NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BEMAINTAINED IN PROPER WORKING CONDITIONS THROUGHOUT CONSTRUCTION.324325EX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')PROP. GRAVITY SEWER PIPEPROP. TEMPORARYSTREAM SA IMPACT(SEE IMPACT TABLE)SEWER CROSSING VIAOPEN CUTTEMPORARY PUMP AROUND IMPACT LENGTH = 34 LFPERMANENT BUFFER & WETLAND IMPACTS INCLUDE 10'-WIDE MAINTENANCE CORRIDOR ACROSSBUFFERS AND A 10'-WIDE MAINTENANCE CORRIDOR ACROSS WETLAND.PERMANENT BUFFER IMPACT = 892 SF = 0.02 ACRESALLOWABLE BUFFER IMPACT (NO MITIGATION) = 0.33 ACRES0.02 ACRES < 0.33 ACRESNO MITIGATION REQUIREDPP24" DIAMETER SUMP OR POOL(12" TO 18" DEEP)STREAMDIVERSION PUMPINTAKE HOSESEDIMENT DIKE(SEE DIKE SECTION)CLEAN WATER DIKE(SEE DIKE SECTION)DEWATERINGPUMPSILT BAG(OR OTHER APPROVEDDEWATERING DEVICE)DISCHARGE ONTO A STABLEVELOCITY DISSIPATOR MADE OFRIPRAP OR SANDBAGSWORK AREA LENGTHNOT TO EXCEED THATWHICH CAN BE COMPLETEDIN ONE DAYINTAKE HOSEFLOWFLOWBASE FLOW + 1'(2' MIN.)WORKAREAWATER LEVELNOTES:1.PUMP AROUND DIKES SHALL NOT BESET OUTSIDE THE LIMITS OFDISTURBANCE/IMPACT LIMITS SHOWNON THE PLANS.2.INSTALL PUMP AROUND DIVERSIONAND DEWATER THE CONSTRUCTIONZONE THROUGH THE DEWATERINGDEVICE. THE CONTRACTOR SHALLSTAGE THE LIMITS OF THE PUMPAROUND FLOW DIVERSION TODEWATER ONLY THAT SECTIONSCHEDULED FOR THAT DAY'S WORK.AT THE END OF EACH WORK DAY,THE WORK AREA SHALL BESABILIZED, THE PUMP AROUNDREMOVED, AND THE FLOWRESTORED TO THE CHANNEL. WORKSHALL BE COMPLETED ONLY DURINGFORECAST PERIODS OF DRYWEATHER.PUMP AROUND DETAILNO SCALEDIKE SECTIONPROP. ALLOWABLE TEMPORARYZONE II IMPACT(415 SQ. FT.)EX. WETLAND WBSEWER CROSSING VIA OPEN CUTPERMANENT IMPACT (425 SQ. FT.)EX. STREAM SAEX. SANITARYSEWER MANHOLEEX. SANITARYSEWER MAINPROP. 8" SANITARYSEWER MAINPROP. ALLOWABLE TEMPORARYZONE 1 IMPACT(644 SQ. FT.)PROP. ALLOWABLEPERMANENT ZONE IIMPACT (310 SQ. FT.)EX. WETLAND WBSEWER CROSSING VIA OPEN CUTTEMPORARY IMPACT (1,108 SQ.FT.)PROP. 30'-WIDE PUBLICSEWER EASEMENT30'PROP. PERMANENT ZONE I BUFFER IMPACTPROP. PERMANENT ZONE II BUFFER IMPACTPROP. TEMPORARY ZONE I BUFFER IMPACTPROP. TEMPORARY ZONE II BUFFER IMPACTPROP. PERMANENT WETLAND IMPACTPROP. TEMPORARY WETLAND IMPACTPROP. ALLOWABLEPERMANENT ZONE IIIMPACT (201 SQ. FT.)PROP. ALLOWABLE TEMPORARYZONE 1 IMPACT(803 SQ. FT.)PROP. ALLOWABLE TEMPORARYZONE II IMPACT(207 SQ. FT.)PROP. ALLOWABLEPERMANENT ZONE IIMPACT (354 SQ. FT.)PROP. ALLOWABLEPERMANENT ZONE IIIMPACT (27 SQ. FT.)IMPACT TABLESTREAMIMPACTS TEMPORARYPERMANENTSTREAM SA34 LF0 LFSTREAM SAZONE I BUFFER1447 SF664 SFSTREAM SAZONE II BUFFER622 SF228 SFWETLANDIMPACTSWETLAND WB1,108 SF425 SFPROP. 4' DIA.SEWER MANHOLEEX. WETLAND WBEX. WETLAND WA
9.06'2.26'2.50'6.72'11.2'17.07'21.0'50.14'330.81'
1+00
2+00
2+17
107,556 SF0.17 AC423422421420419418DATE:03-11-2020SCALE:AS SHOWNDESIGNED BY:FLMAPPROVED BY:FLMPROJECT NO.:18035ORIGINAL PLAN SIZE: 24'' X 36''© 2020 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.POST OFFICE BOX 91727RALEIGH, NORTH CAROLINA 27675PHONE: [phone]FIRM NC LICENSE NUMBER C-4222REVISION HISTORYREV#DESCRIPTIONDATEBY1CEI COMMENTS3/23/2020FLMSHEET OF 1SCALE ADJUSTMENTTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT IS NOT 1 INCH ON THISSHEET, ADJUST YOUR SCALEACCORDINGLY01"ISSUED FORPERMITTINGDO NOT USE FOR CONSTRUCTIONGROVE AVE SUBDIVISION738 GROVE AVERALEIGH, NC 27606ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALLCITY OF RALEIGH STANDARDS AND SPECIFICATIONSIMPACT EXHIBITEX11CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949010105SCALE: 1 INCH = 10 FEETNLEGENDEX. PROPERTY LINEEX. RIGHT-OF-WAYEX. EASEMENTEX. ADJACENT OWNERSEX. OVERHEAD ELECTRIC LINEEX. WETLANDEX. CHANNEL/STREAMEX. CHANNEL/STREAM BUFFEREX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESNOTES1.TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, P.C. ONJANUARY 16, 2018.2.WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINA ECOSYSTEMS, INC ANDLOCATED BY CAWTHORNE, MOSS & PANCIERA, PC.3.ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH FRANKLIN COUNTYAND NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BEMAINTAINED IN PROPER WORKING CONDITIONS THROUGHOUT CONSTRUCTION.324325EX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')PROP. GRAVITY SEWER PIPEPROP. TEMPORARYSTREAM SA IMPACT(SEE IMPACT TABLE)SEWER CROSSING VIAOPEN CUTTEMPORARY PUMP AROUND IMPACT LENGTH = 34 LFPERMANENT BUFFER & WETLAND IMPACTS INCLUDE 10'-WIDE MAINTENANCE CORRIDOR ACROSSBUFFERS AND A 10'-WIDE MAINTENANCE CORRIDOR ACROSS WETLAND.PERMANENT BUFFER IMPACT = 892 SF = 0.02 ACRESALLOWABLE BUFFER IMPACT (NO MITIGATION) = 0.33 ACRES0.02 ACRES < 0.33 ACRESNO MITIGATION REQUIREDPP24" DIAMETER SUMP OR POOL(12" TO 18" DEEP)STREAMDIVERSION PUMPINTAKE HOSESEDIMENT DIKE(SEE DIKE SECTION)CLEAN WATER DIKE(SEE DIKE SECTION)DEWATERINGPUMPSILT BAG(OR OTHER APPROVEDDEWATERING DEVICE)DISCHARGE ONTO A STABLEVELOCITY DISSIPATOR MADE OFRIPRAP OR SANDBAGSWORK AREA LENGTHNOT TO EXCEED THATWHICH CAN BE COMPLETEDIN ONE DAYINTAKE HOSEFLOWFLOWBASE FLOW + 1'(2' MIN.)WORKAREAWATER LEVELNOTES:1.PUMP AROUND DIKES SHALL NOT BESET OUTSIDE THE LIMITS OFDISTURBANCE/IMPACT LIMITS SHOWNON THE PLANS.2.INSTALL PUMP AROUND DIVERSIONAND DEWATER THE CONSTRUCTIONZONE THROUGH THE DEWATERINGDEVICE. THE CONTRACTOR SHALLSTAGE THE LIMITS OF THE PUMPAROUND FLOW DIVERSION TODEWATER ONLY THAT SECTIONSCHEDULED FOR THAT DAY'S WORK.AT THE END OF EACH WORK DAY,THE WORK AREA SHALL BESABILIZED, THE PUMP AROUNDREMOVED, AND THE FLOWRESTORED TO THE CHANNEL. WORKSHALL BE COMPLETED ONLY DURINGFORECAST PERIODS OF DRYWEATHER.PUMP AROUND DETAILNO SCALEDIKE SECTIONPROP. ALLOWABLE TEMPORARYZONE II IMPACT(415 SQ. FT.)EX. WETLAND WBSEWER CROSSING VIA OPEN CUTPERMANENT IMPACT (425 SQ. FT.)EX. STREAM SAEX. SANITARYSEWER MANHOLEEX. SANITARYSEWER MAINPROP. 8" SANITARYSEWER MAINPROP. ALLOWABLE TEMPORARYZONE 1 IMPACT(644 SQ. FT.)PROP. ALLOWABLEPERMANENT ZONE IIMPACT (310 SQ. FT.)EX. WETLAND WBSEWER CROSSING VIA OPEN CUTTEMPORARY IMPACT (1,108 SQ.FT.)PROP. 30'-WIDE PUBLICSEWER EASEMENT30'PROP. PERMANENT ZONE I BUFFER IMPACTPROP. PERMANENT ZONE II BUFFER IMPACTPROP. TEMPORARY ZONE I BUFFER IMPACTPROP. TEMPORARY ZONE II BUFFER IMPACTPROP. PERMANENT WETLAND IMPACTPROP. TEMPORARY WETLAND IMPACTPROP. ALLOWABLEPERMANENT ZONE IIIMPACT (201 SQ. FT.)PROP. ALLOWABLE TEMPORARYZONE 1 IMPACT(803 SQ. FT.)PROP. ALLOWABLE TEMPORARYZONE II IMPACT(207 SQ. FT.)PROP. ALLOWABLEPERMANENT ZONE IIMPACT (354 SQ. FT.)PROP. ALLOWABLEPERMANENT ZONE IIIMPACT (27 SQ. FT.)IMPACT TABLESTREAMIMPACTS TEMPORARYPERMANENTSTREAM SA34 LF0 LFSTREAM SAZONE I BUFFER1447 SF664 SFSTREAM SAZONE II BUFFER622 SF228 SFWETLANDIMPACTSWETLAND WB1,108 SF425 SFPROP. 4' DIA.SEWER MANHOLEEX. WETLAND WBEX. WETLAND WA
COVERC-11CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949PRELIMINARY PLANSFORGROVE AVENUESUBDIVISION738 GROVE AVENUERALEIGH, NORTH CAROLINAPIN: 0783-38-7915SHEETTITLEC-1COVERC-2EXISTING CONDITIONSC-3SITE PLANC-4UTILITY PLANC-5GRADING & DRAINAGE PLANC-6LANDSCAPE PLANC-7TREE CONSERVATION PLANVICINITY MAP1" = 1000'DEVELOPER:A SQUARED LLCCONTACT: DAN MILLER51 KILMAYNE DR, STE 110CARY, NC [e-mail] CONSTRUCTION TO BE IN ACCORDANCE WITH ALLCITY OF RALEIGH STANDARDS AND SPECIFICATIONS.ENGINEER OF RECORD:FLM ENGINEERING, INCCONTACT: CHASE MASSEY, PEPO BOX 91727RALEIGH, NC [e-mail] ST.RAVENWOOD DR.ATHENS DR.JONES FRANKLIN RD.LUNDY DR.MELBOURNE RD.POWELL DR.GROVE AVE.I-440CAROLINA AVE.LINVILLEDR.NSUMMARY INFORMATIONDEVELOPMENT NAME: GROVE AVENUE SUBDIVISIONSTREET ADDRESS: 738 GROVE AVENUEPIN NUMBER: 0783-38-7915TOTAL ACREAGE: 8.43 AC (367,039 SF)LESS ROAD R/W DEDICATION: 0.04 AC (1,706 SF)NET ACREAGE: 8.39 AC (365,333 SF)EXISTING USE: VACANTPROPOSED USE: SINGLE FAMILYJURISDICTION: CITY OF RALEIGHZONING DISTRICT: R-6PROPOSED UNITS: 15MAX ALLOWABLE DENSITY: 6 UNITS/ACPROPOSED DENSITY: 1.78 UNITS/ACREQUIRED MIN LOT WIDTH: 50' (INTERIOR)REQUIRED MIN LOT WIDTH: 65' (CORNER)PROPOSED MIN LOT WIDTH: 54.96'BUILDING/STRUCTURE SETBACKS:FROM PRIMARY STREET (MIN): 10'FROM SIDE STREET (MIN): 10'FROM SIDE LOT LINE (MIN): 5'SUM OF SIDE SETBACKS (MIN): 15'FROM REAR LOT LINE (MIN): 20'EXISTING IMPERVIOUS SURFACE: 0.0 ACPROPOSED IMPERVIOUS SURFACE AREA:LOTS: 60,000 SF (4,000 SF PER LOT)ROADS: 19,962 SFSIDEWALK: 5,399 SFTOTAL IMPERVIOUS AREA: 85,361 SF (1.96 AC)BLOCK PERIMETER MEASUREMENT: 1,850 LF (MEASURED ALONGCAROLINA AVE, SCARLET MAPLE DR, AND GROVE AVE)WATERSHED: NEUSE (SIMMONS)DEVELOPER:A SQUARED LLC51 KILMAYNE DR, SUITE 110CARY, NC 27511ENGINEER:FLM ENGINEERING, INC.PO BOX 91727RALEIGH, NC 27675919.423.8975NOTES1.SOLID WASTE INSPECTIONS STATEMENT: THE DEVELOPER HAS REVIEWEDAND IS IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THESOLID WASTE DESIGN MANUAL. CITY OF RALEIGH SOLID WASTE SERVICES(SWS) IS INTENDED TO HANDLE TRASH NEEDS THROUGH USE OFSTANDARD 96-GALLON RESIDENTIAL INDIVIDUAL ROLL0OUT REFUSECONTAINERS.
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:581.71'EXISTING CONDITIONSC-22SOIL TYPESCfC - CECIL-URBAN LAND COMPLEX, 2 TO 10 PERCENT SLOPESChA - CHEWACIA AND WEHADKEE SOILS, 0 TO 3 PERCENT, FREQUENTLY FLOODEDPbD - PACOLET-URBAN LAND COMPLEX, 10 TO 15 PERCENT SLOPESCURVE TABLECURVELENGTHRADIUSCHORDBEARINGC1142.97'178.90'139.19'1ƒ
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:CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-49490606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. OVERHEAD ELECTRIC LINEEX. ADJACENT OWNERSEX. PROPERTY LINEEX. STREAMEX. FENCEEX. SOIL LINEEX. STORM SEWEREX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFEREX. WETLAND440NOTES1.SURVEY & TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &PANCIERA, PC ON AUGUST 23, 2018.2.WETLANDS AND STREAM SHOWN DELINEATED BY CAROLINAECOSYSTEMS, INC. AND LOCATED BY CAWTHORNE, MOSS & PANCIERA,PC.3.THERE ARE NO FLOOD PRONE AREAS PRESENT PER FEMA FIRM PANELNO. 3720078300J, EFFECTIVE MAY 2, 2006.4.THE PROPERTY APPEARS TO CONTAIN FLOOD PRONE SOILS PER WAKECOUNTY iMAPS. SEE FLOOD STUDY ATTACHED TO THIS SUBMITTAL FOR FLOODBOUNDARY. SOILS SHOWN ON THIS SHEET PER NRCS WEB SOIL SURVEY.5.EXISTING GROUND COVERAGE IS WOODED.6.THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.7.THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.8.THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALLUTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHENOPERATING AROUND EXISTING UTILITIES.9.THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THEREPAIR OF ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.VANN STREET40' PUBLIC R/WNEIGHBORHOOD YIELDEX. FENCE (TYP.)EX. 50' NEUSERIVER BUFFEREX. STREAMN/FRYAN COTTRELL& KARA STUCKYD.B. 16074, PG. 2752PIN# 0783.06-48-0841ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FROBERT L. HENDRIXD.B. 1285, PG. 317B.M. 1957. PG. 47PIN# 0783.06-48-0723ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FPUFFIN ASSOCIATESD.B. 3502, PG. 49B.M. 1988, PG. 1598PIN# 0783.06-38-8620ZONING: R-6USE: OPEN SPACEN/FUMB BANK NA TRUSTEEFBO KELLY INTEHAR IRAD.B. 14331, PG. 1520B.M. 1988, PG. 1598PIN# 0783.06-38-6609ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FWAYNE MANN &NATALIE D. MANND.B. 12667, PG. 1B.M. 1988, PG. 1598PIN# 0783.06-38-5772ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FTORBJORN M. BAAD &KATHERINE F. BAADD.B. 11683, PG. 1277B.M. 1988, PG. 1598PIN# 0783.06-38-5723ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FDAVID A. EARNESTD.B. 16654, PG. 1314B.M. 1988, PG. 524PIN# 0783.06-38-4762ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FELIJAH ALCORN &ANDREA ALCORND.B. 16898, PG. 920B.M. 1988, PG. 1598PIN# 0783.06-38-4713ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FANDREW E. PASSAROTTI&ALEXIA PASSOROTTID.B. 15734, PG. 2078B.M. 1988, PG. 1598PIN# 0783.06-38-3753ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FRICHARD JENKINS &ANNE JENKINSD.B 5019, PG. 434B.M. 1987, PG. 1043PIN# 0783.06-38-3703ZONING: R-6USE: SINGLE-FAMILY RESIDENTIALN/FKRISTIN MANNINGD.B. 16446, PG. 455B.M. 1987, PG. 1043PIN# 0783.06-38-2744ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FMARGUERITE DAVIS,JAMES DAVIS & TYRONNEDAVISD.B. 4310, PG. 696B.M. 1987, PG. 1043PIN# 0783.06-38-1793ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FANN B WALLD.B. 4246, PG. 846B.M. 1987, PG. 1043PIN# 0783.06-38-1742ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FMICHAEL ABBOTT& JACKIE ABBOTTD.B. 11770, PG. 252B.M. 1985, PG. 2100PIN# 0783.06-38-0713ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FSALVADOR MARTINEZ &MARIA MARTINEZ D.B 16579, PG. 2299PIN# 0783.06-28-8787ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FADRYON CLAYD.B. 16221, PG. 1260PIN# 0783.06-28-8934ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FJOHNNIE BIERENSD.B. 16192, PG. 1516B.M. 1945, PG. 92PIN# 0783.06-29-8023ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FMICHAEL ABBOTT& JACKIE ABBOTTD.B. 11770, PG. 252B.M. 1985, PG. 2100PIN# 0783.06-28-9765ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FDEVON TOLSON &CHRISTOPHER TOLSOND.B. 3892, PG. 308B.M. 1945, PG. 92PIN# 0783.06-29-8116ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FBART H. CRUMD.B. 7764, PG. 860B.M. 1980, PG. 346PIN# 0783.06-29-9157ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FCHRISTINE H. MILLERD.B. 10968, PG. 1383B.M. 1980, PG. 346PIN# 0783.06-39-0125ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FRICHARD FONTENOTD.B. 14671, PG. 1530B.M. 1980, PG. 346PIN# 0783.06-39-1132ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FIQBAL SYED &NASIMA PARVEEND.B. 14634, PG. 823B.M. 1980, PG. 346PIN# 0783.06-39-2121ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FRODERICK SMITH &GARLA SMITHD.B. 13170, PG. 600B.M. 1980, PG. 346PIN# 0783.06-39-3140ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FALAN WOOD & BARBARAH. WOOD LIVING TRUSTD.B. 15368, PG. 1129B.M. 1980, PG. 346PIN# 0783.06-39-4131ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FLOT 10, WESTSIDECONDOMINIUMD.B. 3880, PG. 534PIN# 0783.06-39-5051ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FJUSTIN CHANH HO &MYSA NGUYEND.B. 12932, PG. 1459PIN# 0783.06-39-5176ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALG
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L CAROLINA AVE60' PUBLIC R/WNEIGHBORHOODLOCALEX. SANITARYSEWER MANHOLETOP:INV IN: 433.79'INV OUT: 433.67'EX. SANITARYSEWER MANHOLEINV IN: 435.00'INV OUT: 434.62'EX. SANITARY SEWERMANHOLEINV IN: 431.37'INV IN: 429.45'INV OUT: 429.27'EX. SANITARYSEWER MANHOLETOP:INV IN: 426.88'INV OUT: 426.54'EX. 40' CORSS ESMTB.M. 1961, PG. 75EX. 40' CORSS ESMTB.M. 1961, PG. 75EX. 10' DRAINAGE ESMTB.M. 1980, PG. 346EX. 40'COR SS ESMTB.M. 1988, PG. 1598EX. CBINV. OUT: 440.14'EX. CBINV. IN: 439.22'INV. OUT: 439.02'EX. CBINV. IN: 433.87'INV. OUT: 433.67'EX. CBINV. IN: 433.49'INV. OUT: 433.29'WEST SIDE SUBDIVISIONB.M. 1980, PG. 346EX. WETLAND (TYP.)EX. WETLAND (TYP.)EX. 50' NEUSERIVER BUFFEREX. POWERPOLE (TYP.)EX. WATER LINEEX. SANITARY SEWEREX. SHEDEX. ELECTRICBOXEX. 50'R/WEX. APPROX.31.5' B-BEX. DRIVEWAYSEX. DRIVEWAYEX. DRIVEWAYGROVEWOODPLACEEX. HYDRANTEX. SIDEWALKEX. SIDEWALKEX. HYDRANTEX. APPROX.31' B-BCfCCfCPbDPbDCfCChAChAChAEX. SANITARYSEWER MAINEX. 8'' V.C. SANITARYSEWER MAINAPPROX. LOCATION OF EX. 8'' DIPWATER MAIN; DEPTH UNKNOWNEX. FLOOD HAZARD SOILS
135.0'33.58'32.36'29.8'12.2'42.76'26.65'41.9'32.7'
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72.24'164.68'961.74'79.40'60.04'40.88'8146.69'30.26'90.72'10146.69'90.72'69.7'120.20'2SITE PLANC-33CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-49490404020SCALE: 1 INCH = 40 FEETNGRO
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L CAROLINA AVE60' PUBLIC R/WNEIGHBORHOODLOCALEX. POWER POLE(TYP.)EX. 50' NEUSERIVER BUFFEREX. STREAMEX. WETLAND (TYP.)EX. 40' CORSS ESMTB.M. 1961, PG. 75ROAD 1NEIGHBORHOODYIELD STR
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PROP. HYDRANTASS'YPROP. 30' SANITARYSEWER ESMT.N/FRYAN COTTRELL& KARA STUCKYD.B. 16074, PG. 2752PIN# 0783.06-48-0841ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FROBERT L. HENDRIXD.B. 1285, PG. 317B.M. 1957. PG. 47PIN# 0783.06-48-0723ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FPUFFIN ASSOCIATESD.B. 3502, PG. 49B.M. 1988, PG. 1598PIN# 0783.06-38-8620ZONING: R-6USE: OPEN SPACEN/F THORNHILL, LLCD.B. 11215, PG. 831B.M. 1983, PG. 74PIN # 0783.06-49-1232ZONING: R-6USE: COMMERCIALN/FLOT 10, WESTSIDECONDOMINIUMD.B. 3880, PG. 534PIN# 0783.06-39-5051ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FJUSTIN CHANH HO &MYSA NGUYEND.B. 12932, PG. 1459PIN# 0783.06-39-5176ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FUMB BANK NA TRUSTEEFBO KELLY INTEHAR IRAD.B. 14331, PG. 1520B.M. 1988, PG. 1598PIN# 0783.06-38-6609ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALPROP.STORMWATERCONTROLMEASURE(SCM)PROP. 6'CROSSWALK (TYP.)PROP. WALK-UPMAIL KIOSKPROP. 5' GENERAL UTILITYPLACEMENT ESMT. (TYP.)R30'R30'R44'NOTES1.DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISENOTED.2.ALL RADII ARE 5' UNLESS OTHERWISE NOTED.3.WITHIN THE AREA OF ABOVE DEFINED SIGHT TRIANGLE, THERESHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTINGWALL, FENCE, SIGN, FOLIAGE, BERMS, OR PARKED VEHICLESBETWEEN THE HEIGHTS OF 24 INCHES AND EIGHT FEET ABOVETHE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IFNO CURBING EXISTS.4.THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OREDGE OF PAVEMENT OF INTERSECTING STREETS SHALL BE ATLEAST TWENTY (20) FEET FROM THE POINT OF TANGENCY.R30'R30'R30'R30'PROP. 30" VALLEY CURB(TYP.)PROP. TYPE N-2CURB RAMP (TYP.)SUMMARY INFORMATIONDEVELOPMENT NAME: GROVE AVENUE SUBDIVISIONSTREET ADDRESS: 738 GROVE AVENUEPIN NUMBER: 0783-38-7915TOTAL ACREAGE: 8.43 AC (367,039 SF)LESS ROAD R/W DEDICATION: 0.04 AC (1,706 SF)NET ACREAGE: 8.39 AC (365,333 SF)EXISTING USE: VACANTPROPOSED USE: SINGLE FAMILYJURISDICTION: CITY OF RALEIGHZONING DISTRICT: R-6PROPOSED UNITS: 15MAX ALLOWABLE DENSITY: 6 UNITS/ACPROPOSED DENSITY: 1.78 UNITS/ACREQUIRED MIN LOT WIDTH: 50' (INTERIOR)REQUIRED MIN LOT WIDTH: 65' (CORNER)PROPOSED MIN LOT WIDTH: 54.96'BUILDING/STRUCTURE SETBACKS:FROM PRIMARY STREET (MIN): 10'FROM SIDE STREET (MIN): 10'FROM SIDE LOT LINE (MIN): 5'SUM OF SIDE SETBACKS (MIN): 15'FROM REAR LOT LINE (MIN): 20'EXISTING IMPERVIOUS SURFACE: 0.0 ACPROPOSED IMPERVIOUS SURFACE AREA:LOTS: 60,000 SF (4,000 SF PER LOT)ROADS: 19,962 SFSIDEWALK: 5,399 SFTOTAL IMPERVIOUS AREA: 85,361 SF (1.96 AC)BLOCK PERIMETER MEASUREMENT: 1,850 LF (MEASURED ALONGCAROLINA AVE, SCARLET MAPLE DR, AND GROVE AVE)WATERSHED: NEUSE (SIMMONS)DEVELOPER:A SQUARED LLC51 KILMAYNE DR, SUITE 110CARY, NC 27511ENGINEER:FLM ENGINEERING, INC.PO BOX 91727RALEIGH, NC 27675919.423.8975PROP. 20'STORM ESMTEX. APPROX.31' B-BEX. APPROX.31' B-BEX. SIDEWALKEX. 50'R/WEX. DRIVEWAYSEX. DRIVEWAYEX. DRIVEWAYGROVEWOODPLACEPROP. 4.5' R/W DEDICATIONFOR HALF OF 59' R/WEX. PROPERTY LINELEGENDEX. RIGHT-OF-WAYEX. EASEMENTEX. ADJACENT OWNERSEX. ROAD CENTERLINEPROP. EASEMENT/BUFFERPROP. RIGHT-OF-WAYPROP. LOT LINESEX. OVERHEAD ELECTRIC LINEEX. WATER LINEEX. SANITARY SEWEREX. WETLAND390' LEFT-TURNSIGHT DISTANCE340' LEFT-TURNSIGHT DISTANCEOPEN SPACE190,780 SF INCLUDESSTREAM BUFFERS & SITEAREA WEST OF STREAM100-YEAR FLOOD BOUNDARY PER FLOOD STUDY; FLOODSTUDY RESULTS/MODEL INCLUDE IN PRELIMINARYSTORMWATER PACKAGE INCLUDES WITH THIS SUBMITTALEX. FLOOD BOUNDARY (PER FLOOD STUDY)PROP. 6' WOOD FENCEPROP. WOOD FENCE
13745615141398102PROP. SANITARY SEWERMANHOLE (TYP.)UTILITY PLANC-44CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-49490404020SCALE: 1 INCH = 40 FEETNEX. PROPERTY LINELEGENDEX. RIGHT-OF-WAYEX. EASEMENTEX. ADJACENT OWNERSEX. ROAD CENTERLINEPROP. EASEMENT/BUFFERPROP. RIGHT-OF-WAYPROP. LOT LINESNOTES1.ALL PARTS OF ALL BUILDINGS AS SHOWN ARE LOCATED WITHIN¶2)$),5(+<'5$170($685('%<7+(38//7+(+26(METHOD.2.THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECTEXTENT.3.THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNINGWORK.4.THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OFALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CAREWHEN OPERATING AROUND EXISTING UTILITIES.5.THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FORTHE REPAIR OF ANY EXISTING UTILITIES DAMAGED DURINGCONSTRUCTION.CITY OF RALEIGH UTILITY NOTES1.ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITHCITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS(REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)2.UTILITY SEPARATION REQUIREMENTS:a.$',67$1&(2)¶6+$//%(0$,17$,1('%(7:((16$1,7$5<6(:(5 ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS ANIMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IFADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUSSANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINESPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE/(667+$1¶)520$35,9$7(:(//25¶)520$38%/,&:(//b.WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL6(3$5$7,21%(7:((187,/,7,(66+$//%(¶,)7+,66(3$5$7,21CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATIONALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE(/(9$7,212)7+(:$7(50$,1$7/($67´$%29(7+(7232)7+(SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALLDISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDEDIAMETER.c.WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME ASANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL(1&$6(0(17(;7(1'('¶21($&+6,'(2)&5266,1*0867%(SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.d.¶0,1,080+25,=217$/6(3$5$7,21,65(48,5('%(7:((1$//SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL ISSPECIFIED FOR SANITARY SEWER .e.0$,17$,1´0,19(57,&$/6(3$5$7,21$7$//:$7(50$,1 5&367250'5$,1&5266,1*60$,17$,1´0,19(57,&$/6(3$5$7,21$7ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHEREADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS $&21&5(7(&5$'/(+$9,1*´0,1&/($5$1&(3(5&2538''(7$,/6W-41 & S-49)f.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER)$&,/,7,(6:,7+´0,19(57,&$/6(3$5$7,215(48,5('3.ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OFAN AMENDED PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIESDEPARTMENT PRIOR TO CONSTRUCTION.4.CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TOEXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OFPROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDEDBY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIESDEPARTMENT.5.¶0,1,080&29(5,65(48,5('21$//:$7(50$,16 6(:(5)25&(0$,16¶0,1,080&29(5,65(48,5('21$//5(86(0$,166.,7,67+('(9(/23(5¶65(63216,%,/,7<72$%$1'21255(029((;,67,1*WATER & SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITEUNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIESDEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OFSERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.7.INSTALL COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR:,7+,1$¶;¶:$7(5/,1(($6(0(17,00(',$7(/<$'-$&(17127(,7,67+($33/,&$17¶65(63216,%,/,7<723523(5/<6,=(7+(:$7(56(59,&(FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.8.INSTALL PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTSLOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEETMAXIMUM.9.PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICESEXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY6(:(56(59,&(6+$9,1*%8,/',1*'5$,16/2:(57+$1¶$%29(7+(NEXT UPSTREAM MANHOLE.10.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BEOBTAINED FROM NCDWR, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER,WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TOCONSTRUCTION.11.NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANYUTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATEOR RAILROAD ROW PRIOR TO CONSTRUCTION.12.GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS &INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOGPROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT.CONTACT TIM BEASLEY AT [phone] OR [e-mail] FORMORE INFORMATION.13.CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASEDON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THERULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESEGUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEETAMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BEON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THEDEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODICTESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROLPROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT(919) 996-5923 OR [e-mail] FOR MORE INFORMATIONEX. OVERHEAD ELECTRIC LINEEX. WATER LINEEX. SANITARY SEWERPROP. WATER LINEPROP. SANITARY SEWERPROP. STORM SEWEREX. SANITARYSEWER MANHOLETOP:INV IN: 431.37'INV IN: 429.45'INV OUT: 429.27'CAROLINA AVE60' PUBLIC R/WNEIGHBORHOODLOCALEX. SANITARYSEWER MANHOLETOP:INV IN: 433.79'INV OUT: 433.67'EX. SANITARYSEWER MANHOLETOP:INV IN: 435.00'INV OUT: 434.62'EX. SANITARYSEWER MANHOLETOP:INV IN: 426.88'INV OUT: 426.54'EX. CBINV. OUT: 440.14'EX. CBINV. IN: 439.22'INV. OUT: 439.02'EX. CBINV. IN: 433.87'INV. OUT: 433.67'EX. CBINV. IN: 433.49'INV. OUT: 433.29'EX. POWER POLE(TYP.)EX. 50' NEUSERIVER BUFFEREX. STREAMEX. WETLAND (TYP.)EX. 40' CORSS ESMTB.M. 1961, PG. 75PROP. 5/8" WATERSERVICE METER(TYP.)PROP. 4"SANITARY SEWERCLEAN-OUT (TYP.)PROP. 8" X 6" MJ TEEPROP. (2) 8" MJ GATE VALVES & BOXESPROP. 6" MJ GATE VALVE & BOXPROP. 8" CL350DIP WATER LINEPROP. 8" CL350DIP WATER LINEPROP. 6" CL350DIP WATER LINEROAD 1R
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PROP. HYDRANTASS'YPROP. HYDRANTASS'YPROP. HYDRANTASS'YPROP. 8" X 8" TAPPINGSLEEVE & VALVEPROP. 8" SDR35 PVCSANITARY SEWER LINE (TYP.)PROP. 30' SANITARYSEWER ESMT.N/FRYAN COTTRELL& KARA STUCKYD.B. 16074, PG. 2752PIN# 0783.06-48-0841ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FROBERT L. HENDRIXD.B. 1285, PG. 317B.M. 1957. PG. 47PIN# 0783.06-48-0723ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FPUFFIN ASSOCIATESD.B. 3502, PG. 49B.M. 1988, PG. 1598PIN# 0783.06-38-8620ZONING: R-6USE: OPEN SPACEN/F THORNHILL, LLCD.B. 11215, PG. 831B.M. 1983, PG. 74PIN # 0783.06-49-1232ZONING: R-6USE: COMMERCIALN/FLOT 10, WESTSIDECONDOMINIUMD.B. 3880, PG. 534PIN# 0783.06-39-5051ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FJUSTIN CHANH HO &MYSA NGUYEND.B. 12932, PG. 1459PIN# 0783.06-39-5176ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FUMB BANK NA TRUSTEEFBO KELLY INTEHAR IRAD.B. 14331, PG. 1520B.M. 1988, PG. 1598PIN# 0783.06-38-6609ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALEX. SANITARY SEWERMAINEX. 8'' V.C. SANITARYSEWER MAINAPPROX. LOCATION OF EX. 8'' DIPWATER MAIN; DEPTH UNKNOWNPROP. 20'STORM ESMTPROP.STORMWATERCONTROLMEASURE(SCM)GROVEWOODPLACEGRO
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L PROP. 4.5' R/W DEDICATIONTO MEET 59' SECTIONEX. WETLANDOPEN SPACE190,780 SF INCLUDESSTREAM BUFFERS & SITEAREA WEST OF STREAMEX. FLOOD BOUNDARY (PER FLOOD STUDY)100-YEAR FLOOD BOUNDARY PER FLOODSTUDY; FLOOD STUDY RESULTS/MODELINCLUDE IN PRELIMINARY STORMWATERPACKAGE INCLUDES WITH THIS SUBMITTAL
13745615141398102GRADING & DRAINAGE PLANC-55CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-49490505025SCALE: 1 INCH = 50 FEETNN/FRYAN COTTRELL& KARA STUCKYD.B. 16074, PG. 2752PIN# 0783.06-48-0841ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FROBERT L. HENDRIXD.B. 1285, PG. 317B.M. 1957. PG. 47PIN# 0783.06-48-0723ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FPUFFIN ASSOCIATESD.B. 3502, PG. 49B.M. 1988, PG. 1598PIN# 0783.06-38-8620ZONING: R-6USE: OPEN SPACEN/F THORNHILL, LLCD.B. 11215, PG. 831B.M. 1983, PG. 74PIN # 0783.06-49-1232ZONING: R-6USE: COMMERCIALGRO
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LEX. SANITARYSEWER MANHOLETOP:INV IN: 431.37'INV IN: 429.45'INV OUT: 429.27'CAROLINA AVE60' PUBLIC R/WNEIGHBORHOODLOCALEX. SANITARYSEWER MANHOLETOP:INV IN: 433.79'INV OUT: 433.67'EX. SANITARYSEWER MANHOLETOP:INV IN: 435.00'INV OUT: 434.62'EX. SANITARYSEWER MANHOLETOP:INV IN: 426.88'INV OUT: 426.54'EX. CBINV. OUT: 440.14'EX. CBINV. IN: 439.22'INV. OUT: 439.02'EX. CBINV. IN: 433.87'INV. OUT: 433.67'EX. CBINV. IN: 433.49'INV. OUT: 433.29'EX. POWER POLE(TYP.)EX. 50' NEUSERIVER BUFFEREX. STREAMEX. WETLAND (TYP.)N/FLOT 10, WESTSIDECONDOMINIUMD.B. 3880, PG. 534PIN# 0783.06-39-5051ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FJUSTIN CHANH HO &MYSA NGUYEND.B. 12932, PG. 1459PIN# 0783.06-39-5176ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FUMB BANK NA TRUSTEEFBO KELLY INTEHAR IRAD.B. 14331, PG. 1520B.M. 1988, PG. 1598PIN# 0783.06-38-6609ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALEX. 40' CORSS ESMTB.M. 1961, PG. 75ROAD 1R
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2PROP. 30' SANITARYSEWER ESMT.EX. PROPERTY LINELEGENDEX. RIGHT-OF-WAYEX. EASEMENTEX. ADJACENT OWNERSEX. ROAD CENTERLINEPROP. EASEMENT/BUFFERPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESNOTES1. GRADES SHOWN REPRESENT FINISHED GRADE ELEVATIONS.2. CUT AND FILL SLOPES ARE 2H:1V UNLESS OTHERWISE NOTED.3. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECTEXTENT.4. THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNINGWORK.5. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OFALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CAREWHEN OPERATING AROUND EXISTING UTILITIES.6. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FORTHE REPAIR OF ANY EXISTING UTILITIES DAMAGED DURINGCONSTRUCTION.EX. OVERHEAD ELECTRIC LINEEX. WATER LINEEX. SANITARY SEWERPROP. WATER LINEPROP. SANITARY SEWERPROP. STORM SEWEREX. MAJOR CONTOUR (10')EX. MINOR CONTOUR (2')300PROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')300PROP. CURBINLET (TYP.)PROP. STORMSEWER (TYP.)PROP.SCM3H:1V INTERIORSIDE SLOPESEX. SANITARY SEWERMAINPROP. BYPASS STORMSEWER (TYP.)PROP. 20'STORM ESMTPROP. 4.5' R/W DEDICATIONTO MEET 59' SECTIONEX. WETLAND1. RIGHT-OF-WAY ALONG GROVE AVE HAS EXISTING 31' B-B AND EXISTING SIDEWALK. NORIGHT-OF-WAY IMPROVEMENTS ARE REQUIRED THAT WOULD INCREASE THE EXISTINGIMPERVIOUS AREA ALONG THE PARCEL BOUNDARY ABUTTING GROVE AVE.2. NUTRIENT LOADING REQUIREMENTS TO BE MET VIA BUYDOWN METHODS.3. PERMANENTLY PRESERVED UNDISTURBED OPEN SPACE CREDITS ARE PROPOSED TREECONSERVATION AREAS PER SHEET C-7.100-YEAR FLOOD BOUNDARY PER FLOOD STUDY; FLOODSTUDY RESULTS/MODEL INCLUDE IN PRELIMINARYSTORMWATER PACKAGE INCLUDES WITH THIS SUBMITTALOPEN SPACE190,780 SF INCLUDESSTREAM BUFFERS & SITEAREA WEST OF STREAMEX. FLOOD BOUNDARY (PER FLOOD STUDY)
13745615141398102LANDSCAPE PLANC-66CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-49490404020SCALE: 1 INCH = 40 FEETNGRO
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PROP. HYDRANTASS'YPROP. 30' SANITARYSEWER ESMT.N/FRYAN COTTRELL& KARA STUCKYD.B. 16074, PG. 2752PIN# 0783.06-48-0841ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FROBERT L. HENDRIXD.B. 1285, PG. 317B.M. 1957. PG. 47PIN# 0783.06-48-0723ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FPUFFIN ASSOCIATESD.B. 3502, PG. 49B.M. 1988, PG. 1598PIN# 0783.06-38-8620ZONING: R-6USE: OPEN SPACEN/F THORNHILL, LLCD.B. 11215, PG. 831B.M. 1983, PG. 74PIN # 0783.06-49-1232ZONING: R-6USE: COMMERCIALN/FLOT 10, WESTSIDECONDOMINIUMD.B. 3880, PG. 534PIN# 0783.06-39-5051ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FJUSTIN CHANH HO &MYSA NGUYEND.B. 12932, PG. 1459PIN# 0783.06-39-5176ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FUMB BANK NA TRUSTEEFBO KELLY INTEHAR IRAD.B. 14331, PG. 1520B.M. 1988, PG. 1598PIN# 0783.06-38-6609ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALPROP.STORMWATERCONTROLMEASURE(SCM)PROP. WALK-UPMAIL KIOSKPROP. 5' GENERAL UTILITYPLACEMENT ESMT. (TYP.)LEGENDPROP. 30" VALLEY CURB(TYP.)EX. EASEMENTEX. OVERHEAD ELECTRIC LINEEX. ADJACENT OWNERSEX. PROPERTY LINEEX. STREAMEX. FENCEEX. SOIL LINEEX. STORM SEWEREX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')EX. RIGHT-OF-WAYEX. STREAM BUFFEREX. WETLAND440EX. WATER LINEEX. SANITARY SEWERPROP. EASEMENT/BUFFERPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. WATER LINEPROP. SANITARY SEWERPROP. STORM SEWERPROP. SHADE TREELANDSCAPING CALCULATIONSSTREET TREESREQUIRED:SHADE TREES SPACED AT 40' O.C.PROVIDED:29 SHADE TREES (SPACED AT 40' O.C.)NOTES1.STREET TREES SHALL BE INSTALLED AND MAINTAINED INACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 2 OF THECITY TREE MANUAL.2.STREET TREE AND SIDEWALK REQUIREMENTS ALONG GROVEAVE TO BE MET VIA FEE-IN-LIEUPROP. SHADETREE (TYP.)GRO
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L PROP. 4.5' R/W DEDICATIONTO MEET 59' SECTIONOPEN SPACE190,780 SF INCLUDESSTREAM BUFFERS & SITEAREA WEST OF STREAMEX. FLOOD BOUNDARY (PER FLOOD STUDY)100-YEAR FLOOD BOUNDARY PER FLOODSTUDY; FLOOD STUDY RESULTS/MODELINCLUDE IN PRELIMINARY STORMWATERPACKAGE INCLUDES WITH THIS SUBMITTAL
13745615141398102TREE CONSERVATION PLANC-77CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-49490606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. OVERHEAD ELECTRIC LINEEX. ADJACENT OWNERSEX. PROPERTY LINEEX. STREAMEX. FENCEEX. SOIL LINEEX. STORM SEWEREX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFEREX. WETLAND440VANN STREET40' PUBLIC R/WNEIGHBORHOOD YIELDEX. FENCE (TYP.)EX. 50' NEUSERIVER BUFFEREX. STREAMN/FRYAN COTTRELL& KARA STUCKYD.B. 16074, PG. 2752PIN# 0783.06-48-0841ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FROBERT L. HENDRIXD.B. 1285, PG. 317B.M. 1957. PG. 47PIN# 0783.06-48-0723ZONING: R-2USE: SINGLE-FAMILYRESIDENTIALN/FPUFFIN ASSOCIATESD.B. 3502, PG. 49B.M. 1988, PG. 1598PIN# 0783.06-38-8620ZONING: R-6USE: OPEN SPACEN/FUMB BANK NA TRUSTEEFBO KELLY INTEHAR IRAD.B. 14331, PG. 1520B.M. 1988, PG. 1598PIN# 0783.06-38-6609ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FWAYNE MANN &NATALIE D. MANND.B. 12667, PG. 1B.M. 1988, PG. 1598PIN# 0783.06-38-5772ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FTORBJORN M. BAAD &KATHERINE F. BAADD.B. 11683, PG. 1277B.M. 1988, PG. 1598PIN# 0783.06-38-5723ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FDAVID A. EARNESTD.B. 16654, PG. 1314B.M. 1988, PG. 524PIN# 0783.06-38-4762ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FELIJAH ALCORN &ANDREA ALCORND.B. 16898, PG. 920B.M. 1988, PG. 1598PIN# 0783.06-38-4713ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FANDREW E. PASSAROTTI&ALEXIA PASSOROTTID.B. 15734, PG. 2078B.M. 1988, PG. 1598PIN# 0783.06-38-3753ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FRICHARD JENKINS &ANNE JENKINSD.B 5019, PG. 434B.M. 1987, PG. 1043PIN# 0783.06-38-3703ZONING: R-6USE: SINGLE-FAMILY RESIDENTIALN/FKRISTIN MANNINGD.B. 16446, PG. 455B.M. 1987, PG. 1043PIN# 0783.06-38-2744ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FMARGUERITE DAVIS,JAMES DAVIS & TYRONNEDAVISD.B. 4310, PG. 696B.M. 1987, PG. 1043PIN# 0783.06-38-1793ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FANN B WALLD.B. 4246, PG. 846B.M. 1987, PG. 1043PIN# 0783.06-38-1742ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FMICHAEL ABBOTT& JACKIE ABBOTTD.B. 11770, PG. 252B.M. 1985, PG. 2100PIN# 0783.06-38-0713ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FSALVADOR MARTINEZ &MARIA MARTINEZ D.B 16579, PG. 2299PIN# 0783.06-28-8787ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FADRYON CLAYD.B. 16221, PG. 1260PIN# 0783.06-28-8934ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FJOHNNIE BIERENSD.B. 16192, PG. 1516B.M. 1945, PG. 92PIN# 0783.06-29-8023ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FMICHAEL ABBOTT& JACKIE ABBOTTD.B. 11770, PG. 252B.M. 1985, PG. 2100PIN# 0783.06-28-9765ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FDEVON TOLSON &CHRISTOPHER TOLSOND.B. 3892, PG. 308B.M. 1945, PG. 92PIN# 0783.06-29-8116ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FBART H. CRUMD.B. 7764, PG. 860B.M. 1980, PG. 346PIN# 0783.06-29-9157ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FCHRISTINE H. MILLERD.B. 10968, PG. 1383B.M. 1980, PG. 346PIN# 0783.06-39-0125ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FRICHARD FONTENOTD.B. 14671, PG. 1530B.M. 1980, PG. 346PIN# 0783.06-39-1132ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FIQBAL SYED &NASIMA PARVEEND.B. 14634, PG. 823B.M. 1980, PG. 346PIN# 0783.06-39-2121ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FRODERICK SMITH &GARLA SMITHD.B. 13170, PG. 600B.M. 1980, PG. 346PIN# 0783.06-39-3140ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FALAN WOOD & BARBARAH. WOOD LIVING TRUSTD.B. 15368, PG. 1129B.M. 1980, PG. 346PIN# 0783.06-39-4131ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FLOT 10, WESTSIDECONDOMINIUMD.B. 3880, PG. 534PIN# 0783.06-39-5051ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALN/FJUSTIN CHANH HO &MYSA NGUYEND.B. 12932, PG. 1459PIN# 0783.06-39-5176ZONING: R-6USE: SINGLE-FAMILYRESIDENTIALGRO
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L CAROLINA AVE60' PUBLIC R/WNEIGHBORHOODLOCALEX. 40' CORSS ESMTB.M. 1961, PG. 75EX. 40' CORSS ESMTB.M. 1961, PG. 75EX. 10' DRAINAGE ESMTB.M. 1980, PG. 346EX. 40'COR SS ESMTB.M. 1988, PG. 1598WEST SIDE SUBDIVISIONB.M. 1980, PG. 346EX. WETLAND (TYP.)EX. WETLAND (TYP.)EX. 50' NEUSERIVER BUFFEREX. POWERPOLE (TYP.)EX. WATER LINEEX. SANITARY SEWEREX. SHEDEX. ELECTRICBOXTREE CONSERVATION CALCULATIONSREQUIRED TREE CONSERVATION AREA: 0.84 AC (10%)PROPOSED TREE CONSERVATION AREA: 0.99 AC (11.7%)SECONDARY TREE CONSERVATION AREA: 65'-WIDE AREA ALONGWESTERN PERIMETER BOUNDARY PER UDO SECTION 9.1.4.B.1.a, AMINIMUM 65-FOOT WIDE PERIMETER BUFFER WHEN THE ADJOINING ORADJACENT PROPERTY IS NOT A THOROUGHFARE OR IS NOT VACANT.PROP. EASEMENT/BUFFERPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. TREE CONSERVATION AREAPROP. 4.5' R/W DEDICATIONTO MEET 59' SECTIONPRIMARY TREE CONSERVATION AREA;NEUSE BUFFER ZONE 265'-WIDE SECONDARYTREE CONSERVATION AREAEX. FLOOD BOUNDARY (PER FLOOD STUDY)100-YEAR FLOOD BOUNDARY PER FLOODSTUDY; FLOOD STUDY RESULTS/MODELINCLUDE IN PRELIMINARY STORMWATERPACKAGE INCLUDES WITH THIS SUBMITTAL
NCNHDE-10974
December 18, 2019
Brian Smith
Carolina Ecosystems
3040 NC 42 W
Clayton, NC 27520
RE: Grove Avenue Site
Dear Brian Smith:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Grove Avenue Site
December 18, 2019
NCNHDE-10974
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Dragonfly or
Damselfly
32043 Coryphaeschna ingens Regal Darner 2004-Pre H?5-Very
Low
---Significantly
Rare
G5 S2?
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
City of Raleigh Open Space City of Raleigh Local Government
City of Raleigh Open Space - Lake Johnson Metro
Park
City of Raleigh Local Government
City of Raleigh Open Space - Powell Drive Park City of Raleigh Local Government
City of Raleigh Open Space City of Raleigh Local Government
City of Raleigh Open Space - Kaplan Park City of Raleigh Local Government
City of Raleigh Open Space City of Raleigh Local Government
City of Raleigh Open Space City of Raleigh Local Government
City of Raleigh Open Space - Buck Jones City of Raleigh Local Government
City of Raleigh Greenway City of Raleigh Local Government
City of Raleigh Open Space City of Raleigh Local Government
City of Raleigh Open Space City of Raleigh Local Government
City of Raleigh Greenway City of Raleigh Local Government
City of Raleigh Greenway City of Raleigh Local Government
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on December 18, 2019; source: NCNHP, Q4 Oct 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
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