20160879 Ver 1_401 Application_20160916

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ENGINEERING & ENVIRONMENTAL SCIENCE COMPANY
3008 ANDERSON DRIVE, SUITE 102
RALEIGH, NC 27609
r' [phone]
A`c ��. ►1T
LETTER OF TRANSMITTAL "" Cl
Date: September 7, 2016
To: Ms. Stephanie Goss r U V
NCDEQ, DWR, Water Quality V f
3800 Barrett Drive 1 r N, 2016 (f
Raleigh, NC 27609
From: T. Patrick Shillington, P.E. —`—'
Engineering and Environmental Science Company (E2S)
3008 Anderson Dr., Suite 102
Raleigh, NC 27609
Subject: Holding Corners
Stream and Buffer Impacts
Preliminary JD SAW -2016-01700
NBRRO # 16-244
136 E. Holding Avenue
Wake Forest, NC
The following are submitted:
- Five (5) copies of the signed and completed PCN.
- Three (3) full sets of the 24"x36" plans and specifications.
- Two (2) full sets of the 11 "x 17" plans and specifications
- Five (5) copies of the Stream and Buffer Impacts evaluation letter from E2S.
- Five (5) copies of the Buffer Determination Letter from NCDEQ DWR.
The appropriate number of copies of these items were also submitted to Mr. James
Lastinger of the U.S. Army Corps of Engineers.
Please contact us if any other items are required to complete your review.

PAT MCCRORY
DONALD R. VAN DER VAART
S. JAY ZIMMERMAN
September 12, 2016
DWR # 16-0879
Wake County
Maycock Environmental
Attn: Robin Maycock
PO Box 27052
Raleigh, NC 27611
Subject: REQUEST FOR ADDITIONAL INFORMATION
Holding Corners
Dear Ms. Maycock:
On September 9, 2016, the Division of Water Resources (Division) received your
application requesting a 401 Water Quality Certification from the Division for the subject
project. The Division has determined that your application is incomplete and cannot be
processed. The application is on -hold until all of the following information is
received.-
No
eceived:
No Check Included
A review of the Pre -Construction Notification (PCN) Form indicates this application
is for _190_ linear feet of stream impacts. Pursuant to 143-215.3D (e), a $240
permitting fee is required to process this application. Please remit a check to DEQ-
DWR, 1617 Mail Service Center, Raleigh, NC 27699-1617.
Pursuant to Title 15A NCAC 02H .0502(e) the applicant shall furnish all of the above
requested information for the proper consideration of the application. If all of the requested
information is not received in writing at the address below within 30 calendar days of
receipt of this letter, the Division will be unable to process the application and it will be
returned. The return of this project will necessitate reapplication to the Division for
approval, including a complete application package and the appropriate fee.
Please be aware that you have no authorization under Section 401 of the Clean Water Act
for this activity and any work done within waters of the state may be a violation of North
Carolina General Statutes and Administrative Code.
Please contact Sheri Montalvo at 919-807-6303 or sheri.montalvo(0-)_ncdenr.gov if you have
any questions or concerns.
State of North Carolina I Environmental Quality I Water Resources 1401 & Buffer Pennitting
1617 Mail service Center I Raleigh, North Carolina 27699-1617
919 7076300

cc: USACE Raleigh Regulatory Field Office
DWR RRO 401 file
DWR 401 & Buffer Permitting Unit file
DWR # 16-0879
Request for Additional Info
Page 2 of 2
Sincerely,
Karen Higgins, Supervis
401 & Buffer Permitting Un'
Filename: 160879HoldingCorners(Wake)_HOLD

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information ---
1. Processing
1a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
X❑ Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
0 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ YesX❑ No
2. Project Information
2a. Name of project:
Holding Corners
2b. County:
Wake
2c. Nearest municipality / town:
Wake Forest
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
ITAC 356, LLC
3b. Deed Book and Page No.
016338-00199
3c. Responsible Party (for LLC if
applicable):
David M. Smoot
3d. Street address:
531 S. Main Street
3e. City, state, zip:
Wake Forest, NC 27587
3f. Telephone no.:
919-669-5151
3g. Fax no.:
None
3h. Email address:
[e-mail]
1 �I
Page 1 of 10
PCN Form — Version 1.4 January 2009
1

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Robin Maycock ; T. Patrick Shillington
5b. Business name
(if applicable):
Maycock Environmental; Engineering & Environmental Science Company (E2S)
5c. Street address:
PO Box 27052 ; 3008 Anderson Dr. Suite 102
5d. City, state, zip:
Raleigh, NC 27611 ; Raleigh, NC 27609
5e. Telephone no.:
919-418-7645 ; 919-781-7798
51'. Fax no.:
None
5g. Email address:
[e-mail] ; [e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 1840385387
1b. Site coordinates (in decimal degrees): Latitude: 35.970244 Longitude: -78.513978
1c. Property size: 7.691 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Unnamed Tributary to Spring Branch
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Neuse
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:
Wooded, undeveloped with 100+ year old pond, mixed pine/hardwoods, with commercial/residential surrounding site.
3b. List the total estimated acreage of all existing wetlands on the property: 0.017
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 469
3d. Explain the purpose of the proposed project:
Development of a multifamily, multi unit residential development, (21 duplexes and 3 single units)
3e. Describe the overall project in detail, including the type of equipment to be used:
Land clearing, grading, excavationtfill with track hoe, construction of roads, buildings, stormwater basin, and relocating utilities
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
© Yes ❑ No ❑ Unknown
Comments: Action ID # sAw-2o1s-o17o0
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Robin Maycock
Agency/Consultant Company: Maycock Environmental
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE- 8/26/16 COE Action ID Preliminary JD SAW -2016-01700
NCDEQ- 8/16116
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ®No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams —tributaries ® Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
11V6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average
number intermittent (INT)? jurisdiction stream
Permanent (P) or width
Temporary (T) (feet)
3g.
Impact
length
(linear
feet)
S1 P Dam construction/Fill UT to Spring Branch INT Corps 3
190
S2 Choose one -
S3 Choose one
S4 Choose one
S5 Choose one
Sg Choose one
3h. Total stream and tributary Impacts
190
31. Comments:
Construction of a permanent stormwater basin.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Temporary
01 - Choose one Choose
02 - Choose one Choose
03 Choose one Choose
04 - Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If Pond or lake construction proposed, the complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Stormwater 0 0 0 190 0
P2 Choose one
5f. Total:
5g. Comments: Stormwater permitting is through Town of Wake Forest
511. Is a dam high hazard permit required?
❑ Yes © No If yes, permit ID no:
5i. Expected pond surface area (acres):
0.23
5j. Size of pond watershed (acres):
4.57
5k. Method of construction:
-9' high dam with riser pipe and barrel, and emergency spillway
6. Buffer impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any Impacts require mitigation. then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
0 Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c.
Buffer Impact Reason for impact
number -
Permanent (P) or
Temporary
6d.
Stream name
6e. 6f. 6g.
Buffer Zone 1 Zone 2
mitigation impact impact
required? (square (square
feet) feet
B1 P Stormwater BMP
UT to Spring Branch
Yes 150 0
B2
Yes/No
B3
Yes/No
B4 -
Yes/No
B5 -
Yes/No
86
Yes/No
6h. Total Buffer Impacts: 150
6i. Comments: Impact Is due to outfall pipe from stormwater BIVIP. Any grading that is perrormed within one afi4hill7pd and revege a
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoided wetlands, minimized land Gearing and footprint of stormwater BMP, avoided Impacts to pond, to buffers, and to streams to maximum extent
practicable
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Slopes as steep as practicable while maintaining stability. Erosion control measures including sift fence, diversion berms, and sediment basins.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ Q Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
© Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested. linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non -riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑x Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Stormwater BMP outlet
I50
3 (2 for Catawba)
450
Zone 2
0
1.5
0
6f. Total buffer mitigation required:
450
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Al disturbed areas will be grassed/stabilized as part of the erosion control measures.
© Yes ❑ No
2. Stonmwater Management Plan
2a. What is the overall percent imperviousness of this project?
32.7%
2b. Does this project require a Stormwater Management Plan?
© Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater permitting is through the Town of Wake Forest. Stormwater management will be provided by a permanent wet detention basin that is
designed to meet the appropriate requirements.
Impact minimization is accomplished by 2:1 (H:V) slopes.
2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Wake Forest
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is this project?
Town of wake Forest
0 Phase II
❑X NSW
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):USMP
HWater Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ®No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply❑ORW
(check all that apply):
❑Session Law 2006-246
®Other: Wake Forest
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
Q Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes
❑X No
use of public (federal/state) land?
1b. If you answered 'yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. if you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
© No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes
QX No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. if you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
City of Raleigh public sewer.
Page 9 of 10
PCN Form — Version 1.4 January 2009

L Endangered species and Designated Critical Habitat (Corps Requireamm
ba. trW this project ar occur in or now an area with federally protected species or
0 yes ®Pio
6b. Have you checked with the USFWS concerning Endangered Species Ad
❑ Yes ® No
impacts?
tic. If yes, indicate the USFWS Field Oftk:e you have contacted.
Ed. What data sources did you use to determine whether your alts would impact Endangered Species or Designated Critical
Habitat?
NHP database
6. Essential Fish Habitat (Corps Requirement)
6a. Wifl this project occur In or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation
0 Yes ® No
status (e.g., National Historic Trust designation or properties significant In
Nath Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would Impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. WIN this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
tic. What source(s) did you use to make the floodplain determination?
FEMA maps
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Pape 10 of 10

CIS
ENGINEERING & ENVIRONMENTAL SCIENCE COMPANY
3008 ANDERSON DRIVE, SUITE 102
September 6, 2016 RALEIGH, NC 27609
Mr. James Lastinger [phone]
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
RE: Stream and Buffer Impacts
Preliminary JD SAW -2016-01700
Holding Corners
136 E. Holding Avenue
Wake Forest, NC
Dear Mr. Lastinger,
Holding Comers is a proposed multi -family residential development. Proposed final
buildout consists of 21 duplexes and 3 single units. The site is located at the intersection
of E. Holding Avenue and S. White Street in Wake Forest, NC (See Figure 1 of
Attachment A).
The site contains a total of 7.691 ac. of land. Approximately 6.4 acres of land will be
disturbed for this project. The total proposed built upon (impervious) area for the project
is 2.515 acres. A Soil Survey Map is provided in Figure 2. A FEMA floodplain map is
provided in Figure 3. The site is not located within any regulatory floodplain.
Streams, Neuse River Basin Buffers, and wetlands locations shown on the plans (Figures
4 and 5) are based on delineation performed by Ms. Robin Maycock L.S.S. as well as site
visits by NCDEQ and USACE staff. The receiving water for the project is Spring Branch
(Stream Index Number 27-23-4-1). The stream classification is Class C, NSW. The site
is not located within the Falls Lake Watershed nor any other water supply watershed, but
is within the Neuse River Basin.
Total proposed impacts include 190 linear ft. of intermittent stream (unnamed tributary to
Spring Branch) as classified by the USACE field personnel and 150 square feet of Neuse
River Basin Buffer. The impacts are due to the construction of a permanent wet detention
basin that will be installed to meet Town of Wake Forest stormwater regulations. Figure
6 shows the extents and locations of the impacts.
Please contact us if you have any questions about this letter.
Sincerely,
j, -
T. Patrick
President
Attachme
-Z4� 1< /i��
Robert W. Brantly, P.E.
Project Engineer
}
cz
c
t
>ec:
Holding Comers is a proposed multi -family residential development. Proposed final
buildout consists of 21 duplexes and 3 single units. The site is located at the intersection
of E. Holding Avenue and S. White Street in Wake Forest, NC (See Figure 1 of
Attachment A).
The site contains a total of 7.691 ac. of land. Approximately 6.4 acres of land will be
disturbed for this project. The total proposed built upon (impervious) area for the project
is 2.515 acres. A Soil Survey Map is provided in Figure 2. A FEMA floodplain map is
provided in Figure 3. The site is not located within any regulatory floodplain.
Streams, Neuse River Basin Buffers, and wetlands locations shown on the plans (Figures
4 and 5) are based on delineation performed by Ms. Robin Maycock L.S.S. as well as site
visits by NCDEQ and USACE staff. The receiving water for the project is Spring Branch
(Stream Index Number 27-23-4-1). The stream classification is Class C, NSW. The site
is not located within the Falls Lake Watershed nor any other water supply watershed, but
is within the Neuse River Basin.
Total proposed impacts include 190 linear ft. of intermittent stream (unnamed tributary to
Spring Branch) as classified by the USACE field personnel and 150 square feet of Neuse
River Basin Buffer. The impacts are due to the construction of a permanent wet detention
basin that will be installed to meet Town of Wake Forest stormwater regulations. Figure
6 shows the extents and locations of the impacts.
Please contact us if you have any questions about this letter.
Sincerely,
j, -
T. Patrick
President
Attachme
-Z4� 1< /i��
Robert W. Brantly, P.E.
Project Engineer

Attachment A:
Figures
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2. Tree survey provided by CS Tree Services, Inc.

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sssno e,seo o s,`�'
Stormwater Basin Schedule a' W m1d JS1 row, ST SCALE: 1 40'
�w—��.�wUr �r ..�r•rarw�. ~� �y DIe.OD JMYG —i 1UlmtI OJ.] 1
MBtl1v
I • i am+ 1 .•a° I aMr 1{Hp ! �m 1 d 10466a 1 i.
Jma6 i 1sa a
111165 Secondary Spillway Cross-Sattion �>b
StormwaterBasinCroas•Seetion ww.1.,.w uelae --- exineewBcaEBvuoBmw,n
ni.�-lsr-
7-Stm17-
St
walnr Plan azuls
I.m1om
R Nddinq Corners C
s..,. s.a�pm srw.,wm non:swwvna sawmvpaeroeamwnaxdwwmarwcnw 136 E. Haldnq Avenue
aeiw an saw ro au,stt E1e1.raa pNrn,ow6 sswe, ce,ertron eeaex Wake Forest. NC

Legend
E..„ � VQont Un" 1' Cwn r Lea
Neuse River Basin Bullar, Zone 1 (W)
--- Neuse River Basm BWrer, Zone 2 (20')
Steam (USAGE Junsdkbon)
- - - - - Buffered SO— (A. par NCOEQ)
Imparted Rlpadan Buf/er
PMpoaed Stormweter Pipe
------ SwWn of S— lir» to beAbandoned
^-- � Sewer Lk1e (Esistlng and Proposed)
Linear Feet of Impacted Stream: 190 ft.
Total Riparian Buffer Impacted: 150 sf
"F
SCALE: 1 "= 40'

K -
Water
Resources
ENVIRONMENTAL QUAUTY
August 23, 2016
David Smoot
531 South Main Street
Wake Forest, NC 27587
PAT MCCRORY
Gm-ernor
DONALD R. VAN DER VAART
Secretary /
S. JAY ZIMMERMAN
Director
Subject: Buffer Determination Letter
NBRRO #16-244
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 26 .0233)
Stream A X Pond
I Throughout property X X
El❑ IntermittentiPerennial determination (where local buffer
Tar -Pamlico (15A NCAC 26 .0259)
ordinances apply)
❑ Jordan (15A NCAC 213 .0267)
(governmental and/or interjurisdictional
projects)
Project Name:
720 S. White Street
Address/Location: 720 S. White Street Wake Forest, NC 27587
Stream(s): Pond and Un -named tributary to Spring Branch in the Neuse River Basin
Determination Date: 08/16/2016 Staff: Erin Deck and Stephanie Goss
Stream E!I/P* Not Subject Subject start@
Stop g Soil I USGS
surveyTopo
Pond X
I X X
Stream A X Pond
I Throughout property X X
*E/IIP = Ephemeralllntennittent/Perennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not beat least intermittent or is not present, Streams
that are checked "Subject'' have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There maybe other streams located on the property that do not show upon the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request mast be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing, If sending via US Postal Service, c/o Karen Higgins;
DWR — 401 cit Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
Division of Water Resources, Raleigh Rc ional Office, Water fatality OperitionS Section http:tiportal.ncdenr.iirtirlwebiwgiaps
1625 Mail Sen�ice Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 1800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

delivery service (UPS, FedFvr, etc.): Karen Higgins, DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and bindinglunless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any Inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
if you have questions regarding eterminatio feel free to contact Erin Deck or Stephanie Goss,.st 919_-...._.___.
i
4erely,
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Robin Maycock PO Box 27052, Raleigh, NC 27611-7052

16-244: 720 S. White Street

Current Property Owner Information
ITAC 356 LLC
531 S. Main St.
Wake Forest, NC 27587-2803
Site Information
Address: 136 E. Holding Avenue
Wake Forest, NC
Deed Book/Page: Book 163889 Pg 199
Pin Number: 1840385387 & 1840388953
(Lots have been combined)
Total Lot Area= 7.691 acres
Zoning: RMX (Residential Mixed Use)
Holding Corners
136 E. Holding Avenue
Wake Forest, NC
Scale: 1 "=500'
Page Index
Sheet 1 Cover Sheet
Sheet 2 Existing Conditions
Sheet 3 Site Plan
Sheet 4 Utility Plan
Sheet 5 Grading Plan
Sheet 6 Erosion Control Plan
Sheet 7 Stormwater Plan
Sheet 8 Landscaping Plan
Sheet 9 Erosion Control Details
Sheet 10 Standard Details
Sheet 11 Standard Details
Sheet 12 Standard Details
Sheet 13 Standard Details
Sheet No.
ENGINEERING & ENVIRONMENTAL
SCIENCE COMPANY
3008 Anderson Dfi— S—, 102
1 3
{8c F
8MV
Raleigh. NC 27609
[phone]
of.

' to SITE^ L...
f' �WAKE
<
1 ORI S'1
VICINITY MAP NTS
SCALE: 1 "= 40'
F go T
R9CA
Tree Survey Legend
SG- Sweetgum
BC- Black Cherry
ER- E. Red Cedar
W- Willow Oak
E- Elm
BW- Boxwood Elder
P- Pine
1, I �m , — - /•:
1 ,
I 1 �s
j
7 Y / 0ER
i3
[ /
ERt t ER (28
30 i
ER 018 / i `; `� BW
ER
BC
p'
24
0 32 )
25t
SG 1?�
`.13
ER
Of
Notes:
1. Existing conditions and topographic elevations provided by Robert Murphy, PLLC.
2. Tree survey provided by CS Tree Services, Inc.
Legend
Property Lines
Existing Sewer Lines
-- Existing Sewer Easement
b Existing Fire Hydrant
® Existing Sewer Manhole
- - Existing 1' Contour Lines
----------- Neuse River Basin Buffer, Zone 1 (30')
Neuse River Basin Buffer, Zone 2 (20')
----- Existing Stormwater Pipe
Existing Overhead Electrical Lines
Existing Power Pole
b Existing Guy -Wire for Power Pole
vm Existing Street Catch Basin
i Existing Tree
Stream (USAGE Jurisdiction)
---------------- Buffered Stream (As per NCDEQ)
NOTE:
PRE-EXISTING HOUSE
HAS BEEN DEMOLISHED
40
W

HANDICAP ACCESSIBLE RAMP
General Nous:
1 NORTX CAROLINA GENERAL STATIRE 13F+A.,. REQUIRES THAT A_L
STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
PROCEDURES, TRAG=IC OPERATIONS REPAIRS, CORRECTIONS OF UTILITIES OR
ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL -FE VIOE SIDEWALK
ACCESS RAMPS FOR THE PHYSICALLY HANDICAPPEC AT ALL INTERSECTIONS WHERE
BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS
OF PEDESTRIANS FLOW.
IN ADDITION. SECTION ffi9 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT
REOUIREE PROVISION OF DEPRESSED CURBS MANY CURB CONSTRUCTED AETER
LY 1, ION WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR
A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ALT IADA� OF 1990 EXPENDS TO INDIVIpUA.S
WITH DSNSWM
ABILITES CGMPREHFE CL RICHTS PROTECTION SIMILAR TO -•CSE
PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX. NATIONAL ORIGIN AND
FEU_ A. THE THE CIVIL RIGHTS ACT OF 1961. THE ADOPTED SIDEWALK
ACCESS RAMPS HAVE BEEN DESIGNED TO COMPLY WI TITLE III OF THE ADA.
THATBECAME EFFECTIVE ONJANUARY 26, INS AND AS AMENDED,
TXE ADA REQUIREMENTS FOR DETECTABLE WARNINGS WERE SUSPENDED EFFECTIVE
MAY 11, 1991.
S SIDEWALIK ACCESS RAMPS SRA.1 BE PROVOTED A- LOCATIONS AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RASPS SHALL BE
LOCATED AS INDICATED IN THE DETML HOWEVER THE LOCATION MAY BE ADJUSTED
AS DIRECT B� THE ENGINEER WHERE EXISTNO 11GHT PGLES FIRE HYDFMNTS.
DROP INLETS, ETC. AFFECT PLACEMENT. AT ALL LOCATIONS, NOT _ESS TION 2 FEE'
OF FULL HF GHT CURB SHALL BE PLACED BETWEEN DOUBLE RAMPS.
OOUB_E WHEELCHAIR RAMPS ARE TO BE INSTALLED Al AL PUBLIC
STREET WTERSEDTXOS WHERE SIDEWALK IS REQUIRED. WHEN SIDEWALK IS NOT
REOUIR=D. CURB IS TO BE DEPRESSED A' ALL RAMP LOCATIONS AS SHOWN
ON DRAWINGS
3 THE WALKING SURFACE — BE SLIP RESISTANT COLORS FOR — RAMP
SHALL BE DARK CHARCOgL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS
D UGHT CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS AND
BE AN INTEGRAL PAR' OF THE LOASTRUCTKO MATERIAL IRON OXIDE
PIGMENT SHALL BE USED AT THE RATE OF N LBS, OF PIGMENT PER CU.
YARD OF CONCRETE.
a NO S.OPE ON THE SIDEWALK ACCESS MMP SHALL EXCEED 171 (12 1) IN
RELATIONSHIP TO THE GRADE OF THE STREET,
6. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS
THAN b' (—) HOWEVER. RAMP MAY EXCEED AO'.
6 USE CLASS A 13000 PSD CONCRETE WITH A SIDEWALK FINISH IN ORDER TO
OBTAIN A ROU NONSKIDSURFACE.
7. A 12' EXPANSION JOINT WILL BE REOUIRED W HERE THE CONCRETE EICEWALK
ACCESS RAMP JOINS THE CURB AND AS SHOWN dN THE STANDARD DRAWING.
HANDICAP SIGNAGE
PENALTY
rxN• > S2SOPto9s afro.
Dumpster Enclosure Notes:
1. Concrete Pad
A minimum of twelve (12) fed wide by fifteen (15) feet deep.
Six (6) inch reinforced concrete (minimum of 3000 PSI).
Concrete pad and the approach must be on the same plane.
2. The Corral
Metal fencing provides the most desirable service
wooden slats are also utilized
- POSSIBLE FUTURE
R.R. TOE OF SLOPE
WETLAND FLAG
\ ETLAND
LAND FLAG \
1
I
1
I
I
I
1
3. Gates
A. Three (3) hinges recommended at the bottom of the gate
A. Metal gaze handles are need to hold the gates open and closed, a hole is
needed in the ground far the open position
C. Soldier Posts are recommended for the back of the corral to prevent the
container being pushed into the corral
22.89'
4471
A..—.- ------------ — — — —
'/
wT Ms . � DSO
Dumpster Enclosure Layout
O O
t )`
iia \� a----►
Note: Neuse River Basin Buffer and wetlands locations are based on delineation performed by Legend
Ms. Robin Maycock L.S.S, and site visit by NCDEQ DWQ staff. Written confirmation of the buffer g
locations will be submitted once it is received. -
- Property Lines
----------- Neuse River Basin Buffer, Zone 1 (30')
NNeuse River Basin Buffer, Zone 2 (20')
,�•
7,Gse ® Street Catch Basin (Existing)
p� Existing Overhead Electrical Lines
`y/4/�Oq �i Existing Power Pole
N=�•3Y 7). O R�
Bq ST P vl
`,k b Existing Guy -Wire for Power Pole
Existing Railroad
R Radius of Curve
A, Proposed 5' Sidewalk
Stream (USAGE Jurisdiction)
r
4Z' - — ---- Buffered Stream (As per NCDEQ)
m
%Py
04- 11
�3T
CpG/S 111
-'IVP
ll
�ee�, eeddedd edddde�fOdde���`. �'��
dedeedeq dejde0� � �� \ -';
• � edBe�ddddde � eeeeddeddeeddeed�• �� � `dgedd>N'ie0 �/
•`��Y' add (/'/obdeed dd'� I/
�deeddeeddd d a + � V II deeddejddeedeeer���� ���� �,A='� .'
,i � FF
•' ^�.,r '
SFR
t
/
Tor
e
Q
A C
'rD
Fkyl.
SAN.
6'
�:/ //:
wT 1111
SCALE: 1 "= 40'
Notes:
1. All mechanical ground and roof equipment must
be screened from view.
2. All handicap ramps, crosswalks, etc. for accessible
ENGINEERING & ENVIRONMENTAL
DATE'
areas shall meet ADA Standards.
r2C
SCIENCE COMPANY
3006 ADGan,D DnVe 6Mite 102
08/24/20)t
3. All proposed sidewalks are 5 ft. in width.
1
}
C J
Raleigh. NC 27609
[phone]
DRAWN
RWB
9,6,E
Holding Corners
REVISED
\•--
ok
Site Plan
136 E. Holding Avenue
09/06/2016
SCALE
s z
Wake Forest, NC
1'-40'
( lsare
Mr. David Smoot
SN..INa.
`'�tsr��;•''
Smoot Holding Company
531 S. Main Street
3
13
Wake Forest, NC 27587
of:

Utility Notes:
1. ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF T -D'
UNLESS SPECIFICALLY NOTED OTHERWISE.
2. ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'4
UNLESS SPECIFICALLY NOTED OTHERWISE.
3. CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN.
4. EXISTING MANHOLES SHOULD BE FIELD VERIFIED FOR RIMS AND
INVERTS.
5. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE
STATE MECHANICAL. PLUMBING, ELECTRICAL. FIRE PROTECTION,
BUILDING CODE ENERGY CONSERVATION. HANDICAP ACCESSIBILITY,
NATIONAL ELECTRICAL CODES AND NATIONAL FIRE PROTECTION
ASSOCIATION CODES AND THOSE ADOPTED BY THE AUTHORITIES HAVING
JURISDICTION.
6. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,
CERTIFICATIONS. EQUIPMENT. ETC. THAT MAY BE REQUIRED.
7. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING
DIMENSIONS.
S. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS /METHODS ASSOCIATED WITH THE PROJECT AS
SET FORTH IN THESE PLANS.
9. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS: FINAL RULE 290FR PART 1926, SUBPART
'P' APPLIES TO ALL EXCAVATIONS EXCEEDING S' IN DEPTH,
10. EXCAVATION EXCEEDING TWENTY 20) FEET IN DEPTH REQUIRES THE
DESIGN OF A TRENCH SAFETY SYSTE� BY A REGISTERED PROFESSIONAL
ENGINEER.
11. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE
USED PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE
OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION.
THE CONTRACTOR SHALL WAVE ANY CLAIM FOR ADDITIONAL COST
RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT.
�I
v
D" E
Legend
W. 'o
DM -
RWB
�C\ 3008 And.- Drive Suite 102
Raleigh. NC 27609
V v [phone]
_. �..�.MA
✓' ,�•
:,fi�����
... �
'qtr
Property Lines
3p E
�II
- ---- Sewer Lines (Existing and Proposed)
a8 06.
�� ����
- Section of Sewer Line to be Abandoned
a"..
David Smoot
Smoot
Existing Sewer Easement
�69SF
Holding Company
-o Proposed Cleanout
531 S. Main Street
® Sewer Manhole
A,
/4
WW 4RpgO
Neuse River Basin Buffer, Zone 1 (30')
9T F
p"
Neuse River Basin Buffer, Zone
WL+K
2 (20')
Stormwater Pipe (Existing and Proposed)
_
® Street Catch Basin (Existing and Proposed)
----------
® Water Meter (Existing and Proposed)
Ate.
T'7 F
D Fire Hydrant (Existing and Proposed)
wEruND: 6 `E1 -D 1. �. '27Z emF
Water Lines (Existing and Proposed)
-----Existing Railroad culvert
Existing Overhead Electrical Lines
°
Existing Power Pole
LA DcuD F
�a
b Existing Guy -Wire for Power Pole
1
+++11 H H Existing Railroad
1
Stream (USAGE Jurisdiction)
................. Buffered Stream (As per NCDEO)
I / � 6
Il\ / ///\�,..-.,,.-'°'� �iweo' ro.:'a roan 2js3T �•&
�I
v
D" E
2 SCIENCE COMPANY
06/24/2016
DM -
RWB
�C\ 3008 And.- Drive Suite 102
Raleigh. NC 27609
V v [phone]
_. �..�.MA
✓' ,�•
:,fi�����
... �
'qtr
,1
SCALE:
�II
o I •�
s�
�
U
�� ����
� I
t 15.472Mr.
David Smoot
Smoot
Sn.•1No
Holding Company
4
531 S. Main Street
Wake Forest, NC 27587
of:ja
IN
12. CONTRACTORS SHALL MAINTAIN AN'AS-BUILT' SET OF DRAWINGS TO
RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT.
DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER
13. LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PUNS ARE
APPROXIMATE OR SCHEMATIC. THE LOCATIONS ARE BASED ON ACTUAL
FIELD SURVEYS AND THE BEST AVAILABLE RECORDS. CONTRACTOR
SHALL FIELD VERIFY LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES AND UNDERGROUND STRUCTURES AND VERIFY REQUIRED
COVER AND CLEARANCES PRIOR TO CONSTRUCTION AND REPORT ANY
CONFLICTS TO THE ENGINEER.
14. ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING 12 -
DIAMETER OR SMALLER SHALL BE SCH, 40 PVC WITH ADHESIVE WELDED
JOINTS, UNLESS SPECIFIED OTHERWISE. MINIMUM SLOPES ON SANITARY
SEWER SERVICES 4' -.Dl IVB. 6'- 0.60 Wk. S'- 0.50 tint. 12'. 028INR
15. WATER SERVICE LINES SHALL BE 1.PVC PIPE TO CONFORM WITH:
NSF 61, ASTM D1785, ASTM D2241, AND ASTM D2672.
ALL WATER SERVICE PIPE INSTALLED UNDERGROUND AND OUTSIDE OF THE
STRUCTURE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 160 PSI.
16. WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS. VERIFY
LOCATIONS PRIOR TO BEGINNING WATER PIPE INSTALLATION.
17. WASTE PIPING SHALL BE CONNECTED TO BUILDINGS STUBS. VERIFY
LOCATIONS AND INVERTS PRIOR TO BEGINNING ANY WASTE PIPE
INSTALLATION.
18. CONTRATOR SHALL CONTACT NORTH CAROLINA'ONE CALL' AT 1-800-
6324949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL
CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENTLY.
19, ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY
OF RALEIGH STANDARDS AND SPECIFICATIONS.
20. SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER,
AND ROOF DRAIN LEADERS TO WITHIN 5 FEET OF THE BUILDING.
CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE
ARCHITECTUAL BUILDING PLANS.
21 SANITARY SEWER SERVICES SHALL BE PVC SCHEDULE 40. UNLESS
SPECIFIED OTHERWISE. CLEANOUTS SHALL BE PLACED NO MORE THAN
tooAPART. CLEANOUTS LOCATED IN PAVEMENT ARM SHALL BE HEAVY
DUTY TRAFFIC RATED CONSTRUCTION.
22, CONNECTION OF SANITARY SEWER SERVICES TO AN EXISTING
MANHOLE SHALL COMPLY WITH THE CITY OF RALEIGH STANDARDS
INCLUDING CORE DRILL FOR OPENING INTO MANHOLE AND INSTALLING
WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED. CONTRACTOR
SHALL PATCH PAVEMENT WITH A SECTION TO MATCH EXISTING
PAVEMENT: 3'1-2, S' ABC OR BETTER
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION
AND/OR RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION
WITH THE APPROPRIATE UTILITY, AGENCY. OR COMPANY.
24. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP
LOCATIONS WITH THE UTILITY OWNERS.
25. IT IS THE THE ACTUAL RESPONSIBILITY
AVVAILABILOF THE LIITY OF ALL EXISTING
XIS RAL CONTRACTOR
AND VERIFY
PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
26. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
CURRENT CITY OF RALEIGH STANDARD SPECIFICATIONS AND DETAILS,
27. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL
UTILITIES TO THE SITE HAVE BEEN INSTALLED.
28. NATURAL GAS ROUTING IS NOT PART OF THIS PLAN
SCALE: 1 "= 40'
^ ENGINEERING & ENVIRONMENTAL
D" E
2 SCIENCE COMPANY
06/24/2016
DM -
RWB
�C\ 3008 And.- Drive Suite 102
Raleigh. NC 27609
V v [phone]
Wall
Holding Corners
REVISED:
�(
Utility Plan
09/06/2016
SCALE:
136 E. Holding Avenue
SEAL
Wake Forest, NC
1•=40'
t 15.472Mr.
David Smoot
Smoot
Sn.•1No
Holding Company
4
531 S. Main Street
Wake Forest, NC 27587
of:ja

Legend
-
- --
-
-
0"412016
°-
RWB
Drive Suite 102
Raleigh. NC 27609
J [phone]
5E f
roperty Lines
-_
_--_
-- ------
_-
09/06/2016
Esse-:,
Existing Sewer Lines
-
1'-40'
Mr. David Smoot
s^ea1NO
n'_S
r s
Smoot Holding Company
isting Sewer ement
531 S. Main Street
ja
Wake Forest, NC 27587
of:
PXoposedCleanout
.... _
. ..
- - -
Sa Manhole
_..:
/4Ro
-- Existing 1' Contour Lines
Ao
—376— Proposed 1' Contour Lines
Proposed Spot Elevation
Grading Notes
_
----------- Neuse River Basin Buffer, Zone 1 (30')
1. Establishment of a permanent ground cover shall be within 15
:..
Neuse River Basin Buffer, Zone 2 20')
(
working days of any phase of grading.
2. Cut and fill slopes shall be stabilized within 15 days of any phase
`
Stormwater Pipe (Existing and Proposed)
of grading.
Street Catch Basin (Existing and Proposed)
3. Streets adjacent to the project shall be kept clean at all times or
be
_ T
x
1
-
. - _ !
�'
Ezistinp Railroad culvert
® Water Meter (Existingand Proposed)
p )
awash station will required.
1 ;
o.;
- -
�_
D Fire Hydrant (Proposed and Existing)
4. Sidewalk details and surface drains and/or drainage between
each building not shown. Ponding water shall not be allowed
against the buildings.
`
FF '
Water Lines (Existing and Proposed)
Existing Overhead Electrical Lines
Existing Power Pole
Existing Guy -Wire for Power Pole
Existing Railroad
&p
Stream (USAGE Jurisdiction)
</
_._._._._._._._.. Buffered Stream (As per NCDEQ)
ovr a,a tT /
N
SCALE: 1 "= 40'
ENGINEERING & ENVIRONMENTAL
D ­
SCIENCE SCIENCE COMPANY
3008 Andemon
0"412016
°-
RWB
Drive Suite 102
Raleigh. NC 27609
J [phone]
5E f
Holding Corners
REVISED:
�tH ,,
Grading Plan
136 E. Holding Avenue
09/06/2016
SCALESEAL :
Esse-:,
Wake Forest, NC
1'-40'
Mr. David Smoot
s^ea1NO
n'_S
r s
Smoot Holding Company
5
531 S. Main Street
ja
Wake Forest, NC 27587
of:

Legend
Total Area of Disturbance: 6.40 acres -NO---_
-- Property Lines
----
!n cF•.wN4,Bau,I:,.�-------__ -__- -__ - � ----- Sewer r I I
�� _ e nes (ExistingProposed) a
sNKA... s1.bakess RR sLsbasse Tisa, - _ -
• 1bY ' wyw = :-_
7�ralf7age-ArBa i••
Existing Sewer Easement
T Frac F..' ()62ae} Oo
Proposed Cleanout
1r -
�� "" Sewer Manhole
• Hyl flI>d �ImdB9iGra10agB Arelt
I.
w-, 7da,s nor%• ` _ _.. _ � _ __ _ - - _ _� -�-� -375- Existing 1' Contour Lines
QN' r fAv ; - -` \w /4-' -375-Proposed 1' Contour Lines
us
. skrp4u p, ;a,T mkHpbNMaN g �+ �FailtBge/1re_ F'\ 0'40 ---------- Proposed Spot Elevation one
shi nw �r hen21• -_ - -- Tqq('b Neuse River Basin Buffer Z 1 (30')
•
sB,FY+ I w ) T-0B}a
,4 dMn 5o r«L ' , _ - '> \ Neuse River Basin Buffer, Zone 2 (20')
I 1I� 5' BreaSYr Slorw T... _ _ _ .. I \
nK
I St t d
ormwa er Pipe (Existing an Proposed)
i
All
nm udah«w'W _---' / �` ® Street Catch Basin (Existing and Proposed)
/
d.
4.I pnmcJm MK1 - A / / �.� Note Upslope wafer shed of 5.26 acres passes through
' w /""�' - FTuyOffnd`. c• �� Railroad culvert. ® Water Meter (Existing and Proposed)
p.r •M] IN appN.WYI Br BN pYmailq,wNXRy `-\-�.
e�•B,.-Y,.,rt,.„,B„ �.,r.Y,w„i,„N,Im,,,�,,.„wh,,,< _ __ - % �. � ��� � D Fire Hydrant (Existing and Proposed)
- . wr, : --' r Existing Railroad culvert Water Lines (Existing and Proposed)
Existing Overhead Electrical Lines
i c
All emsion control measures must be inspected at leas, meekly and after each 0.5" rain event. c 0 F 4 "'>
pectiun rccmdsandrmn �' Existing Power Pole
F. C actions mus, be Laken immediately,tns gauge are to kept i F
un
site /FF __. - tZ� �\
sr;d Existing Guy -Wire for Power Pole
CONSTRUCTION SEQUENCE / , `. _ "°.,r I - '\ '� a�� �+++H+1 Existing Railroad
N`
1. Obtain letter of plan approval for sedimentation and erosion control from F F -� \ �•M✓
of Wake Forest.
ToLimits of Disturbance
wn 6 ,IF s4 FFf _ / s2
2. Install Construction Entrance at entrance from E. Bolding Avenue. Stream (USAGE Jurisdiction)
3. Install Sediment Basin No. 1 and associated diversion berms. _ -y
a. Install Sediment Trap No. 1 and associated diversion berms.-•-•-•-•-•-•-•-•• Buffered Stream (AS per NCDEO)
5. Install 24" RCP to pipe through off-site water. If necessary, build coffer
tlam antl pump wafer to Sediment Basin #1. show
6. Install temporary diversions, silt fencing, or other measures as on
the approved plans. Clear only as necessary to install these devices.
7. Begin clearing, grubbing, rough grading site.
8. Stockpile sufficient amount of topsoil to cover 3 -inches over
landscaped areas at the end of the project.
9. Install catch basin inlet protection.
10. Establish ground cover on graded slopes and fills within the time frames
on the Ground Stabilization Table shown above.
11. Stabilize site as areas are brought up to finished grade With vegetation
or paving.
2. When consVuction Is complete and all areas are stabilized completely ` _ 0 s J \ y ; f iSSE---
call for inspection by Environmental Inspector.
13. Flush and clean all stormwater system pipes. Clean and remove I e F 1
sediment from temporary sediment holding devices.
y RF a
14. Revegetate per the vegetation schedule.
V
SCALE: 1 "= 40'
N
X
EROSION PERMIT NOTES
1. A LAND DISTURBING IE&SCI PERMIT IS REQUIRED FOR PROJECTS OVER 0.50 ACRE. IF MULTIPLE LOTS WITH LAND
DISTURBANCE OVER OSO ACRE TOTAL ARE EITHER CONTIGUOUS OR NON{ONDGUOUS IN THE SAME SUBDIVISION,
BEING TAKEN DOWN BY THE SAME BUILDER/OWNER, A LAND DISTURBING PERMIT IS REQUIRED. THE COST OF THE
PIAN REVIEW AND PERMIT IS S400/ACRE ROUNDED UP (1.1 ACRES • 2 ACRES @ $401"5800). THE FEE IS DUE
AT TIME OF PLANSUBMITTAL. DEVELOPER 15 RESPONSIBLE FOR INFORMING BUILDER OF E&SC PERMIT
REQUIREMENTS ON INDIVIDUAL LOTS.
2AF ADDITIONAL ACREAGE IS ADDED TO AN EXISTING PERMIT REVISED FORMS, PUNS, AND ANY ADDITIONAL FEES
MUST BE SUBMITTED
3. IF OWNERSHIP OF A PROPERTY HAS CHANGED A REVISED FRO MUST BE SUBMITTED,
4. IFA PROPERTY 15 TAKEN OVER BY THE BANK, THE BANK SHALL CONTACT THE TOWN AND REPAIR ALL EROSION
CONTROL MEASURES TO TOWN/NCOENR STANDARDS. THEY SHALL ALSO SUBMIT A NEW FRO FORM.
5, IFA PROJECT IS NOT COMPLETE WITHIN TWO YEARS, THE PLANS MUST BE RENEWED AT $250/ACRE. A REVISED
SETOF PUNS MAY BE SUBMITTED IF ACREAGE HAS ALREADY BEEN DEVELOPED AND A CERTIFICATE OF OCCUPANY
HAS BEEN ISSUED.
6, AN EROSION PRECONSTNUCTION MEETING MUST BE HELD WITH THE TOWN OF WAKE FORESTPRIDR TO START
OF ANY WORK, INCLUDING INSTALLATION OF EROSION CONTROL MEASURES, DEMOLITION, CUTTING TREES, AND
GRUBBING. CALL ENGINEERING AT [phone] TO SET UP A MEETING. ALL PUNS MUST BE SIGNED AND COPIES
RETURNED BACK TO THE TOWN I WEEK PAOR TO PRECONSTRUCTION MfETING.
7. THE OWNER, GENERAL CONTRACTOR, GRADING COMPANY, AND EROSION CONTROL INSTALLER MUST BE
PRESENT AT THE PRECONSTRUCION MEETING.
B. THE E&SC PERMIT AND NAMES GENERAL STORMVATER PERMIT WILL BE GWEN OUT AT THIS MEETING
Construction Entrance
D�
wT
�Rm
E
Erosion & Sedimentation Control Construction Sequence Notes\
LAFTER THE PRECONSTRUCrtON MEETING I5 NEW. THE CONTRACTOR CAN INSTALL INRML
EROSION CONTROL MEASURES ONLY, THIS INCLUDES BUT ISNOT LIMBED TO CONSTRUCTIONp
ENTRANCE, LLT FENCE, PERIMETER DIVERSION DITCH, CHECK DAMS (ROCK OR WADDLE TYPE),
TRE f PROTECTION FENCE,EKISITNG INLET PROTECTION, SKIMMER SEDIMENT BASINS, AND
u -
SEDIMENT TRAPS. CLEAR ONLY AS NECESSARY TO INSTALLTHESE MEASURES.
\
2. CONTRACTORISRESPOID
NSIBLE MR E&SCWEEKLY INSTALLATION AND MAINTENANCE G
VIKnx
INCLUDING DATES OF TEMPORARY/PERMANENT GROUND COVER, A RAIN GAGE, COPY OF
TDWN SIGNED PIANS ONSITE, REVISED SIGNED PIANS,NPDES LOG, AND CONSTRUCTION BOK
Y� 'R
MUST BE PRESENT AND EASILY ACCESSABLE ONSITE.
u
3. ONCE MEASURES ARE INSTALLED, COW OR/FRO TO CALL TOWIr MR AN INITIAL
INSPECTION. IFS" PASSESINSPEL ON,ACERTIFI-Of COMPLIANCEWILLBEBSUED.
CONTRACTOR CAN NOW BEING CLEARING, GRUBBING, AND GRADING.
4. CONTRACTOR TO MAINTAIN ACCESS ROA D AOR EMERGENCIES AT ALL TIMES.
I
5. PHASE PROJECTTDLEAVE ASUTl1F GROUND OPEN ASPOSEIBLE
TEMPORARILY SEED, STRAW AND TACK DROSEEDN
WHIN 14 DAYS of ANY OF
YTe.m
G I
RADIXG.INClOpNG SLOPES. SEED BASINSS AND DITCXESIMMEDITEALY AFTER CONSTRUSmUR10N.
7, PRIOR TO REMOVAL OF TEMPORARY MEASURES OWN MUST APPROVE REMOVAL. ALL
AREAS ABOVE TEMPORARY MEASURE MUST HAVE 85%GROUND COVER.
ENGINEERING & ENVIRONMENTAL
DAA
B. THE TOWN OF WAKFFOREST CONSTRUCTION INSPECTOR WILL EVAUUTE THE SITE ATI£45T
ONCE A MONTH. FORM WILL BE EMAILED TO THE
�\
SCIENCE COMPANY
00/24/2016
A COPY Of THE INSPECTION
FPO. THE WEEKLY EROSION LW AND NPDES LW MUST BE ONSITE AND AVMIABLE MR REVIEW.
3008 Anderson Drive Suite 102
D, _
9. If THE SITE G FDUND OUT OF COMPLIANCE A NOTICE OF VIOLATION WILL BE ISSUED GIVING
J
Raleigh. NC 27609
[phone]
RWB
THE CONTRACTORAR07 WORKING DAYS TO REMEDY THE PROBLEM. IF THE SITUATION IS NOT
RESOLVED WITHIN THE TI ME PERIOD A FINE MAY BE ISSUED.
916/16
Holding Corners
REVISED:
Erosion Control Plan
09/06/2016
10. IF SEDIMENT LEAVES THE SITE A FINE MAY BE ISSUED UP To $$,- PER DAY PER VIOLATION.
IF SEDIMENT ENTERS A BUFFER, STREAM. OR WETWID N CDWQ WILL BE NOTIFIED. THEY MAY
}\
Sf CAR
136 E. Holding Avenue
SCALE:
ISSUE FINES UP TO $25,M PE R DAY PER VIOLATION-
`
Y'
Wake Forest, NC
1"_40'
S. ALL THE FINAL
UPONCOMPLETIONANY
1
SEAL
15472 /,
BEITEMS, HERE UST K 85%.APUNCHUST DCOVR O
GENEREATED ADDRESSING ANY REFRAINING IIFMS. THERE MUST BE 85%GRW NDCOVFP ON
ENEREAED AD REMAINING
THE ENTIRE STIFF PRIORTOACERTIFICATE OF OCCUPANCY IF THE SITE IS FOUNDTOBEIN
I
y
i� ERGM'c�' ��,
Mr. David Smoot
Smoot Holding Company
SHa•t No.
6
COMPLIANCE AN EROSION CERTIFICATE OF COMPLETION WILL BE ISSUED.
jJ'F/y�
[Crl
"L'R
531 S. Main Street
Wake Forest, NC 27587
Dt:13

Stormwater Basin Schedule
Rewiretl Su prowdad Sunepe Area
et normal >a et rwrmd Pack Ebva9on for Pask Ebvaeon for
Basln No, 65%TSS removal Pod 1 24 -hr storm tOPyr, 24hr ctortn
(swam fLl lawere f[) Normal Pod Ebvetio Tap d Berm arvanon y'' 1H.I IhJ
1 5,873 8,590 1 349.00 1 351.50 349.45 350.56
Normal Pool
Basin 1 349.00
2
Forebay
Bohom of Forebay
Basin No. 1: 342.00'
W
C'
Permanent Pool Volumes
Pr Devalopmanl Runoff
Cumulative
Storage Vol.
cf
/ - - ------ _
\
Total Lot Nea
1 -yr, 24 -hr Runoff 10 -yr, 2d -hr R-.11
-
-- --------- —
344.00
m. Its
345.00
488 cf
3,469 cf
7.691
115.03��- 61,69—
6,388 cf
347.00
3,102 cf
10,465 cf
348.00
4,878 cf
15,819 cf
349.00
_ _
7,195 cf
Post-Develapnx Rurw6
_ r_
-y
,ai or.,ra9.
Ana Dninlre to Ba4n 4.571
Imwrvla�s
2.515
_
Rwnwnd.rd to 3.1zo
TOTAL ].891
o.00 05: 6,w
2515 I. 1256
t],aa
32.16
An.,.nenuati°n LY retaman beam.
1N01. 55'42•
Win
-
r
i
eR /
Stormwater Basin Schedule
Rewiretl Su prowdad Sunepe Area
et normal >a et rwrmd Pack Ebva9on for Pask Ebvaeon for
Basln No, 65%TSS removal Pod 1 24 -hr storm tOPyr, 24hr ctortn
(swam fLl lawere f[) Normal Pod Ebvetio Tap d Berm arvanon y'' 1H.I IhJ
1 5,873 8,590 1 349.00 1 351.50 349.45 350.56
Normal Pool
Basin 1 349.00
2
Forebay
Bohom of Forebay
Basin No. 1: 342.00'
W
C'
Permanent Pool Volumes
itrlrnnp Vnli IrT1pC
Basin No. 1
Basin No. 1
Cumulative
Storage Vol.
cf
Elevation
Cumulative Storage
(Forebay Only)
Cumulative Storage
Treatment and Forebay)
343.00
-
507 cf
344.00
1,552 cf
345.00
488 cf
3,469 cf
346.00
1 • 1 c
6,388 cf
347.00
3,102 cf
10,465 cf
348.00
4,878 cf
15,819 cf
349.00
_ _
7,195 cf
23,116 cf
itrlrnnp Vnli IrT1pC
Basin No. 1
Surface Area Incremental
Stora a Vol.
Elevation (square ft.) c
Cumulative
Storage Vol.
cf
349.00 8,590 0
0
350.00 12,792 10,691
10,691
351.00 14,937 13,865
24,556
Stormwater Basin Cross -Section Invert of Emerg. Spillway Too of Berm
Too of Vee. Shall Basin 1: 351.50
Bazin 1'. 349.83 Basin 1:350.00
Forebay Berm
Basin 1:350.00' \
r. 349.Nermal Pool Invaof 24- CMP Riser
\\l\ Basin 00 n
Basin 1 346.17' Basin is 349.00' Veg. Shell
(6:1) 3:1
1
5 ~ i IVag, $ham 3'.1 3:
Invan 342.00
Sad: Store a 04: - 18" CMP. L-74', x.0.0135 fU8
Bohom of Basin
Basin No. 1:341.00' NOTE: BASIN WILL BE USED FOR EROSION CONTROL DURING CONSTRUCTION.
CLEAN OUT BASIN TO DESIGN ELEVATIONS PRIOR TO USE AS WET DETENTION BASIN.
Secondary Spillway Cross -Section
m
Legend
Property Lines
----- Existing Sewer Lines
Existing Sewer Easement
-0 Proposed Cleanout
® Sewer Manhole
Existing 1' Contour Lines
—375—Proposed 1' Contour Lines
. n Proposed Spot Elevation
----------- Neuse River Basin Buffer, Zone 1 (301
Neuse River Basin Buffer, Zone 2 (20')
Stormwater Pipe (Existing and Proposed)
® Street Catch Basin (Existing and Proposed)
®Water Meter (Existing and Proposed)
Railroad culvert D Fire Hydrant (Proposed and Existing)
Water Lines (Existing and Proposed)
Existing Overhead Electrical Lines
Existing Power Pole
b Existing Guy -Wire for Power Pole
Existing Railroad
Limits of Drainage Area
Stream (USAGE Jurisdiction)
Buffered Stream (As per NCDEQ)
SCALE: 1 "= 40'

S I'T �' 5
(, \b'AKE
PORES'I'
�Wh
J,
•��,„tum
\ \ >'
VICINITY MAP NTS
SCALE: 1 "= 40'
NWIIIIII©II�F�1�'i1R(SIC 1�..
®®®®®IIIIIIII�IIIIIIIIII�
�v�f
C � -
IC+minus anulus Fnipin
�n mM�l.2 Ulmer
�n ne4m.x crown
.se9nwn
so
cs
Gneey aMioe4
IOuercu comnsal
EPEM1EN �9EE5 FOq 29'
JwOxx lcs
n 6 n,10 mw
eno
CAqq
Smtl Tm
eue ICerosu eoxis¢Rome,
npn. r.5'ealar
m. NNen.'vewn rN
x
O
Gnoqr
IGimo Noes -1
gm. rales. a
IS2M1a 51..5m <aTne
50' n Iwgln.90 wwn C.a
nM4rn 3n eewn du
N s
g0
25r •
W*
i W • S22
G
--wEfCl�iD +
� W_TUND FUG
UND FUG
I
28�
r4G
• 27 / /
P ll
• BC
9SG
• BW
2
Tr
i 25' -
Note'. caliper measurements for all trees shall be taken at six inches above the ground. The minimum plant sizes shall be approximate, provided
the intent of these requirements is not compromised. shrubbery for screening purposes must be at least 30' in height at time of planting.
Plant substitutions may be may be made I approved in writing by authorized Individulal in Wake Forest Permuting offices.
N r>,
• P
P
&28
W
rw►.wfl.twlMr.+l,a
Rq��Rogo TRgc
k
ar
ss<wnri axema.r rwcxeosa, ro rwever�serr, xo -�-.e w. ms .-m�sw z
TREE PLANTING AND STAKING DETAIL
TREE PROTECTION, (8'x8')
SEE DETAIL
Tree Survey Legend
SG- Sweetgum
BC- Black Cherry
ER- E. Red Cedar
W- Willow Oak
E- Elm
BW- Boxwood Elder
P- Pine
Sight Triangles
A N
d•
Legend
Property Lines
Stormwater Pipe (Existing and Proposed)
® Street Catch Basin (Existing and Proposed)
Water Meter (Existing and Proposed)
D Fire Hydrant (Proposed and Existing)
Existing Overhead Electrical Lines
Existing Power Pole
l� b Existing Guy -Wire for Power Pole
ProposedTreeline
Existing Treeline
22` 'Existing Tree To Be Removed
E
Existing Tree To Be Removed Requiring
W Replacement Trees ((8) 3” Cal. Trees per
3 Urban Forester.
fir � 1►- ���
W 4 �H.- a�ika.4�.n. .w .w wro e2n �rFw a ns*ue2.
rY .iL•.m ii x-m.r..„.
w".;w„ •t�Y'<�` ®� . kEa . e gs..wwxe
e- .< ..o<,,.r...,..o.,..w. .rxn m�«:P.�a...„„sxax-,.,,,•„o..-„.rr.: -� �
_ �d-ewu-
1"yMx..-. rtx m.sx� cw.oc wwresu
air a,'
Mnw Imo,
10-
-Ge- L /-Cw.12.c0E, xo
\CN No+M eEr'.
11121-111
TREE PROTECTION DETAIL xcoMq� ogwBED -PLANTING DETAIL
110
I"
11111111011=0111119
114111,
X
Oil
I
6
fir � 1►- ���
W 4 �H.- a�ika.4�.n. .w .w wro e2n �rFw a ns*ue2.
rY .iL•.m ii x-m.r..„.
w".;w„ •t�Y'<�` ®� . kEa . e gs..wwxe
e- .< ..o<,,.r...,..o.,..w. .rxn m�«:P.�a...„„sxax-,.,,,•„o..-„.rr.: -� �
_ �d-ewu-
1"yMx..-. rtx m.sx� cw.oc wwresu
air a,'
Mnw Imo,
10-
-Ge- L /-Cw.12.c0E, xo
\CN No+M eEr'.
11121-111
TREE PROTECTION DETAIL xcoMq� ogwBED -PLANTING DETAIL

Silt Fence Details
Silt Fence Specifications
1. slat revs roan h a nuwmum 4 5 h Iona. w'ngn a vunuuum of 1.3 Ibrcr. me
M1ave rr.j«uwu r. and m fN,mNg Ne wve or tonne 51«1 p.stx sndl dso
nave a a- plat welted ora Ne bonom such Nal when Ne poo o driven
,n de proper depth,,M plae -n h, he m. lc p.wdI frena Ma 0o,
2 Woven W ve Fea,a shoo mv(orm rn Ne reywrevevu of ASTM A 116.
CWr l voc mvmg for wve. TM1c tenet Nen M V Iry 32 m high and shall
Fare n fru, 61inc Ihwa.n,ab wires. Stu (vmual) artea sMll ne rpaeW
12 m.1.1 The 1np and hnnnm whcs.hall he In gage All n,bn wau• Nall
be 12"-
I
2v, gape3. Fd,a Fake shall nc compnxe n11— -1-I ng of Inng cM1an zynNcu<
r.lvnnz mvs�.wd.f., Icai s5a by -01 of r^Ivvlehnr, pnkconz. ,m
P,lY: 11, Ill- lWl be f.ro.:d Ym„ a,xvw,vk neh,na as, am filaments
doo,ol til r,ahihn «Imrve 1. cwA non. Toe fNn fabric Nati
be ha nfeany vwmen, nr coving wheh,mgh, adv ], aver 1n phyoul
pr,mauez inn to Wu The f.lvic than Ito I - of def«1'rc ris-wiueb
vpd0cmdv ail«, io phvsei mJluz fiM1cmx m +� Ilw fsbnc Nell have
a nanlmnnr w,mn of 36 ,mm�.
TM, Lala Lohse Nall mm tiollbW wiN -0,k wrappig fm '.-asoma,
mm.1m.. ani esmlNd a@avioln priorm pi -o, l
Tin, fila fah- shall meet de f -I, orwawm phyoml rcqurrmlevts:
PROPERTY. TEST 3tETHOD RR mRED VALUE
Tensile Sym N
ASTM D 4632
Mtn Newom (90161
17.
A.5TMn 4.12
esoG-rake selrm ne
> 505:-taMc rc9,dre.nvm
wve ba
Appvrn, Opcnmg S- uoS, ASTM D4151
atH vi oso. i :S. Siwe a20,
Pnm,ivin
A.tTMD.11
all S«-
Ulvavi.Ic,S,abeiwocWmvl
ampN afar SW Wz of
ASI'M D 4355
Tnx.
vcocb Nati he ft ren roe ur.-odc.l Nc rnilento.
11c sits ren« ZI; - ere vux6 und.xlad al, 0. w,,, fvi 0e vmam4a
.r Its, robot w,d,n The umcb shall Nen be hadtdled avd,avprd Sit, I.
fahnn shall he ipbced oguhnonly.,mPPmm�g P.uzwnhartun,mumof
w nr revamp arM N mete a mvom ,. prcvml zili 6.m r••`ine Mw�
de,w.mN n, Nc uae,d lmuuaowr, uw labnc tutu n, ny«yea u n ti, aov
erfrn:. ammnahm, m.Nn aar,,.pr mrmrra aarmp „wl.fanwe,
uansponmon. or swage
Silt Fence Maintenance Considerations
1. Inspect silt fences a, leas, once a week and suer each rainfall. Make any required ,paus a uved,a,ely
2 BhoWd the fabric of a sedimem fence collapse. Lear. decompose or become ineffective, replace i, promptly
3 osi- ` thPed' ne�fen e�tsTake`eare [o atv ria udenmd`uvar Le fevge doziv leranounezt rain avd w
presswe un gt gc
4 aafeier�he cwfvibuung d'v,MJgi area of bleen�propedy sro, bong the arra to grade aad nabNzr e
SEDIMENT TRAP DETAIL
ern::-SAeHon Q_nrN0or<5---
leooar nrma .. 7y t'�..�-4.
L5 ��
fahrr
r1U1 Vi- r aaMlserl ter
1-_ Jit ,r} MEW Eyd
T m 33
Naa
Ywbnr m3,.
SEDIMENT TRAP SCHEDULE
Example Calculation for 10 Year Peak Flow Rate
(1)10 -year peak Flow rate i. ha.sed on calculaunns using the Rational Method Q --CIA
(2) Rogtured Surface Area for Sediment Trap hascd nn 435 sf per cfs of Q 10 peak inOnw. C=0.50 for disturbed/graded soils
(3) Required Volume is based un 3600 cf/ac, of disturbed area I=7.22 idtu fm 10 -yr storm Tc=5 min.
Q=(0.50)(7.22 iMu)(0.62 ac)= 2.24 cfs
CONSTRUCTION ENTRANCE/EXIT
Notes:
L Clear the entrance/exit area of all vegetation, routs and other objectionable material.
2. Place 2-3" coarse aggregate.
3. Maintenance Considerations: Maintain the gravel pad in a condition to prevent
mud or sediment from leaving the construction site. This may require periodic
topdressing with 2 -inch stone. After each rainfall, inspect any structure used to
trap .sediment and clean it out w necessary. Immediately remove all objectionable
materials spilled, washed, or Tracked onto public roadways.
Soil Berm Cross -Section
3'
2 Collection Berm S
1 1 pccihcations
1. Construct herrn by placement of overburden.
2. Prior m placement of materials for been formation, cut vegetation
-=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 nearly flush vidtground (ifapptieable).
3. Compact materials to lftlifts by construction traffic.
Skimmer Basin Outlet Structure Cross -Section (NTS)
Top of Bmm 361.00
Outlet Protection
Plan View
8' CMP 6
6'
Use 12" thick Class A Erosion Control Stone
(CUTOFF
TRENCH)
SECONDARY SPILLWAY DETAIL
3
10' -� 1 1.0'
Laminated Plastic Lining or _
Impermeable Geotextile Fabric
SKIMMER DETAIL
a
Each-
!■A!wan- em'y
PERSPECTIVE VIEW Lei,
we Elbow PVC Y„M sch 4D
=cF PLPs oVC Pips
1=0 Were, Sf-
PVC EM
Cip
_Ulh e 40
PVC Tea PVC PIPs PVC Pipe �;r7
I'HnWw y PVC T. �'6u
tArticsids Fkeibk Peas
hose
e
Bottom Sur6rs
END VIEW FRONT VIEW
SEDIMENT BASIN DETAIL
RSER STRUCNRE
STEEL Polls touumrr VAA l A sxtMMEP I--)
/EM6ANYNEM
PLASTIC 510.E DRAIN PIPE ! TONE ENEpe
DaRncEY¢swmEm.sL`�;, . iii I 'clss,pnronv
Dx 1NiWrExnlE lxMOf.
TUAPDRMI D.
PFMIMBrr DrT01 , /
} �t Ehitals Tra SNLL
IPfvECTCE aD1PDAxo 665) Sfg1E EAp
PLAN VIEW YeNw9iNPe1
sular
oRN�ETrar_
TOP0
E - INT
FAm STRUCTURE
EIEY��01flial'AW
f0!•Y49-► �a^'a.". Y�Ya9 �151�'Y-`I��ry WSPi �P ;rry�
s'�jiiE`�Y�vY
� sARRFlaARHl
roE
aAss a croft vAo
wx<xrMRL) . sEcnONALVIEW tmENCH AMIdEFP RA91tR[0
co1lAR ouTEtT
YDEEP
11
NOTES
L SEED AND PLACE MATTING FOR E%)SIDN CONTRQON P(TERIDR AND E%TERION SIDESLOPES.
2.INSTALL A MINIMUM OF 3 CORFU" 9AFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
3. INSTALLWMLWRANDCO.PU.GTONaEISTRUCLUREORDIRECTLYINTOEMS-N WNI1FEFI✓aTAROROMMRAVN.
4. THE ARM PIPE SHALL HAVE A ARNIMUM LENGTH CF 6 FT. BETWEEN THE StU atlMER AND COUPLING. rl0r lb SCALE
SEDIMENT BASIN SCHEDULE I Desion Elevations (ft. ELI
Watershed
Wei hied InOow
Inflow Surface Area, square ft.
Storage Volume, Cubic FtAre.
Disstt. acre Requiredl2l
Trap It
(tee)
Rational C
QEo� eta Required(Z I Provided
1
0.62
0.50
2.24 975 1,250
0.62 2,232
Example Calculation for 10 Year Peak Flow Rate
(1)10 -year peak Flow rate i. ha.sed on calculaunns using the Rational Method Q --CIA
(2) Rogtured Surface Area for Sediment Trap hascd nn 435 sf per cfs of Q 10 peak inOnw. C=0.50 for disturbed/graded soils
(3) Required Volume is based un 3600 cf/ac, of disturbed area I=7.22 idtu fm 10 -yr storm Tc=5 min.
Q=(0.50)(7.22 iMu)(0.62 ac)= 2.24 cfs
CONSTRUCTION ENTRANCE/EXIT
Notes:
L Clear the entrance/exit area of all vegetation, routs and other objectionable material.
2. Place 2-3" coarse aggregate.
3. Maintenance Considerations: Maintain the gravel pad in a condition to prevent
mud or sediment from leaving the construction site. This may require periodic
topdressing with 2 -inch stone. After each rainfall, inspect any structure used to
trap .sediment and clean it out w necessary. Immediately remove all objectionable
materials spilled, washed, or Tracked onto public roadways.
Soil Berm Cross -Section
3'
2 Collection Berm S
1 1 pccihcations
1. Construct herrn by placement of overburden.
2. Prior m placement of materials for been formation, cut vegetation
-=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 nearly flush vidtground (ifapptieable).
3. Compact materials to lftlifts by construction traffic.
Skimmer Basin Outlet Structure Cross -Section (NTS)
Top of Bmm 361.00
Outlet Protection
Plan View
8' CMP 6
6'
Use 12" thick Class A Erosion Control Stone
(CUTOFF
TRENCH)
SECONDARY SPILLWAY DETAIL
3
10' -� 1 1.0'
Laminated Plastic Lining or _
Impermeable Geotextile Fabric
SKIMMER DETAIL
a
Each-
!■A!wan- em'y
PERSPECTIVE VIEW Lei,
we Elbow PVC Y„M sch 4D
=cF PLPs oVC Pips
1=0 Were, Sf-
PVC EM
Cip
_Ulh e 40
PVC Tea PVC PIPs PVC Pipe �;r7
I'HnWw y PVC T. �'6u
tArticsids Fkeibk Peas
hose
e
Bottom Sur6rs
END VIEW FRONT VIEW
SEDIMENT BASIN DETAIL
RSER STRUCNRE
STEEL Polls touumrr VAA l A sxtMMEP I--)
/EM6ANYNEM
PLASTIC 510.E DRAIN PIPE ! TONE ENEpe
DaRncEY¢swmEm.sL`�;, . iii I 'clss,pnronv
Dx 1NiWrExnlE lxMOf.
TUAPDRMI D.
PFMIMBrr DrT01 , /
} �t Ehitals Tra SNLL
IPfvECTCE aD1PDAxo 665) Sfg1E EAp
PLAN VIEW YeNw9iNPe1
sular
oRN�ETrar_
TOP0
E - INT
FAm STRUCTURE
EIEY��01flial'AW
f0!•Y49-► �a^'a.". Y�Ya9 �151�'Y-`I��ry WSPi �P ;rry�
s'�jiiE`�Y�vY
� sARRFlaARHl
roE
aAss a croft vAo
wx<xrMRL) . sEcnONALVIEW tmENCH AMIdEFP RA91tR[0
co1lAR ouTEtT
YDEEP
11
NOTES
L SEED AND PLACE MATTING FOR E%)SIDN CONTRQON P(TERIDR AND E%TERION SIDESLOPES.
2.INSTALL A MINIMUM OF 3 CORFU" 9AFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
3. INSTALLWMLWRANDCO.PU.GTONaEISTRUCLUREORDIRECTLYINTOEMS-N WNI1FEFI✓aTAROROMMRAVN.
4. THE ARM PIPE SHALL HAVE A ARNIMUM LENGTH CF 6 FT. BETWEEN THE StU atlMER AND COUPLING. rl0r lb SCALE
SEDIMENT BASIN SCHEDULE I Desion Elevations (ft. ELI
(1)ILLycar peak flow rare Is based on calculations using it. Rational Method
(2) Required Surface Area for Basins based un 435 sf per cfs of Q10 peak inflow.
(3) Required Volume is based on 3600 cf/ac. of disturbed area
Basin Maintenance
Inspect skimmer sediment basins at lead weekly and after each significant tune half inch
or greater) rainfall even and repair immediately. Remove sediment and restore the basin
to its original dimensions wbm sediment accumulates to one-half the height of the first
baffle. Pull the skimmer to one side so that the sediment underneath it can be excavated.
Excavate the sediment from the entire basin. not just around the skimmer or the tint cell.
Make sure vegetation growing in the bottom of the basin dues not hold down the
skimmer.
Repair the baffles if they are damaged. Re -author the baffles if water is flowing
underneath or ame m l them.
B the skimmer is clogged with trash and there is water in the basin, usually jerking on the
rope will make the skimmer bob up and down and dislodge the debris and restore Bow. If
this does not work, pull the skimmer over to the side of 1 he basin and remove the debris.
Also check the orifice inside the skimmer to see if it is clogged: if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the
obstruction cleared with a plumber's snake or by Bushing with water. Be sure and replace
the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any re quired repairs with fabric that
spans the full width of the spillway. Check the embank ment, spillways, and outlet for
erosion damage, and inspect the embankment for piping and settlement. Make all
necessary repairs immediately. Remove all trash and other debris from the skimmer and
Pool areas.
CROSS-SECTION BAFFLE (NTS)
bettlan ads
ten■■■ ■■■■ ■■n n■■ ■■■■ ■■■■ ■■■■ ■n■i
■■■ ■■.■ ■.■■ ■■■. ■.■■sass ■.■....-
■■■ ■■■■ Q■■ ■■■■ ■■■■ ■■■■
Porous Baffle Specifications
Watershed
Wei hied InOow
Surface Area square h.
Stora a Volume, Cubic FL
Slimmer
Islet
Invertof
Outlet
Invert of
Crest of 'fop of
(2
R sired Provided
e9
Area IZ
Dist., acre R uired
W
Provided
Bazin
Area
(oats)
Av rage cold.
CR OID. cFs
Otificc
inches
4" PrPe
4" Pipe
Secondary Berm
Spillway
Pillwa
1
5.651
90 26.11
11,358 11,856
5.134 18,482
50,848
4
342.0
341.0
350.00 35 L(N)
(1)ILLycar peak flow rare Is based on calculations using it. Rational Method
(2) Required Surface Area for Basins based un 435 sf per cfs of Q10 peak inflow.
(3) Required Volume is based on 3600 cf/ac. of disturbed area
Basin Maintenance
Inspect skimmer sediment basins at lead weekly and after each significant tune half inch
or greater) rainfall even and repair immediately. Remove sediment and restore the basin
to its original dimensions wbm sediment accumulates to one-half the height of the first
baffle. Pull the skimmer to one side so that the sediment underneath it can be excavated.
Excavate the sediment from the entire basin. not just around the skimmer or the tint cell.
Make sure vegetation growing in the bottom of the basin dues not hold down the
skimmer.
Repair the baffles if they are damaged. Re -author the baffles if water is flowing
underneath or ame m l them.
B the skimmer is clogged with trash and there is water in the basin, usually jerking on the
rope will make the skimmer bob up and down and dislodge the debris and restore Bow. If
this does not work, pull the skimmer over to the side of 1 he basin and remove the debris.
Also check the orifice inside the skimmer to see if it is clogged: if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the
obstruction cleared with a plumber's snake or by Bushing with water. Be sure and replace
the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any re quired repairs with fabric that
spans the full width of the spillway. Check the embank ment, spillways, and outlet for
erosion damage, and inspect the embankment for piping and settlement. Make all
necessary repairs immediately. Remove all trash and other debris from the skimmer and
Pool areas.
CROSS-SECTION BAFFLE (NTS)
bettlan ads
ten■■■ ■■■■ ■■n n■■ ■■■■ ■■■■ ■■■■ ■n■i
■■■ ■■.■ ■.■■ ■■■. ■.■■sass ■.■....-
■■■ ■■■■ Q■■ ■■■■ ■■■■ ■■■■
Porous Baffle Specifications
Coa Fiber Mat Specifmwtions
If cocom,fiber fwir) I— woven as. high strength marc
1 Dade rbc bum so N.,,hc b.uomoaegwl elermon
Ihickness: 0.30 inminimum
Twsdamgt138x 6261f/R ndmmam
p
Dogw2 38% Plaumum
Rel ibibly,mg-cm): 65030 x 29590
1 T.p.fIak� shwa he m Iran b men« aMvr Orme rpillwaY 4eva,um and 2 mcrez Inwer thio
Flva vel-ly. Ohserveal I I a/see
nom ekvmm.
weight. 20 v Y
Sue' 6,,. I" ft,120 SY,
4. N,mm� a,tl nem of „nuc roan k mclVaed m a 6 men umch.f pmme wnN x,rmn t^nR mozim,
-C- Factor. 0.002
cmvol nunmR cooks
Open Aro (-onsdl. 50%
5 The name• .A.., M1r mnywsed of ton fins alemnr wM de f.a.-, sp«d,;.urom
Nene- Porus bermes are to be sed back into bac, nrnb,aLan t
N tsc or, and sides of rhe weir.
Example Calculation for 10 Year Peak Flow Rate
Q --CIA
C=0.50 for disturbed/graded soils
C=0.30 for rass
C-0.85 for -impervious
Cavg=1(0.50.2.619 w.)+(0.30"0.517 ac.)+(0.85.2.515 ac.)1/5.651 At, -0.64
1=7.22 inAu for IG -yr storm, Tc=5 min.
Q=(0.64)(7.22 in/hr)(5.651 ac)= 26.11 cfs
STONE CHECK DAM DETAILS
i
Cansumm,xiDn 1. tutor,®,.a a,®.®.m..mrP1m,..Errrb.
_ m.a,.haw.�„Elaamarr.a
a..was:wc..a.r•-ter. asset 1E„a.aa�,.,.,y
moa J......r•,ativr.v�wochs ms•a-�mne�M..a��
Maintenance: ..+.­­,I1,Md­r®swats e
ora.. h,:,n. wweo Me:i,ndayb iaRow`mw.exi.xk,•.wdrrRe�ma.
ImN naam lY .vtdq

,� �r.ee Moen uoe
mrroe. wr cleuNa
TWIM TRENCH BOTTOM MMENSION5 POR
SDR 35 rVC GRAVITY RPE
i .Q 19'PKO 40I. Nip vrA(.9Ip.00BY-0O'.aUOQiNen.v.OeeiY
xemr Raz «M
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n v-
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O Q:
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zw � smorna. eaue:e
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pTaINIM bNYtOle
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MANHOLE PPJ Lir AND COVER
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NOTES: L______________ __J eexrt _ J
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y
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LATERAL TRACER S1pRE
ry a
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sernr nNR
STANDARD MANHOLE COVER
5.zs ew a -r ala. -:e-
sur aseTNir ueAfls�
101 101
ELEVATION
11
'fpm/—I"y[�7IIy/J/pq�pe[{t.K 4WR
u CW09iON PMI9T0.Vi vnTCvlu
LSTC
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AETM[M d PIA
SECTION A - A STANDARD St1F
SIDE
ELEVATRJN

3• rAu vw•. -
>teo"m-Bw'B
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NO CASE 5FALL # A3P4t Y.Lb` 1`Nw S TML;,
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S V(u.?LU•3 tt, x2Vt BOM 9: Via COW'pMTp iK Ar: A'®ON 91tL
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STANDARD VERTK:AL BEND
PERMANENT WATER MAN
a®r91 eOrO owLar[ aW Au 4
uem b rarorB�o,Oz3ric:AT woN
nn.
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. o>•KBrrF aYuu rwT o3NMCr
eaM oa 1]mar ArRYrA4cAF Hart
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coxncrE aama`a.
ea
�2 C SCIENCE COMPANY
3008 Antlerson D
"6/24/2016
D�
RWB
ve Suite 102
Raleigh. NC 27609
J [phone]
9I6I16
Holding Corners
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Mr. David Smoot
Smoot Holding Company
eO
11
531 S. Main Street
Wake Forest, NC 27587
Tit Iti
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STANDARD 3f4' 4 !'WATERSERVICE
IIN5TALLATION
-•: aos
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gg
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STANDARD VERTK:AL BEND
PERMANENT WATER MAN
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uem b rarorB�o,Oz3ric:AT woN
nn.
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�2 C SCIENCE COMPANY
3008 Antlerson D
"6/24/2016
D�
RWB
ve Suite 102
Raleigh. NC 27609
J [phone]
9I6I16
Holding Corners
REVISED:
a
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Mr. David Smoot
Smoot Holding Company
eO
11
531 S. Main Street
Wake Forest, NC 27587
Tit Iti
b.��
crvw RMcwn
STANDARD 3f4' 4 !'WATERSERVICE
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STANDARD FIRE HYD
INSTALLATION BETA;
OMC OR TWO rA.RY VN UML'6 BAYrIOM
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WATER METER
4X7t/4 tAa•
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ENGINEERING & ENVIRONMENTAL
�2 C SCIENCE COMPANY
3008 Antlerson D
"6/24/2016
D�
RWB
ve Suite 102
Raleigh. NC 27609
J [phone]
9I6I16
Holding Corners
REVISED:
ZN flq. ..,,•,
Standard Details
09/06/2016
SCAEE:
NTS
€>,,
z
SEaL
542
m
$ N.
Mr. David Smoot
Smoot Holding Company
eO
11
531 S. Main Street
Wake Forest, NC 27587
,f: 13
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BLOW M A55EMBLY
wr
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ENGINEERING & ENVIRONMENTAL
�2 C SCIENCE COMPANY
3008 Antlerson D
"6/24/2016
D�
RWB
ve Suite 102
Raleigh. NC 27609
J [phone]
9I6I16
Holding Corners
REVISED:
ZN flq. ..,,•,
Standard Details
09/06/2016
SCAEE:
NTS
€>,,
136 E. Holding Avenue
Wake Forest, NC
SEaL
542
$ N.
Mr. David Smoot
Smoot Holding Company
eO
11
531 S. Main Street
Wake Forest, NC 27587
,f: 13

T
--- - -
- - - - - - - -
iT
SIDE ELEVATgN
HUN
PLR OFCOVER
---4 —4
1
T
11
j L
iW
SW40AI
T
--- - -
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iT
SIDE ELEVATgN
HUN
PLR OFCOVER
---4 —4
1
T
11
j L
At-
ow-10.01LIg
sw-.10AS
T
TYPICAL MH FOR STORM SEWER
F -------- T—W-1
--- - -
- - - - - - - -
iT
SIDE ELEVATgN
PLR OFCOVER
rORVEW
At-
ow-10.01LIg
TYPICAL MH FOR STORM SEWER
F -------- T—W-1

30'VALLEY-STANDARD
n
¢aM�STANDARD
NOTES:
Snrtoril.nDe>gduxu U'OL.
2 f.edJr� �up.buw x(1L
A epe.let,nbr,.nm.JwlJ.rilE.s
TOWN
.!?f,oWAKE FOREST, NC
jai
>mrlD. s.varaeeJo
STD. CURB &GUTTER dt
VALLEY GUTTER DETAIL
TRANSITIONFROMSTD.
3VCURBandGUTTER
w
ti•
by J,xraJ \.
e
1
TRANSITION FROM
30'VALLEY GUTTER
TOWNof WAKEFOREST,NC
le...ter sr &a
STD. C&G INLET W/HOOD sya iro
uACEHae:r DETAIL ,_..._= .-,
NOTES
Amara i
NOTES:
t h.nwrw rsplrsnv11Mw8'rnwpruJ B25.aBaMYaory:ed�595Bwiz fwpnwwfa92E
z rnab:xa46rbpneJ 1.a-IIJH•wJcewpaaaw9.sxm,a.dJ..dy.,aar.:.ayAAmro
eabAroe r99mAsra DASA 4pn.. pwax*r rtp1n.« w.J. ex.>r•,.aJpn.4.dya
n 4n4u:i zsa
1 f pnbv u¢svY4«genNetrggvea nflrpawr.
I Allex�¢igTorweJWe4 hrnap«da«naedxraiJ¢ry rvedarbabartopwr¢r miaunavy
valiry, ava 4 «pLvd u..mdleglnebiadnvil
5 Fi4rep/ebyc.SYsrow.mJbr+6leJineancref.(.a:nvwlppi)Bv miv.b'rowpaud<banm
m(1xP.ub. ..am.oxvo prgepe zr.lgspn)Pn.wx1¢e�p4.ap...bbmawpF.
6 Ea¢iegp,narnrn4arevn h¢vW.¢,sevnwlJwwp,r.nvf of Mtbwjyedwlrr,plr
T. YfewYHr Jnriwr:rnl3.Ai1A.wIBrrHiACvn0lrWrurwruA.
FULL DEPTH ASPHALT REPA1
DETAIL FOR UTILITY CUTS
WITH PROPOSED CURB & GUTTER
ISOMETRICVIEW
STANDARDNOTES:
AtKasrwwmlee.
.Arwlrswan..o.A.n
u.. t. .bww.a¢,.a.aa.4ebam..,.,.,<a,. �.M,,,.,�mr.
rrl pt
AJ ¢vuvAlr
JeEvab
��Lt1
rtU--_.svtAMwuG
�
'.ondei (vA �a � mfonoA
nt.HOw )[Alar
�7
=1t `�,yj.+ relca
1`.S- Hale
me4rabert wbaeiw
nraaaAw.i
prclu�gm nmW y V`N.r�1m muk
v-sa
wi/N4 ^ ��.
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eaaaer3.
ru so.:,wwm„m<aR.ma..alma
cyrr ®
"`;,ate.
Sxoaaa cin uae�
¢SECTION A -A
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Anw)
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It.beaa4bekd.4amb BCLJAN51 Anrt FigClPili3)
�k J
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.el> .nw.Mb< ro..e:,_.lae¢raww >uwaa e',d�.a':oim4amwebl. esa
SECTIONS-B�
NOTES:
_> c<„aa,,,.f�an¢h„eraa.n.wama..a aroma.waaberclnxsAna.mp�a9A�."'-wan.
WITH PROPOSED CURB & GUTTER
�TFATa{
awaxuaplamwp ��,«H,.- n �1�
n L
DREST,NC ,dfi. TOWNof WAKEFOREST,L
Z)RES 2' dSnrci(iu,4onn,5uedndv.WDuY
INS rnl. isx P STORM DRAIN
PIPE INSTALLATION
STANDARD NOTES FOR
CURBRAMPS
Table 1
eaaaebn Usee rlewetxto tee clrem.r b SVDe tee DMepI
SIW 1 UBCe ML9DIMafNtO
r.�ilara m. axv Ia.Tnwa ,a.wwl.u.aw_
o.axw.lm.amu.x n.e
�o '� r w -nm'or �9rwn+arrro.wwro.J.ne.:weHonaa
ae.nrgae acorea e+wwriw.W
ewa.�ar awrRTwef16wa61wow6xptlMlnee,tla.erwaam
N.WT�
ab Da Qrld'ei
pbwryae
orswb✓—
Table 2
sreena err eleeeeteterra06d ee eeeltnrrell a.elo.err
e.strea teeele rrm� or!`!etn) Heea 2rva lYlle L.rAlbn
T9ee tW�Mc
K� Hr�a1
>pa ne¢aa.Rirr �>r 0�14r/iT>� slreel'
rwrx n. Frc ceen,avnl atbep>t A�
rvnb�Y l>Piix�u�� rAupry nF:v°,y vY
Two n� wrlee
gvu�.aerea� ,�e11e aaa.a.,yv aNFigA.ae Iw.e.e
Teen nw�wlrp eg1y.I.ere. rbOeaei.weY6 Nr4�
�faagam �9�:ew
NOTES
i. opo1....a.H,Y.e,a.1..-mro.�r>r-.ny..an� .p.>r,.il..m.dl.rlbwal..wmw.a
2 Se1�a��eg Yvvd,dbrea¢Laem,asep veae.4wW4Vaefr4 gip,aaila
mwpadua bvr4,ercrp¢Yve.4 rpuYaP4valbr4 AnMcmwzwe
t Mlwvcbga4aynMrr,Y114r4ave, UvveOfb<LwJ4N41pe1e m.}rrrlvaRiele>aM114
rMnrlYn.v rleeutw,/I'/r 4br,a brs4r4 pwwew Ys vweabl.
pulse 4.4 6n rb M bNJlgarn
a CwYvnewm brlHvg¢rr3,p lapieaNwpamap.nrwy¢mAtYW4eddagH
aY�am� BMJ k.ryl �i4iw,v�udpn¢aLrJ� it O17A14ww Orn.gJnrf4nRlrubM
r. rbra.e.eue,rrt..«.>,.Jpn.I+n,PDn.9rrNrrJmar..11..e..�wm.4Hmor
s..a.rJ.rm..:.nn.nanom: e:oJ r:p:. r«rbt.du:e
xelereDce Son«gs:
AOA Deap Oue 9/A}at 2ro91(Im...1y nadP Dw�M �
2 [OILN[DU>LUWNSpeaJ4�aar,Jw leeJa evdNmOi SmNe.J neu1430aDlfw
aglJw3cY,erb waur.'
PIPE INSTALLATION
OdW
SECTION A -A
`sem 111111 ..
J
_,. DRIVEWAYSONC STREETS
STANDARD NOTES (continued).
em nn 141 � .,Im..�..wa�w.�nm,is A��•e.uekma i+YNe.wom. r�brrvmppwW4
M .fen Ihah... �r.afe. s9gl.,..aro roa4avrtA4
wbm,...il,.�. y cmnne,ruc4ro<,uurem:n,ua� enva'�� aem. wmnHe,4w4
STANDARD NOTES FOR
TMilnw.ulooalW rrWn
.ski c�inmr+rrrpaerennYrsy
a �. r`nbW Ce..w. „mam.n �muFn.OnOe.s.M¢r+va
DRAIN
., ..i NOTES:
SECTIInN A -A
NOTE
THD DEIMARIp.51+()Z
!A[GEST lPEg910WN
eEf.OW HE ]D'Fne 1'1016
Als9rrwrnuY Wrrnu�nt
.LtTASmI�l9WS ,
caxv,'Lr WDHEwctwBFs/
IF ANGIPS NETS r11AN Bp'gV
Twolxrmarn.+w r.o«
sFerfBrAays.
✓a ,
rrl pt
eA
�TFATa{
awaxuaplamwp ��,«H,.- n �1�
n L
DREST,NC ,dfi. TOWNof WAKEFOREST,L
Z)RES 2' dSnrci(iu,4onn,5uedndv.WDuY
INS rnl. isx P STORM DRAIN
PIPE INSTALLATION
STANDARD NOTES FOR
CURBRAMPS
Table 1
eaaaebn Usee rlewetxto tee clrem.r b SVDe tee DMepI
SIW 1 UBCe ML9DIMafNtO
r.�ilara m. axv Ia.Tnwa ,a.wwl.u.aw_
o.axw.lm.amu.x n.e
�o '� r w -nm'or �9rwn+arrro.wwro.J.ne.:weHonaa
ae.nrgae acorea e+wwriw.W
ewa.�ar awrRTwef16wa61wow6xptlMlnee,tla.erwaam
N.WT�
ab Da Qrld'ei
pbwryae
orswb✓—
Table 2
sreena err eleeeeteterra06d ee eeeltnrrell a.elo.err
e.strea teeele rrm� or!`!etn) Heea 2rva lYlle L.rAlbn
T9ee tW�Mc
K� Hr�a1
>pa ne¢aa.Rirr �>r 0�14r/iT>� slreel'
rwrx n. Frc ceen,avnl atbep>t A�
rvnb�Y l>Piix�u�� rAupry nF:v°,y vY
Two n� wrlee
gvu�.aerea� ,�e11e aaa.a.,yv aNFigA.ae Iw.e.e
Teen nw�wlrp eg1y.I.ere. rbOeaei.weY6 Nr4�
�faagam �9�:ew
NOTES
i. opo1....a.H,Y.e,a.1..-mro.�r>r-.ny..an� .p.>r,.il..m.dl.rlbwal..wmw.a
2 Se1�a��eg Yvvd,dbrea¢Laem,asep veae.4wW4Vaefr4 gip,aaila
mwpadua bvr4,ercrp¢Yve.4 rpuYaP4valbr4 AnMcmwzwe
t Mlwvcbga4aynMrr,Y114r4ave, UvveOfb<LwJ4N41pe1e m.}rrrlvaRiele>aM114
rMnrlYn.v rleeutw,/I'/r 4br,a brs4r4 pwwew Ys vweabl.
pulse 4.4 6n rb M bNJlgarn
a CwYvnewm brlHvg¢rr3,p lapieaNwpamap.nrwy¢mAtYW4eddagH
aY�am� BMJ k.ryl �i4iw,v�udpn¢aLrJ� it O17A14ww Orn.gJnrf4nRlrubM
r. rbra.e.eue,rrt..«.>,.Jpn.I+n,PDn.9rrNrrJmar..11..e..�wm.4Hmor
s..a.rJ.rm..:.nn.nanom: e:oJ r:p:. r«rbt.du:e
xelereDce Son«gs:
AOA Deap Oue 9/A}at 2ro91(Im...1y nadP Dw�M �
2 [OILN[DU>LUWNSpeaJ4�aar,Jw leeJa evdNmOi SmNe.J neu1430aDlfw
aglJw3cY,erb waur.'
PIPE INSTALLATION
OdW
SECTION A -A
`sem 111111 ..
J
_,. DRIVEWAYSONC STREETS
STANDARD NOTES (continued).
em nn 141 � .,Im..�..wa�w.�nm,is A��•e.uekma i+YNe.wom. r�brrvmppwW4
M .fen Ihah... �r.afe. s9gl.,..aro roa4avrtA4
wbm,...il,.�. y cmnne,ruc4ro<,uurem:n,ua� enva'�� aem. wmnHe,4w4
STANDARD NOTES FOR
TMilnw.ulooalW rrWn
.ski c�inmr+rrrpaerennYrsy
a �. r`nbW Ce..w. „mam.n �muFn.OnOe.s.M¢r+va
DRAIN
., ..i NOTES:
SECTIInN A -A
NOTE
THD DEIMARIp.51+()Z
!A[GEST lPEg910WN
eEf.OW HE ]D'Fne 1'1016
Als9rrwrnuY Wrrnu�nt
.LtTASmI�l9WS ,
caxv,'Lr WDHEwctwBFs/
IF ANGIPS NETS r11AN Bp'gV
Twolxrmarn.+w r.o«
sFerfBrAays.