20200783 Ver 1_401 Application_20200614

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#*
20200783 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:
WCPSS-Fuller Elementary School
1a. Who is the Primary Contact?*
Bob Zarzecki
1b. Primary Contact Email:*
[e-mail]
Date Submitted
6/14/2020
Nearest Body of Water
Walnut Creek, 27-34-(4)
Basin
Neuse
Water Classification
QNSW
Site Coordinates
Latitude:
35.754981
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.623952
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
39 - Commercial/Institutional Developments
F- 401 Water Quality Certification - E)press
P Riparian Buffer Authorization
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 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?
W 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:
Wake County Board of Education
2b. Deed book and page no.:
Book: 13625 Page: 1724
2c. Responsible party:
Chris Ford
2d.Address
Street Address
1551 Rock Quarry Road
Address Line 2
City
Raleigh
Postal / Zip Qde
27610-4145
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
NC
Country
United States
2f. Fax Number:
4. Agent/Consultant (if applicable)

4a. Name:
Bob Zarzecki
4b. Business Name:
Soil & Environmental Consultants, PA
4c.Address
Street Address
8412 Falls of Neuse Road, Suite 104
Address Line 2
City
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
WCPSS Fuller ES -Agent Authorization signed.pdf
State / Province / F bgion
NC
Country
United States
4e. Fax Number:
[phone]
417.61 KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
Rochester Heights
1c. Nearest municipality/ town:
Raleigh
2. Project Identification
2a. Property Identification Number:
1712195802
2c. Project Address
Street Address
806 Calloway Drive
Address Line 2
City
Raleigh
Postal / Zip Code
27610
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Walnut Creek, 27-34-(4)
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.
030202011101
4. Project Description and History
2b. Property size:
+/-15
State / Province / Rion
NC
Country
United States
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
EAsting conditions onsite consists of Fuller Elementary School as well as some forested land. There are two (2) wetland features and one (1) intermittent stream feature on the
property. The wetlands are located on the eastern side of the property and the stream feature is located in the middle of the southern side of the property. 1-40 bounds the property to
the South, S State Street bounds the property to the East, and residential neighborhoods bound the property to the west and north. The general land use in the vicinity of the project is
residential development and some forested/agricultural land.
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)

WCPSS Fuller ES-USGS.pdf
293.87KB
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)
WCPSS Fuller ES-SS.pdf 226.29KB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 0.53 acres
4g. List the total estimated linear feet of all existing streams on the property:
Appro>mately 64 LF
4h. Explain the purpose of the proposed project:*
The purpose of this project is for renovation of the emsting Fuller Elementary School onsite.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Fuller Elementary School is an existing school located in Raleigh at 806 Calloway Dr in South East Raleigh. The school is located on a 14.65 acre site.
The proposed re -development project consists of demolishing the existing middle school and constructing a new elementary school, a carpool loop, parking area, bus loop and other
site improvements. The construction limits of the project contain approArnately 13 acres. This project increases impervious areas from 4.48acres to 6.02 acres.
Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
WCPSS Fuller ES -Preliminary Stream and Buffer Impact Diagram.pdf 1.65MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r 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:
SAW-2018-02171
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Bob Zarzecki
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 by the Corps or DWR
USAGE: Site visit and field determination on December 7, 2018 by Tasha Alexander and PJD issued on February 11, 2019 by Tasha Alexander.
NCDWR: Riparian buffer determination completed on July 19, 2018 by Zach Thomas. (NBRRO #18-213)
5d1. Jurisdictional determination upload
WCPSS Fuller ES-DWR NBRRO 18-213 (reduced).pdf 1.73MB
WCPSS Fuller ES_PJD_SAW-2018-02171.pdf 2.05MB
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?
k 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
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries Buffers
r Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
Stream Type*
3f. Type of
3g. S. width*
3h. Impact
❑
��3e.
(?)
Jurisdiction*
length*

Crossing Permanent Fill S1 Intermittent Both 7 64
Average (feet) i (lirearfeet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
64
3i. Total stream and ditch impacts:
64
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Ej reuse
C Catawba
C Goose Creek
C Other
3i. Total temporary stream impacts:
0
r Tar -Pamlico
r Randleman
r Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Road Crossing
P
S1
No
7,383
6,971
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts
Total combined buffer impacts:
61. Comments:
Zone 1 Zone 2
0.00 0.00
Zone 1 Zone 2
7,383.00 6,971.00
Zone 1 Zone 2
7,383.00 6,971.00
Supporting Documentation
WCPSS Fuller ES -Impact maps.pdf 1.44MB
E. Impact Justification and Mitigation U
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Prior to site design, WCPSS hired S&EC to delineate and verify all jurisdictional WOTUS and Neuse Buffers on the property. The site plan avoided the
two wetland areas, but was unable to avoid the short isolated section of intermittent stream and Neuse Buffer below the eAsting stormvater outlets,
given the need for the new access drive to State Street and the steep grades that the design of the drive had to overcome.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The project will obtain an erosion and sediment control plan and construction stormwater permit from the City of Raleigh and DWR to protect the
avoided wetlands on the site. The project will also obtain a stormwater management plan from the City of Raleigh to help minimize indirect impacts to
water quality within the wetlands in the future.
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:
There are no wetland impacts and stream impacts are less than 150 linear feet.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) V
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
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30 % nitrogen
rJ Proposed project will not create concentrated stormwater 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
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
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
W Local Government r State
Local Government Stormwater Programs
F Phase II W NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of Raleigh
Comments:
The site is divided into four areas. Drainage Basin A discharges to the northwest into the existing Darby Street storm drainage system. Drainage Basin B discharges to the northeast to
a culvert that crosses under Darby Street. Drainage Basin C runoff enters the South State Street drainage system and Basin D surface run-off drains into Calloway Drive.
Drainage Basins A, B and D have a reduction in run-off discharge rate while Basin C has an increase that will require two dry detention basins. Stormwater Control Measure (SCM) C1 is
proposed as an underground detention system and SCM C2 is dray detention pond.
The Dry Detention SCMs shall be utilized to meet the City of Raleigh Stormwater requirements for this site. The SCMs will be utilized to reduce the peak discharge rates for the 1-yr, 2-yr
and 10-yr Design Storm. The detention basins are proposed to manage peak stormwater discharge and are not designed for stormwater treatment and do not meet NCDEQ MDC
requirements. The analysis of the SCM includes routing of the 100-yr design storm allowing for a 1-ft minimum freeboard.
The site meets the current City of Raleigh's stormwater requirements for Total Nitrogen export and is less than the 1-year, 2-year and 10-year Design Storm Pre -Development rates.
The site meets the current City of Raleigh's stormwater requirements for Total Nitrogen export and is less than the 1-year, 2-year and 10-year Design Storm Pre -Development rates.
G. Supplementary Information C^U
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.
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 Fuller Elementary School project is a residential development. Additionally, the project is located within the city of
Raleigh ETJ, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1)
the Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition
Best Management Practices may be required that control nitrogen if diffuse flow cannot be achieved; 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 forth is project?*
r Yes r Nor N/A
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
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
r Unknown
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
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 and
within 1-mile of the project boundaries. It was determined based on the search that there is one (1) elemental occurrences that are listed as federally
Threatened/Endangered within or within 1-mile of the project boundaries. The listed species is the Atlantic Pigtoe, a freshwater bivalve. References:
NC Natural Heritage Program. 2019. Geographic Information System (GIS) data. NCDNCR, Raleigh, NC. Available at http://w.nw.ncnhp.org/. (Accessed:
May 28, 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 Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential
Fish Habitat was identified near the project.
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 May 28, 2020, no historic listings or study list
entries or determined eligible listings were identified within the property boundaries. Additionally, no structures epst 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 r No
8b. If yes, explain how project meets FEMA requirements:
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.
Miscellaneous v

Comments
Miscellaneous attachments not previously requested.
Signature
R By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Bob Zarzecki
Signature
�dLE�t�d.
Date
6/14/2020

Environmental Consultants,
Pall, of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: O19) 846-5900
sandec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Fuller Elementary School Renovations S&EC Project #
Date: 2018
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: USACE Raleigh Regulatory Field Office
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) 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 jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. 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 associated standard and special conditions. 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 prior to visiting the site.
PARCEL INFORMATION:
Site Address: 806 Calloway Drive, Raleigh, Wake Co., NC
PIN No.: 1712195802
Lat/Long: 35.754981/-078.623952
Deed B/P: 13625/1724
Watershed: Walnut Creek, 27-34-(4), "C:NSW", Neuse River Basin 03020201
PROPERTY OWNER INFORMATION
Name: Wake County Board of Education
Address: 1551 Rock Quarry Road, Raleigh, NC 27610-4145
Phone No.: [phone] Fax No.: ( ) Mobile No.: ( )
Email: sford2Rwcoss.net
M.J. Desormeaux, Jr.
Asst. Superintendent for Facilities,
Property O ner (please prirkVCPSS, for and on behalf of the Date
/ _ Wake County Board of Education,
�"� oA" _ _ p�ursyerl{p duty delegated authority.
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Project Number:
BZProject Manager:
1" = 250'Scale:
4/30/18Date:
Map Title:
Source:
Figure 2 - Soil Survey Map
4001 Greenfield Parkway
Wake County, NC
Wake County
Soil Survey Sheets 59 & 69
¯0 490 980
Feet
13518.W1

Project Number:
BZProject Manager:
1" = 500'Scale:
4/30/18Date:
Map Title:
Source:
Figure 1 - USGS Map
4001 Greenfield Parkway
Wake County, NC
NC USGS
2016 Raleigh East & West Quads
¯0 500 1,000
Feet
13518.W1
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8
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nui. 474nM47411
1 ' 2 I 3 4
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/ CRIDCAL ROOT ZONE (CRZ, TIP.)
GRADING LEGEND
EXISTING CONTOURS
FINAL CONTOURS
270.4'
EXISTING SURVEY SPOT ELEVA71ON
+
PROPOSED TOP OF CURB SPOT ELEVATION
270.50T
270.50
PROPOSED GROUND/PAVEMENT ELEVA71ON
TW270.50
PROPOSED TOP OF WALL ELEVATION
BW270.50
PROPOSED BOTTOM OF WALL ELEVATION
A51
STORM STRUCTURE NUMBER
EXISTING STORM DRAIN PIPE
0
TCA (TREE CONSERVATION AREA)
RD
PROPOSED ROOF DRAIN
CONSTRUCTION LIMITS
FD
PROPOSED FOUNDATION DRAIN
DISCHARGE LINE. SEE ARCH. PLANS
FOR DRAIN PIPE LOCATIONS ALONG
BUILDING WALLS
PROPOSED STORM DRAIN PIPE
TREE PR07EC71ON FENCE
GENERAL NOTES -GRADING
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
STANDARDS AND SPECIFICATIONS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF CURB,
UNLESS OTHERWISE SHOWN.
J. TOTAL DENUDED AREA = 13 AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNERS
INDEPENDENT 7ES71NG LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PR07EC71ON AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET CZ02.
Z EXIS71NG VEGETA71ON WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS
NOTED OTHERWISE.
8. ANY AND ALL LANDSCAPING AND EXIS71NG TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOL17101V OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
U71LIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION
CONTROL MEASURES BOTH ON AND OFF -SITE
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH
RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING
AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL
APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.01
13. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR
CONNECT TO EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURES. NOTIFY ARCHITECT IF
DISCREPANCIES OCCUR.
14. ALL STORM DRAIN FRAMES, GRATES AND HOOD SHALL BE STAMPED WITH 'DRAINS TO RIVER"
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS.
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA
L STRM DN STRM SLOPE DIA. LENGTH MATRL I INV. INV. ITOP ELEV. DEPTH TYPE NOTES
Al
A2
1.05%
15
38
RCP
266.50
266.10
271.45
4.95 CB
A2
A3
5.69%
15
51
RCP
266.00
263.10
272.60
6.60 CB
A3
A4
1.59%
15
182
RCP
263.00
260.10
272.10
9.10 CB
A4
A5
1.55%
15
142
RCP
260.00
257.80
270.90
10.90 CB
A5
A6
10.00%
15
82
RCP
257.70
249.50
269.10
11.40 CB
A6
A7
8.20%
18
15
RCP
249.40
248.17
253.20
3.80 CB
A7
A8
6.15%
18
190
EX RCP
248.07
236.39
253.20
5.13 DI
A8
A9
0.63%
18
190
EX RCP
236.23
235.03
240.00
3.77 DI
A50
A51
1.71%
15
82
RCP
268.00
266.60
271.50
3.50 CB
A51
A5
4.41%
15
102
RCP
266.50
262.00
271.10
4.60 CB
131
B2
2.03%
15
192
RCP
268.00
264.10
272.50
4.50 DI
B2
B3
5.60%
15
50
RCP
264.00
261.20
270.50
6.50 DI
B3
SCM C1
5.00%
15
2
RCP
261.10
261.00
270.00
8.90 DI
B30
B3
4.60%
15
124
RCP
267.00
261.30
271.00
4.00 DI
SCM C1 B5 9.96% 15 223 RCP 253.20 231.00 265.50 12.30 SCM OUTLET
B5 B6 3.25% 18 40 RCP 230.90 229.60 235.50 4.60 DI
B6 B7 1.47% 18 34 RCP 229.50 229.00 236.25 6.75 CB
C1
C2
1.76%
15
74
RCP
264.50
263.20
269.00
4.50
DI
C2
C3
2.94%
15
34
RCP
263.10
262.10
268.00
4.90
DI
C3
C4
1.02%
15
118
RCP
262.00
260.80
267.30
5.30
CB
C4
C5
1.08%
15
102
RCP
260.70
259.60
267.50
6.80
DI
C5
C6
1.04%
15
48
RCP
259.50
259.00
266.70
7.20
DI
C6
SCM C1
3.50%
15
20
RCP
258.90
258.20
265.50
6.60
DI
0
D1
D2
1.25%
15
24
RCP
274.60
274.30
279.70
5.10
CB
D2
D3
2.71%
15
144
RCP
274.20
270.30
279.30
5.10
CB
D3
D4
2.28%
15
92
RCP
270.10
268.00
276.80
6.70
CB
D4
D5
1.94%
15
72
RCP
267.90
266.50
273.00
5.10
CB
D5
D6
2.51%
15
171
RCP
266.40
262.10
271.80
5.40
CB
D6
D7
2.00%
18
45
RCP
260.90
260.00
271.10
10.20
CB
D30 D3 1.04% 15 106 RCP 271.30 270.20 276.30 5.00 CB
D60 D6 4.08% 15 142 RCP 268.00 262.20 272.50 4.50 DI
D61 D62 0.97% 15 62 RCP 263.00 262.40 266.50 3.50 DI
D62 D6 1.00% 15 110 RCP 262.10 261.00 267.50 5.40 CB
E1 E2 0.46% 18 98 RCP 217.80 217.35 220.80 3.00 CI
E2 E3 0.45% 18 22 RCP 217.30 217.20 220.05 2.75 Cl
E20 E21 0.43% 15 46 RCP 217.80 217.60 219.70 1.90 DI
E21 E2 0.48% 15 42 RCP 217.55 217.35 220.15 2.60 Cl
LEGEND NOTES:
CB CATCH BASIN (NCDOT STD. 840.02), SEE DETAIL SHEET 1. TOP ELEVATION IS TOP OF CURB FOR CATCH
CI CURB INLET (CITY OF RALEIGH), SEE DETAIL SHEET. BASINS, TOP OF RIM FOR MANGLES, TOP OF
DI DROP INLET (CITY OF RALEIGH), SEE DETAIL SHEET GRATE FOR DROP INLETS AND FINISH GRADE
FES RCP FLARED END SEC71ON FOR CLEANOUTS.
A2 STRUCTURE I.D. NUMBER 2. ALL FES INLETS & OUTLETS SHALL BE RCP.
GRAPHIC SCALE
40 0 20 40 80
9
( IN FEET )
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CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106
PE: C-1595
PROJECT INFORMATION
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FOR REVIEW ONLY
DKA JOB NUMBER
1911
WCPSS PROJECT ID:
862-716
REVISIONS
These drawings are the property of Davis Kane
Architects, P.A. They may not be reused for any
purpose without written permission.
160 Copyright © 2020 by Davis Kane Architects, P.A.
BAll rights reserved.
PA: BK
PM: KD
Drawn By: HR/LGG
Plot Date: 5/13/2020
0
DATE ISSUED
PROGRESS SET
05/13/2020
SHEET TITLE
GRADING PLAN
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NOTE.
TOTAL WETLANDS ON-SI7E
0.53 ACRES
TOTAL WETLANDS IMPACTED ON-97E
0.00 ACRES
TOTAL LINEAR FEET OF STREAM ON-SI7E
64 LF
TOTAL LINEAR FEET OF STREAM IMPACTED ON-97E
64 LF
TOTAL STREAM IMPACTED ON -SITE
0.01 ACRES
TOTAL 20' BUFFER IMPACT ON -SITE.•
0.12 ACRES
TOTAL 20' BUFFER IMPACT OFF -SITE
0.04 ACRES
TOTAL 30' BUFFER IMPACT ON -SITE.•
0.17 ACRES
TOTAL 30' BUFFER IMPACT OFF -SITE:
0.02 ACRES
IMPERNOUS AREA FOR PROPOSED PROJECT.•
5.94 ACRES
THIS PROPERTY IS LOCATED ZONE 'X,' AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FIRM PANEL 1712, MAP NUMBER
3720171200J WITH AN EFFECTIVE DATE OF MAY 2, 2006.
APPLICANT INFORMATION:
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SEALS
DKA JOB NUMBER
1911
WCPSS PROJECT ID:
862-716
REVISIONS
PA. BK
PM: m
Brawn By: LGC
Pla[ De e: -lawR
DATE ISSUED
SHEET TITLE
C-2
OVERALL
PORPOSED
CONDITIONS
PLAN

IMPACT LEGEND
TYPE IMPACT
DELINEATION
EXISTING STREAM
IMPACT TABLE
CENTERLINE
ITOP OF STREAM BANK`
Impact
Location
Impact
Feature
Impact
Type
Impact
Purpose
Impact
Amount
Permanent Loss
Impact Amount
Project
Impact (sq ft)
Project
Impact (acres)
Impact Area
Stream
Permanent
Filling
64 LF
0 LF
0
0.01
Impact Area
20' Buffer On -Site
Permanent
Filling
5082 SQFT
0 SQFT
0
0
Impact Area
20' Buffer Off -Site
Permanent
Filling
1889 SQFT
0 SQFT
0
0
Impact Area
30' Buffer On -Site
Permanent
Filling
7276 SQFT
0 SQFT
0
0
Impact Area
30' Buffer Off -Site
Permanent
Filling
107 SQFT
0 SQFT
0
0
Totals:
0 LF
0 LF
0 SF
0 SF
TOTAL 1 0 LF 0 LF
/I
64 LF OFPERMNSTREAMA�O BE FILLED
LIMITS OF DISTURBANCE
GRAPHIC SCALE
ttl 10 p b t0
( �i ■Q1' )
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PROJECT INFORMATION
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SEALS
DKA JOB NUMBER
1911
WCPSS PROJECT ID:
862-716
REVISIONS
PA BK
PM: Q
Brawn By: LGC
PI.- 5-wo
DATE ISSUED
SHEET TITLE
C-3
DETAIL
PROPOSED
CONDITIONS
PLAN