20160373 Ver 4_Riparian Buffer Authorization Request_20190618

Original Submittal 6/18/2019
A. Owner/Applicant Information
Water Resources
ENVIRONMENTAL DUALITY
—10
General Information
_ I _ . _..._
........................................................._...........................................-.........-...................................................-.........-...................................................-.........-...................................................-.........-...................................................-.........-...................................................-.........-...._......
Primary Contact Email:* Deborah E. Shirley
Please list the contact person's enail for questions or payrrent on this project if needed.
Who is submitting the application?* QI Owner
❑ Applicant other than Owner
m Agent
1. Property Owner Information:
............._
1a. Name on Recorded Deed:*
1b. Responsible Party:
1c. Mailing Address:*
1d. Telephone:* 919-604-1928
3. Agent Information:
3a. Name:
3b. Company Affiliation:
Weavers Pond Development Co., LLC
David Berry
(for Corporations)
Street Address
4020 Wake Forest Road, Ste. 102F
Address Line 2
City
State / Province / Region
Raleigh
NC
Fbstal / Zip Code
Country
27609
USA
1e. Email Address:* [e-mail]
3c. Mailing Address: Street Address
Address Line 2
City State / Province / fbgion
Rbstal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent Glick the upload button or drag and drop files here to attach docurrent
authorization form. PCF Only
B. Project Information and Prior Project History
1. Project Information
_............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................

1a. Name of Project:* Weavers Pond -Phase 6 Greenway
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
0 Yes
O No
1d. Subdivision Name: Weavers Pond
1e. Nearest Zebulon
Municipality:
1f. Property Size: 10.78
acres
1g. County (or Counties) where the project is located:*
Wake
1h. Property ID# Date of Purchase
1797-80-1332 (portion) 9/27/2012
Tax RN or Parcel id
fl. Deed Information
Type of Book Book#11 Page#
Deed 014947 01191
Map
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach docurrent
RDF only
1k. How would you like to provide the Latitude and Longitude information?*
f Address Lookup
C' Manually
Latitude * 35.8620 Longitude
11. Is the project located in any of North Carolina's twenty coastal counties?*
C Yes
C No
-78.3313
2. Surface Waters
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ......
2a. Name of the nearest body of water to proposed project:*
UT to Beaverdam Creek
2b. Water Quality Classification of nearest receiving water:*
C; NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
0
(linear feet only)
3. Project Description:

3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The e)asting conditions on site are a partially developed residential community.
Phases 1 & portions of Phase 2 & 3 have been completed. The existing conditions
for Phase 6 area is previous agriculture and grading activities. The general land
use in the vicinity of the project is primarily wooded, some agricultural and
residential.
3b. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurmnt
USGS.pdf 2.97MB
FDF only
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
Click the upload button or drag and drop files here to attach docurrent
SS.pdf 1.51 MB
FDF only
4. Proposed Activity n
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ..........
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
The proposed activity is a 10' wide asphalt greenway path entering Phase 6 off
Golden Plum Lane, traveling on the west side of the lake, crossing over to the east
side of the lake at its northern most point and connecting to Sage Tree Drive. The
purpose of the activity is to provide recreational trails for walking, hiking, biking,
nature study, and more. The greenway will ultimately connect the north and south
sides of Weavers Pond and future greenways that will be constructed by the Town
of Zebulon. Equipment to be used will include typical equipment used for land
clearing & construction.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
Weavers Pond Phase 6 Impact Maps.pdf 754.37KB
FDF only
5. Jurisdictional Determinations iA
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
r Yes
r No
5b. Who did the determination on the jurisdictional areas?
... . __ . _.
Who did the determination?
List name if known
Date
Attach
State
James Graham -formally with
N CDENR
(Nacre if l"mn)
06/06/2014
20.. 3
DW.
Bu..
Le..
pdt only
Corps
James Lastinger
(%rre if known)
01/14/2014
JD..
pdt only
*** Please include the date of the determination and upload a copy of the determination.

Comments:
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?
r Yes
r No
6b. List any permits/approvals that have been requested or obtained for this project in the past.
Application Date11 Date Issued Permit Type
3/20/2018
5/1/2018
Buffer Authorization
Approval
5/2/2017
6/7/2017
Buffer Authorization
Approval
4/14/2016
4/27/2016
Buffer Authorization
Approval
5/8/2015
6/9/2015
404, 401 & Buffer
Authorization Approval
11/16/2005
3/14/2006
404, 401 & Buffer
Authorization Approval
6c. Please explain and detail according to "help file" instructions.*
USACE AID #'s: 200520460, 200620187, 201301731
NCDWR DWQ Project* 2005-2070, 16-0373
7. Future Project Plans
_............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
7a. Is this project a phased project?* r Yes
r No
7b. If yes, explain *
The project has been phased through permitting and construction, see attached
Master Plan.
C. Proposed Impacts Inventory
Buffer Impacts*
_............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 02B.0243)
f Randleman Lake Watershed (15A NCAC 026.0250)
r Tar -Pamlico River Basin (15A NCAC 02B.0259)
r Jordan Lake Watershed (15A NCAC 02B.0267)
r Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason Stream Name Buffer Impact* Impact Type * Zone 1 Zone 2

Total Zone 1 Impacts: 2,286.00
Total Zone 2 Impacts: 17,550.00
Total Buffer Impacts: 19,836.00
Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
.............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
Proposed site design limits available area between lot lines and lake. Zone 1 & 2
buffer impacts for proposed 10' wide greenway avoided to the mabmum extent
practicable. Proposed Zone 1 buffer impacts for the greenway proposed only at
entrance of greenway section off Gold Plum Lane, and at the north end of the lake.
At the north end of lake, the greenway is proposing to utilize an existing dirt path
that is not wooded, and has an ebsting 18" CMP. This northern impact also avoids
the wetlands just north of the lake. No impacts to streams, wetlands or open waters
proposed.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion & Sediment Control plan proposes silt fence, and diversions to sediment
basin.
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
r Level Spreader
r Vegetated Conveyance (lower SMNT)
r Wetland Swale (higher SHWT)
r Proposed project will not create concentrated stormwater flow through the
buffer
PF Other SCM that removed minimum of 30% nitrogen
1b. Describe how diffuse flow will be maintained:*
Per the project engineer: The site stormwater is being treated by a wet pond, and
discharges into an existing storm system. It does not discharge to the buffer.
Stormwater from the lots adjacent to the buffer, and from the greenway, will sheet
flow across the greenway. The Town of Zebulon has agreed to allow us to NOT
provide ditches along the greenway, so that we can provide diffuse flow/sheet flow
across the greenway, as opposed to pipe discharges.
1 c. Diffuse Flow Documentation * Click the upload button or drag and drop files here to attach docunent
Weavers 6-SuppEZ-2018-Version-2.1.1.pdf 1.05MB
Weavers Phase 6 Drainage.pdf 7.22MB
FDF only
F. Supplementary Information
Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
Impact Area 1-
UT to
Permanent
Allowable
2,286.
17,550
Greenway
Beaverdam
(P)
00
.00
Nbp label (e.g. Fbad
Dreek
Fbrmor Terrp
Square
Square
Orossing 1)
Feet
Feet
Total Zone 1 Impacts: 2,286.00
Total Zone 2 Impacts: 17,550.00
Total Buffer Impacts: 19,836.00
Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
.............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
Proposed site design limits available area between lot lines and lake. Zone 1 & 2
buffer impacts for proposed 10' wide greenway avoided to the mabmum extent
practicable. Proposed Zone 1 buffer impacts for the greenway proposed only at
entrance of greenway section off Gold Plum Lane, and at the north end of the lake.
At the north end of lake, the greenway is proposing to utilize an existing dirt path
that is not wooded, and has an ebsting 18" CMP. This northern impact also avoids
the wetlands just north of the lake. No impacts to streams, wetlands or open waters
proposed.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion & Sediment Control plan proposes silt fence, and diversions to sediment
basin.
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
r Level Spreader
r Vegetated Conveyance (lower SMNT)
r Wetland Swale (higher SHWT)
r Proposed project will not create concentrated stormwater flow through the
buffer
PF Other SCM that removed minimum of 30% nitrogen
1b. Describe how diffuse flow will be maintained:*
Per the project engineer: The site stormwater is being treated by a wet pond, and
discharges into an existing storm system. It does not discharge to the buffer.
Stormwater from the lots adjacent to the buffer, and from the greenway, will sheet
flow across the greenway. The Town of Zebulon has agreed to allow us to NOT
provide ditches along the greenway, so that we can provide diffuse flow/sheet flow
across the greenway, as opposed to pipe discharges.
1 c. Diffuse Flow Documentation * Click the upload button or drag and drop files here to attach docunent
Weavers 6-SuppEZ-2018-Version-2.1.1.pdf 1.05MB
Weavers Phase 6 Drainage.pdf 7.22MB
FDF only
F. Supplementary Information
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
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B.0200)?
r Yes
r No
2b. Is this an after -the -fact buffer authorization application?
r Yes
r No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop files here to attach docunent
FDCWP_Master Plan.pdf 10.13MB
FDF only
Additional Comments:
See attached Master Plan
H. Sign and Submit
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act')
o 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 application form."
Print Name:* Deborah E. Shirley
Signature *
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
r Yes r No
r Yes
r No
20160373
4
Stephanie Goss:eads\szgoss
Raleigh Regional Office - [phone]
r•' No Payment Needed
r Fee Received
r Need Fee - send electronic notification

ROADWAY LEGEND
35' B -I3
60' ROW
31' B -B
60' ROW
26' B -B
50' ROW
GREENWAY LEGEND
10' GREENWAY WITH 20' EASEMENT.
DEVELOPER RESPONSIBLE FOR
CONSTRUCTION
30' EASEMENT DEDICATED TO TOWN.
TOWN RESPONSIBLE FOR FUTURE 10'
GREENWAY CONSTRUCTION
IF SINGLE FAMILY:
20' EASEMENT DEDICATED TO TOWN.
TOWN RESPONSIBLE FOR FUTURE 10'
GREENWAY CONSTRUCTION
IF TOWNHOMES:
20' EASEMENT DEDICATED TO TOWN.
DEVELOPER RESPONSIBLE FOR 5'
PRIVATE PAVED TRAIL
LOT COUNTS
# LOTS IF # LOTS IF
PHASE PH.6IS PH.6IS
SINGLE TOWN -
FAMILY HOMES
1 44 44
2A -2C 126 126
2D 86 81
3A 64 57
3B 129 129
4 55 55
5 73 73
6 19 79
7 44 44
8 83 83
TOTAL 723 771
BUILDING SETBACKS
SINGLE FAMILY
PARK
AREA
N/F
WALL PURDY
FAMILY LLC
ISLEY, PHILIP
RANDOLPH
PIN
1797-61-3206
PHASE 8
PHASE 7
FRONT 20'
SIDE 5'
SIDE (ADJACENT TO STREET) 15'
REAR 20'
TOWNHOMES PHASE 6
FRONT 15'
SIDE 15' MINIMUM BETWEEN DWELLINGS AREA HAS THE
SIDE (ADJACENT TO STREET) 15' []HATCHED
OPTION OF TOWNHOMES
REAR 20' OR
N/F SINGLE FAMILY
WALL PURDY
P H A S E 5 FAMILY LLC
ISLEY, PHILIP
RANDOLPH PHASE 3A TOWNHOMES
PIN OPTION DRIVE ACCESS
1797-61-3206
N/F
WALL PURDY
FAMILY LLC
ISLEY, PHILIP
RANDOLPH
PIN 1796-49
-9087
N/F
365
FINCH, N
ELMO
JR DUPREE,
295296
JANIE FPIN
1796-58
368
-1449
/
N/F
/
I
/
FINCH, N ELMO
I
JR DUPREE, JANIE F1
GAIL NAY/OR FINCH
1
1796-57-3989
PIN 1796-58-2232
1PIN
I 1
1
I
304
290
281 278
289
282
305
BMP
288
BUILDING SETBACKS
SINGLE FAMILY
PARK
AREA
N/F
WALL PURDY
FAMILY LLC
ISLEY, PHILIP
RANDOLPH
PIN
1797-61-3206
PHASE 8
PHASE 7
FRONT 20'
SIDE 5'
SIDE (ADJACENT TO STREET) 15'
REAR 20'
TOWNHOMES PHASE 6
FRONT 15'
SIDE 15' MINIMUM BETWEEN DWELLINGS AREA HAS THE
SIDE (ADJACENT TO STREET) 15' []HATCHED
OPTION OF TOWNHOMES
REAR 20' OR
N/F SINGLE FAMILY
WALL PURDY
P H A S E 5 FAMILY LLC
ISLEY, PHILIP
RANDOLPH PHASE 3A TOWNHOMES
PIN OPTION DRIVE ACCESS
1797-61-3206
N/F
WALL PURDY
FAMILY LLC
ISLEY, PHILIP
RANDOLPH
PIN 1796-49
-9087
N/F
365
FINCH, N
ELMO
JR DUPREE,
295296
JANIE FPIN
1796-58
368
-1449
/
N/F
/
I
/
FINCH, N ELMO
I
JR DUPREE, JANIE F1
GAIL NAY/OR FINCH
1
1796-57-3989
PIN 1796-58-2232
1PIN
I 1
1
I
NORTH
0 200 400 6_00
SCALE IN FEET: 1 "=200'
40314021401140013991398139713961395139413931392139113901181
404 412 388 385
377
405 413 387 384
378
406 414 386 383
r 379
407 415
. 382 380
408
416
381
409 417 BMP
410 418
61
411 419 369 60
420 421 422 423 424 425
OLDEN PLU L NE
BMP 432 431 430 429 428 427 426 BMP
POCKET
PARK #4
N/F
MOORE, ANTHONY L MOORE,
ROBERT A
PIN 1796-67-2658
PHASE 2C
(COMPLETED)
I
I
----------------J
I
I
I
PIEDMONT LAND DESIGN, LLP
8522-204 Six Forks Road Raleigh, North Carolina 27615 Tel [phone] Fax [phone]
N/FN/F 1 1
AVERETTE, LINDA G TRUSTEE I CHRISTINA, HARRY
AVERETTE, JAMES R TRUSTEE I DEREK L �� HARRY L.
CHRISTINA, 1 1 THOMPSON
PIN 1797-71-7587 I BRANDI N PIN
1 I 1797-82--5360
PIN
1797-81-3545
� I
m N/F
WALL PURDY
FAMILY LLC
ISLEY, PHILIP
RANDOLPH
PIN
1797-91-4808
m
m
351
0 358 357 35 35E354353 352
359 350
m 36
362 361 349
363 348
364
365
297 298299 300 301 302
366
295296
368
294
293
303
92
367 91
280 279
3
304
290
281 278
289
282
305
BMP
288
283
287 284
277
306
257
420 421 422 423 424 425
OLDEN PLU L NE
BMP 432 431 430 429 428 427 426 BMP
POCKET
PARK #4
N/F
MOORE, ANTHONY L MOORE,
ROBERT A
PIN 1796-67-2658
PHASE 2C
(COMPLETED)
I
I
----------------J
I
I
I
PIEDMONT LAND DESIGN, LLP
8522-204 Six Forks Road Raleigh, North Carolina 27615 Tel [phone] Fax [phone]
N/FN/F 1 1
AVERETTE, LINDA G TRUSTEE I CHRISTINA, HARRY
AVERETTE, JAMES R TRUSTEE I DEREK L �� HARRY L.
CHRISTINA, 1 1 THOMPSON
PIN 1797-71-7587 I BRANDI N PIN
1 I 1797-82--5360
PIN
1797-81-3545
� I
m N/F
WALL PURDY
FAMILY LLC
ISLEY, PHILIP
RANDOLPH
PIN
1797-91-4808
m
m
351
0 358 357 35 35E354353 352
359 350
m 36
362 361 349
363 348
364
365
297 298299 300 301 302
366
295296
368
294
293
303
m N/F
WALL PURDY
FAMILY LLC
ISLEY, PHILIP
RANDOLPH
PIN
1797-91-4808
m
m
351
0 358 357 35 35E354353 352
359 350
m 36
362 361 349
363 348
364
ANN
47
BMP
346
345
344
343
342
341
340
339
338
337
336
335
334
333
332
331
330
329
328
1� POCKET PARK #7
PHASE 3B
N/F
ZEBULON
INVESTMENT
PROPERTIES
PIN
2706-09-0290
1
62 225 2241 ' ( P� ML X193 2D 192 182 PHASE
1223 GO 214
214 213 M194 191 181
l
59 63 222
\ 180
1 rf1195 rl 190
/ \ 238 239 m
58 64 221 BMP 212 ;p 196 POCKET PARK #6
189
98 I
57 C 220 211 fri 188
65
` r , i1 96 99 1 \ 210 197
209 198 ` 187
56 / 217 219 95 100 \� \! /� y 199 \ 186
/ Z 218 \�
55 216 G� 94 101 208 200 185
205 � v
0 78 j 93 102 ` 184 179
54 215 - " _ _ 103 \ 207 204 201 N/F
�/ 66 77 m 79 92 104 \\ / (i 206 203 202 183 177 GARY K. DANIEL
176 PIN
1796-98-6236
m 76 80 91 5' GREENWAY 105 165 178 175 / /
C 67 CONNECT R \ \ 162 163 164 N/F
m 81 gp \ \ 160 161 174 i GLEN C.
53 75 89 106 \ \ 157 158 159 G D NE SHOEMAKER
-0 68 82 107 \ \ 156 NE AR R� 1796-98-7176
O 74 \ \ V 173 -------
Z 87 88 155 171 172
52 0 69 86 108
73 83 84 85 C� \1 149 147 146 145 144 D
7o
51 < 70 72
m
50 71
J49
48
47
f 46
45
120/ 121
\ BMP �'/(J
O
AMENITY
. . CENTER
WAKELON
ELEMENTARY SCHOOL
PHASE 1
(COMPLETED)
N/F
PERRY, STEPHEN THOMAS PERRY,
GANGEL W
PIN 1796-75-0970
O�
IO
!O
PERRY, STEPHEN THOMAS PERRY,
ANGEL W
\ PIN 17966=75-2522 — -
109 1 150 148 N/F
154
i m 170 ANGELTIA S.
�J Y y 151 BROWN
J, ON W LLO 112 111 110 1 i 153 152 143 M 169 PIN
1796-97-5797
6 115 114 113 s 11 215 1 138 139 140 141 142 � 168 i N/F
137
136
228 ; 1 134 135 136 m 167 I DOLORES M
' 71J E PIN
�N I
166 1796-97-4780
227 2'. i 133 H, PE 125 124 123 122
226 129
1 132 128 127 126
225 218 1
131 130 3 \
25 I \
224 1 �
i QP
22.3/ I . Q ``O
f 2.22 � 221 BMP
N/F \ \ \\ \ \ \\
..� WILLIAM K. \\ \\ \ \\ \\ \
1 I PHILLIPS \ \ \
-
1
PARK 11796-87-6188
AREA #3 ' �\ \
/ 1
� 2
10 \ ��i. 3
15
16
17
18
19
20
5
9
6
8 7 /
r____,�
27 28
29 1
30 1
I \ 23
21 22
N/F
EMMA JEAN PIPPIN
PIN 1796-75-6137
MASTER PLAN
41
�, \ ��
PHASE 4
TOWNHOMES
55 UNITS
\ \ BMP I�
LAKE \
1
/
N/F
WATSON FAMILY II, LLC
PIN NO. 1796-96-0562
IN, .....
34
35
- ......
/ 40----------------- N/F
39 38 37 ANNIE BOBB17 MARTHA
. - . . - z RAY BOBBITT
� . RICHARD BOBBITT
PIN 1796-85-4029
---------
/DONALD N/F
R. BASS / / DONALD /R. BASS
/ PIN 1796-85-0222/ 1 PIN 1796-85-0087
PROJECT: FDCUIPSUP
ISSUED: 2'I SEP 2011
DWG. NO: ISI I .I
365
297 298299 300 301 302
366
295296
368
294
293
303
92
367 91
280 279
3
304
290
281 278
289
282
305
BMP
288
283
287 284
277
306
257
285
�
307
. / "' \
256
275 276
•`
7' \
255
274
308
\ 286
273
\ 254
272
\
\
312
\ `
I 253
271 313
311
310
\ 252
309
` 251
1
270
\
250
` \
269
\ 249
314
I
\ \ 248
268
\
267 315
317
318 319
`
1 247
`
266
` f 246
316
265
-320
` 1 245
264
321
`
263
322 D
n
` \
BMP 262
323
1�1 244 261
\
324 G)
`
\ 243
260
325 Z7
\
ANN
47
BMP
346
345
344
343
342
341
340
339
338
337
336
335
334
333
332
331
330
329
328
1� POCKET PARK #7
PHASE 3B
N/F
ZEBULON
INVESTMENT
PROPERTIES
PIN
2706-09-0290
1
62 225 2241 ' ( P� ML X193 2D 192 182 PHASE
1223 GO 214
214 213 M194 191 181
l
59 63 222
\ 180
1 rf1195 rl 190
/ \ 238 239 m
58 64 221 BMP 212 ;p 196 POCKET PARK #6
189
98 I
57 C 220 211 fri 188
65
` r , i1 96 99 1 \ 210 197
209 198 ` 187
56 / 217 219 95 100 \� \! /� y 199 \ 186
/ Z 218 \�
55 216 G� 94 101 208 200 185
205 � v
0 78 j 93 102 ` 184 179
54 215 - " _ _ 103 \ 207 204 201 N/F
�/ 66 77 m 79 92 104 \\ / (i 206 203 202 183 177 GARY K. DANIEL
176 PIN
1796-98-6236
m 76 80 91 5' GREENWAY 105 165 178 175 / /
C 67 CONNECT R \ \ 162 163 164 N/F
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2013-01731 County: Wake U.S.G.S. Quad: NC-ZEBULON
NOTIFICATION OF JURISDICTIONAL DETERMIN
Property Owner: Weavers Pond Development Co, LLC
David Berry
Address: 9407 Bartons Creek Rd,
Raleigh, NC, 27615
Telephone Number: 919-604-1928
am
JAN 17 2014
By: Soil & Errgironmentta Consultants, PA
Size (acres) 47 Nearest Town Zebulon
Nearest Waterway Beaverdam Creek River Basin Upper Neuse. North Carolina.
USGS HUC 3020201 Coordinates Latitude: 35.8602167071409
Longitude: -78.3335180837002
Location description: The property is located adjacent to Weaver Pond Dr., near the town of Zebulon, Wake
County, North Carolina. Aquatic resources on site drain to Beaverdam Creek in the Neuse River basin.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X_ There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on January 14, 2014. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact James Lastinger at 919-554-4884 x32 or
James.C.Lastingernu,usace.army. mil.
C. Basis For Determination: Stream channels on site exhibit an established OHWM. Wetlands on site exhibit
the three criteria as described in the Corps 1987 wetland delineation Manual and appropriate regional supplement.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 3/14/14.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date: January 14, 2014/ / /,,-' Expiration Date: January 14, 2019

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http://pert.nwp.usace.army.mil/survey.html to
complete the survey online.
Copy furnished:
S&EC
Attn: Steven Ball
8412 Falls of Neuse Rd.
Suite 104
Raleigh, NC 27615

NOTIFICATION �TI()Iv OF AD NIINIS`i'RATIVE APPt;111. OPTI+J`�'!t?C'S ,a
t. .
REQIJEST FOR APPEAL `
Applicant: Weavers Pond Development Co, LLC File Number: SAW-2013-01731 Date: January 14, 2014
pp
David Berry See Section below
Attached is: A
❑ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) B
❑ PROFFERED PERMIT (Standard Permit or Letter of permission) C
❑ PERMIT DENIAL D
® APPROVED JURISDICTIONAL DETERMINATION E
F11 PRELIMINARY JURISDICTIONAL DETERMINATION
�oddi"Us$ornega uliartio
ns,a�3��C1�yR,—k'artw331,- -otLa-
A: INITIAL PROFFERED PERMIT: You may acceptor object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
ause of certain terms and conditions therein, you may request
OBJECT: If you object to the permit (Standard or LOP) bec
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• red permit (Standard or LOP) because of certain terms and conditions therein,
APPEAL: If you choose to decline the proffe
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SEGS (Q�JES , Q] ,APPEAL,or, Q131E,QTIOI $„ TO IL] INITIAL PRO) F RED PERI III
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT,,,OF CO T T ICOR;:, UESTIO TS QR.IN OR, , TION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
Raleigh Regulatory Field Office
CESAD-PDO
Attn: James Lastinger, Regulatory Specialist
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr., suite 105
60 Forsyth Street, Room 1OM15
Wake Forest, NC 27587
Atlanta, Georgia 30303-8801
919-554-4884 ext 32
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room IOM15, Atlanta, Georgia 30303-8801
Phone: [phone]

VINLANI I Y MAF
N.T.S
"?HIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF
SECTION 404 OF THE CLEAN WATER ACTIN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF JURISDICTION MAY BE PRESENT ON THE SITE
BUT HAVE NOT BEEN DELINEATED. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS
FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL."
REGULATORY OFFICIA
TITLE:
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PROPOSED ACTIVITY, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
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CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO 1987 CORPS OF
ENGINEERS WETLAND DELINEATION MANUAL."
REGULATORY OFFICIA ;
TITLE: //'illi.
DATE: " / � A/
USAC ACTION 1W 54&- dA J
THIS SURVEY 1S OF AN EXISTING BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A
WATERCOURSE.
SURV YO
LINE TABLE
LINE #
BEARING
DISTANCE
L47
S89°31'34"E
9.41
L48
N49°15'30"E '
. 24.68
L49
N58°2611"E
30.53
L50
N47"47'50"E
22.38
L51
S57°3511"W
17.45
L52
S68°1T07"W
40.45
L53
S57°10'40"W
12.90
L54
N50"5258"W
35.45
L55
N33°4339"W
,10.06
L56
N38`56'06"W
22.90
L57;
N16°00'30"W
19.78
L58
N08°51'42"E
34.98
L59
N15°22'36W
26.36
L60
Nil 5-47'49-W
22.37
LINE TABLE
LINE#
BEARING
DISTANCE
L61
N28°28'42"E
28.44
L62.
N19°17'47'E
42.33
1-63
N26"07'00"E
35.86.
L64
N34°28'35"E
28.95
L65
S84°22'05"W
12.67
L66
S30°32'5T'W
44.23
L67
S19'40'19"W
33.52.
L68
S36'2543W
27.09
L69S22°01'45"W
S59°14'39"W
14.55
L70
828°56`26"E
16.94
12.11(o . i3
DATE
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WAKE COUNTY
BOARD OF K-1
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PIN: 1798-61-9310
DB 11319 PG 1810 K -01W
N/F
WEAVERS POND
DEVELOPMENT
COMPANY, LLC
PIN: 1798-79;,6490
DB 14947 PG 1191
BM 2005, PG 492
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low
EXISTING
30" RCP
W
U
LINE TABLE
LINE #
BEARING
DISTANCE
L71
S26e16'06"W
11.58
L72
S27"4658'W
124.54
L73
S32°03'02"W
23.41
L74
L75
S30'37'07"W
S28°47'37"W
40:13
26.44
L76
S28°3T33"W
3.49
L77
S34°15'51W
6.26
1-78
S48°5T07'W
19.24
L79
S55°46'57"W
38.13
L80
S59°14'39"W
39.96
L81
850°02'07"W
30.80
1.82
S47°05'32"W
35.44
L83.
S50°11'41"W
8.65
L84,
S61°39'37"W
15.29-
5.29L85
L85-
S50°39'32"W
22.07
L86
S47°10'22"W
30.36
301 GLENWOODAVE. 220
R4LEGH,NC 27603
PHONE: [phone]
FAX.• 919-233-0032
www.cegroupinc.com
License # C-1739
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te:
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1'= 40'
R.JH
ecked:
WMD
Project No.
250.03
Computer 0,,j. N.-
280-03 acne -wetland
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NORTH
5heet No:
50' 0 50' 100' 3
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SCALE: 1" = 50'

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
S&EC
Steven Ball
8412 Falls of the Neuse Suite 104
Raleigh, NC 27615
Determination Type:
Buffer Call
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Jordan (15A NCAC 213 .0267)
Project Name:
Weavers Pond
June 18, 2014
John E. Skvarla, III
Secretary
V
��
E S E FV 1z
I._ 0 12014
IBy: Soil & Enyironmental Consultants, PA
Subject: Buffer Determination
N BRRO# 14-141
Wake County
Isolated or EIP Call
i
�I
I.
❑ Ephemeral/Intermittent/Perennial Determination
❑ Isolated Wetland Determination
Location/Directions: Property is located north of Wake field off of Pippin Road
Subject Stream: UT to Beaverdam Creek _
Determination Date: June 6, 2014 Staff: James Graham
Feature/Flag Not
Subject
--Soil
Start
USGS
Stop@ Survey Topo
Subject
To
To
buffers
�
A_-�
buffers
X
culvert
—�-
throu hout X
X
throughout
throu hout X
B
X
Start flag
throughout _ X X
C
X
DX
--__---
- X
E
X
X X
_
X
X
_
G
G �
X
X
Off-site
X
1
X
Off-site
X
EK7�
X
X
-
Off-site
Off-site
X One
X No hCarolma
atUrallr,
1628 Mail Service Center
Raleigh, NC 27699-1628 Phone [phone]
North Carolina Division of Water Resources
Location:
REmp
Internet: www ncwaterauality.ora
An Equl Opportunity/Affirmative Action
oyer- 50% Recycledl10% Post Cons mer Paper

Weavers Pond
Wake County
June 18, 2014
Page 2 of 2
of
Explanation: The feature(s) listed above has or have been located on the Soil
0 0 scale. Each feature that s North
r ked
Carolina or the most recent copy of the USGS Topographic map ata 1:24, resent on theFeatures that are checked
"Not Subject" has been determined not to be a stream or is not characteristics that qualifyPropit to be a stream. There may be
"Subject" have been located on the property and possess
ur property that do not show up on the maps referenced above but, still may be
other streams located on yo
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determinationthe by the
cted
Director. An appeal request must be made within
ownerssixty
is no tfied ofays of this letteate of rs Aletter
request folr a dethe termination by the
party (including downstream and/or adjacent )
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
State, and
The owner/future owners should notify the Divisionfuture torr Resources(including
regarding the subject property (stated
Federal Agencies) of this decision concerning Y
d be
above). This project may require a ou Section
Central office) 1 Permit at (919)-807-6300, r the and the US Army Corp oflEngineers
uirie
directed to the Division of Water Resources
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact James Graham at [phone].
R pe tfully,
�r
q �n
Danny Smith, Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO/SWP File Copy

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Project No. Figure 2-NRC5
8713..W3 5011 Survey - 3_
Soil & Environmental Consultants, PA
Project Mgr.: Weavers Pond 11010 Raven Ridge Rd. - Raleigh NC 27614
55 Wake County, NC [phone] • [phone]
Web page: www.SandEC.com
Scale:
1 " = 1 ,320'
Wake Co 5od 5urvey
8/16/13

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GENERAL NOTES
' TIE TO PHASE
' 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
-' 3B GREENWA� / s ` WITH THE TOWN OF ZEBULON AND THE STATE OF NORTH CAROLINA STANDARDS
I / a\\ AND SPECIFICATIONS.
/
O 256 A 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL 1-800-632-4949)
/ LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
/ i \ c�s� 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
WETLANDS �/` i / \ \\ / �9 �� \ UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
EXISTING 18"CPP /\\ \ PRIOR TO BEGINNING CONSTRUCTION.
ll 349.1' �i \ \ 4. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR RELOCATING ALL UTILITIES IN
INV.OUT: 348.1' / / CONFLICT WITH NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES PRIOR TO DISTURBANCE.
5. THE WET DETENTION PONDS, INCLUDING OUTLET STRUCTURES, AND OUTLET PIPES,
�� ARE CONTAINED WITHIN THE BMP MAINTENANCE AND ACCESS EASEMENT, AND ARE
254 ,o �� TO BE MAINTAINED BY THE HOA.
6. AFTER PAVEMENT INSTALLATION, INSTALL SEDIMENT SACKS PER DETAIL ON DETAIL
' 6' SHEET, ON ALL CURB INLETS.
O
•o
7, THE TOWN OF ZEBULON WILL BE RESPONSIBLE FOR ALL STREET DRAINAGE WITHIN THE
RIGHT-OF-WAY AND DEDICATED PUBLIC EASEMENTS UP TO THE THE BMP'S. ALL
O 253 q0 �� OTHER STORM DRAINAGE IS LOCATED IN AN HOA EASEMENT AND WILL BE OWNED AND
\36 •�': MAINTAINED BY THE HOA. THE BMP'S, INCLUDING ALL ASSOCIATED CHANNELS, OUTLET
STRUCTURES/PIPING, ETC, ARE OWNED AND MAINTAINED BY THE HOA.
� \ I \ x°° \\\ \\ \I \ I � ♦ � I I / '90,36 � •'.:
252 7.0 'Oq0
IN /
251
DENOTES PERMANENT LOT
SWALES TO BE LINED
WITH NAG SC250 LINER
(OR APPROVED EQUAL)
PERMANENT LOT SWALES
N.
250 \ o
EXISTING 8" CMP
249
8 TO BE REMOVED
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WEAVERS POND II 353.74 S•80 ` 353 75 \ `\ S I `\ \ \ \ \ \ RIVER BUFFER
v m PHASE 3A I Q / I I
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PUBLIC/TOWN j
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227 I
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be In accordance orith all Local, State, and
Federal Rules and Regula ions.
PUBLIC UTILITIES
243
(2.
NORTH
0 50 100
SCALE IN FEET
PIEDMONT LAND DESIGN, LLP
8522-204 SIX FORKS ROAD
RALEIGH, NORTH CAROLINA 27615
919.845.7600 PHONE
919.845.7703 FAX\
FIRM # F-0843
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ISSUED: 2019 06 MAY
REVISIONS:
DRAWN BY: MLS
CHECKED BY: JDL
PROJECT: FDCWP6
GRADING AND
DRAINAGE PLAN
DWG. NO. E N G R 4

SUPPLEMENT -EZ COVER PAGE
FORMS LOADED
s,
.aost411
11
1
Project Name'`
5�."
a., ,e , ., ar � r 6, 2,-
2
Pro•ect Area ac'
13
3
Coastal Wetland Area(ac)
Will the vegetated setback remain vegetated?
4
Surface Water Area ac
'
5
1 Is this promect High or Low Density?
6
1 Does this project use an off-site SCM?
10
s,
.aost411
11
Infiltration SystemWON
Name and Title:
7
Width of vegetated setbacks provided feet
F-
13
Wet Pond
8
Will the vegetated setback remain vegetated?
Stormwater Wetland
x�� ,�;�._ ��,�__.. • � . �,••. �
± Y
9
Is BUA other that as listed in .1 003 4 c -d out of the setback?
z19 $4576Q0 ;`
32
Email:
10
Is streambank stabilization proposed on thisproject?
�r '
17
s,
11
Infiltration SystemWON
Name and Title:
12
Bioretention Cell
;;,� �-� sz, 0 �:�• � Vic_
13
Wet Pond
Street address:
14
Stormwater Wetland
x�� ,�;�._ ��,�__.. • � . �,••. �
15
Permeable Pavement
��
-A-
z19 $4576Q0 ;`
32
Email:
16
Sand Filter
E ,���`' �w,�3zN� ���:��}� • • . s, _ � ._
17
Rainwater Harvesting RWH)
18
Green Roof
19
Level Spreader -Filter Strip LS -FS)
WMA
20
Disconnected Impervious Surface DIS,
21
Treatment Swale
a
22
Qry Pond
,,,.,,0
23
StormFilter
x,
24
Silva Cell=
25
Ba alter
Wiz„ rix
26
Filterra
------ C3
FORMS LOADED
Designer a\�t� �k C A
0.
_ 03CI4? t
eA
Seal
Sign �ur. of De igner
90202 mugm9fams
M27
C%
Name and Title:
111-
Saw s;,,Mlke Schneider ;: "'WO
28
Or anization:
r,�•I?LD�-,;-' `
29
Street address:
:, _.
30
Citv. State, Zi
. -•w ,, - a ei
31
Phone number(s):
z19 $4576Q0 ;`
32
Email:
mikes@p�edmorttanddeslgn• oma y :?.
Designer a\�t� �k C A
0.
_ 03CI4? t
eA
Seal
Sign �ur. of De igner
G
C%
Date

WET POND
-Drainage area number
MDC FROM 02H.1050 Ir IL
31 Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
4 Is the SCM located away from contaminated soils?
Yes
5 What are the side slopes of the SCM (H:V)?
3:1
Does the SCM have retaining walls, gabion walls or other
6 engineered side slopes?
No
Are the inlets, outlets, and receiving stream protected from erosion
7 (10 -year storm)?
Yes
Is there an overflow or bypass for inflow volume in excess of the
8 design volume?
Yes
9 What is the method for dewatering the SCM for maintenance?
Drawdown Orifice
10 If applicable, will the SCM be cleaned out after construction?
Yes
11 Does the maintenance access comply with General MDC (8)?
Yes
12 Does the drainage easement comply with General MDC (9)?
Yes
If the SCM is on a single family lot, does (will?) the plat comply with
13 General MDC (10)?
Yes
14 Is there an O&M Agreement that complies with General MDC (11)?
Yes
15 Is there an O&M Plan that complies with General MDC (12)?
Yes
16 Does the SCM follow the device specific MDC?
Yes
17 Was the SCM designed by an NC licensed professional?
Yes
WET POND MDC FROM 02H.1053
181 Method used
SA/DA
19 Has a stage/storage table been provided in the calculations?
Yes
Elevation of the excavated main pool depth (bottom of sediment
20 removal) (fmsl)
341.00
21 Elevation of the main pool bottom -(top of sediment removal) (fmsl)
345.00
22 Elevation of the bottom of the vegetated shelf (fmsl)
344.00
23 Elevation of the permanent pool (fmsl)
345.00
24 Elevation of the top of the vegetated shelf (fmsl)
345.00
25 Elevation of the temporary pool (fmsl)
345.80
26 Surface area of the main permanent pool (square feet)
6378:1
27 Volume of the main permanent pool (cubic feet)
20322 cf
28 Average depth of the main pool (feet)
3.20 ft
29 Average depth equation used
Equation 3
301 If using equation 3, main pool perimeter (feet)
347.0 ft
31 If using equation 3, width of submerged veg. shelf (feet)
6.0 ft
32 Volume of the forebay (cubic feet)
3250 cf
33 Is this 15-20% of the volume in the main pool?
Yes
34 Clean-out depth for forebay (inches)
6 in
35 Design volume of SCM (cu ft)
5325 cf
36 Is the outlet an orifice or a weir?
Orifice
371 If orifice, orifice diameter (inches)
1 in
38 If weir, weir height (inches)
39 If weir, weir length (inches)
40 Drawdown time for the temporary pool (days)
2
Are the inlet(s) and outlet located in a manner that avoids short -
41 circuiting?
Yes
42 Are berms or baffles provided to improve the flow path?
No
431 Depth of forebay at entrance (inches)
36 in
44 Depth of forebay at exit (inches)
48 in
45 Does water flow out of the forebay in a non-erosive manner?
Yes
46 Width of the vegetated shelf (feet)
6 ft
47 Slope of vegetated shelf (H:V)
6:1
Does the orifice drawdown from below the top surface of the
48 permanent pool?
Yes
Does the pond minimize impacts to the receiving channel from the 1-
49 yr, 24 -hr storm?
Yes
Are fountains proposed? (If Y, please provide documentation that
50 MDC(9) is met.)
No
51 Is a trash rack or other device provided to protect the outlet system?
Yes
52 Are the dam and embankment planted in non -clumping turf grass?
Yes
53 Species of turf that will be used on the dam and embankment
sod
54 Has a planting plan been provided for the vegetated shelf?
Yes
ADDITIONAL INFORMATION
Please use this space to provide any additional information about
55 the wet pond(s):
Wet Pond 1 12:36 PM 6/18/2019

SUMMARY OF IMPACTS
IMPACT SHEET BUFFER IMPACTS
# NAME
ZONE1 ZONE2
1 IM.2 2,286 SF (0.065 AC) 17,550 SF (0.403 AC)
TOTALS 2,286 SF (0.065 AC) 1 17,550 SF (0.403 AC)
------ __ - -_ - 1 —
T
EXISTING PHASE
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WEAVERS
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Piedmont Land Design, LLP
8522-204 Six Forks Road Raleigh, NC 27615
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DATE:
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Project No. Figure 2-NRCS
8713.W17 0 1,250 2,500 5,000
Soil Survey , I I I
Project Mgr.:Feet
Weavers Pond -Phase 6
DB Wake County, NC
Scale: • Soil & Environmental Consultants, PA
1" = 1250'
Wake County Soil Survey 8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandeo,com
06/14/2019 Sheets 33, 34, 43 8144

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8713.W17 0 1,250 2,500 5,000
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Project Mgr.:Feet
Weavers Pond -Phase 6
DB Wake County, NC
Scale: Soil & Environmental Consultants, PA
1" = 1250'
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 - Phone: [phone] - Fax: [phone]
2016 NC Zebulon Quad sandeo.com
06/14/2019