20170266 Ver 1_401 Application_20170317

ENVIRONMENTAL SERVICES, INC.
4901 TRADEMARK DRIVE
RALEIGH, NORTH CAROLINA 27610
919-212-1760 * FAX [phone]
www.environmentaIservicesinc.com
March 2, 2017
NCDWR, 401 & Buffer Permitting Unit y
1617 Mail Service Center
Raleigh, NC 27699-1617 ..
Re: Ravenswood Reserve
Pre -Construction Notification Form for General Certification #3884
Wilson County, NC
2 0 1 70 2 6 6
2017 I
Environmental Services, Inc. is submitting the enclosed PCN on behalf of Only LLC for the proposed
construction of a sanitary sewer line on the Ravenswood Reserve property in Wilson County. The proposed
sewer line will serve the proposed apartment complex and connect to the City of Wilson's existing sanitary
sewer line. The proposed impacts have been minimized as much as practicable, but the project will result
in unavoidable impacts to jurisdictional wetlands and Neuse River Riparian Buffers; 0.033 acre of
temporary wetland clearing, 0.067 acre of permanent wetland clearing, 0.01 acre of temporary buffer
clearing, and 0.03 acre of permanent buffer clearing. Compensatory mitigation is not provided since
permanent impacts to jurisdictional wetlands and riparian buffers are less than 0.1 acre. USACE has
reviewed the site and are in agreement with the jurisdictional wetland and stream delineation.
Please contact me at [phone] if you have any questions or comments. Thank you for your assistance
with this project.
Sincerely,
Environmental Services, Inc.
Robert Turnbull
Senior Manager
Attachments: PCN package

O�OF WA T f:q
r
o <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
X❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e.
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
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ YesX❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Ravenswood Reserve
2b.
County:
Wilson
2c.
Nearest municipality / town:
Wilson, NC
2d.
Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Only LLC
3b.
Deed Book and Page No.
2572/137
3c.
Responsible Party (for LLC if
applicable):
Allen G. Thomas
3d.
Street address:
PO Box 5
3e.
City, state, zip:
Wilson, NC 27894
3f.
Telephone no.:
252-230-6138
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

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:
Robert Turnbull
5b.
Business name
(if applicable):
Environmental Services, Inc.
5c.
Street address:
4901 Trademark Dr
5d.
City, state, zip:
Raleigh, NC 27610
5e.
Telephone no.:
919-212-1760
5f.
Fax no.:
5g.
Email address:
[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):
3703-60-6455
1b.
Site coordinates (in decimal degrees):
ILatitude: 35.75293 Longitude: -77.9657
1 c.
Property size:
19 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Hominy Swamp
2b. Water Quality Classification of nearest receiving water:
C;Sw;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:
The project study area and vicinity consist of residential and commercial areas, undeveloped forested communities.
3b.
List the total estimated acreage of all existing wetlands on the property: 2
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,000
3d. Explain the purpose of the proposed project:
The purpose of this project is to connect the proposed Ravenswood Reserve Apartments to the City of Wilson sanitary sewer system
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attachment A
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
❑X Yes ❑ No ❑ Unknown
Comments:
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): R. Turnbull/ L. Roper
Agency/Consultant Company: Environmental Services, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NCDWR: RRO #16-416
USACE: SAW -2016-02043
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑ Streams —tributaries ❑X 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 T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2.
Area of
impact
(acres)
W1 T
Land Clearing
Headwater Wetland
Yes
Corps
0.033
W2 P
Land Clearing
Headwater Wetland
Yes
Corps
0.067
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.1
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
-
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
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.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
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 ou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61 P
Sewer line corridor
UT to Hominy Swamp
No
701
405
B2 T
Sewer line corridor
UT to Hominy Swamp
No
461
199
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
1,162
604
6i. Comments:
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.
Perpendicular crossings of riparian buffers and wetlands are proposed to minimize impacts. Impacts to stream channels are avoided by using bore
and jack method to install the proposed sanitary sewer line.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All necessary sediment and erosion control BMPs will be installed and maintained through construction. Disturbed ground will be restored and
stabilized with permanent vegetative cover.
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 ❑ 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:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
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?
Yes ❑X 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
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
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
1 a.
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.
See Construction Plans and Water and Sanitary Sewer Plan
Q Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
23.5%
2b.
Does this project require a Stormwater Management Plan?
❑X 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:
The development is subject to Neuse River Basin and City of Wilson stormwater regulations. We are proposing two (2) Pollutant Removal Swales that
outfall to a Wet Pond for treatment and control of storm water runoff.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Noah Parsons - City of Wilson
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
City of Wilson
❑ Phase II
❑X NSW
3b.
Which of the following locally -implemented stormNvater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑X 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:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached?
5.
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?
❑X 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
Q No
use of public (federal/state) land?
1 b.
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)?
1 c.
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
❑ Yes
❑ No
letter.)
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,
El Yes
0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑X 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
❑Yes
❑x 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.
The
proposed project will not result in downstream impacts or growth -stimulating effects.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed protIect, or available capacity of the subject facility.
The be to the CPty Wilson and wastewater treatment
proposed project wilt connected of sewer system plant.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑x Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑x Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Program data (updated January 2017) and on site evaluations.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
National Oceanic and Atmospheric Administration 2009 List of EFH Species by Waterbody in North Carolina
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC SHPO
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
www.ncfloodmaps.com
643
Applicant/Agent's Signature
Applicant/Agent's Printed Name
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Attachment A
Section B
3e. The proposed project will connect the proposed Ravenswood Reserve apartment complex to the City
of Wilson sanitary sewer system. The proposed apartment complex will serve to meet the residential
demand in the project vicinity.
The project work will consist of clearing, grading, and construction of one building and parking lot,
stormwater pond, and sanitary sewer. The sanitary sewer line will connect to the existing City of Wilson
sewer system. This work will be conducted using standard site construction equipment including
bulldozers, graders, dump trucks, etc. The sewer line will use bore and jack method to minimize impacts
to wetlands and streams.
Section F
5. Approximately 0.137ac (5,967 sqft) of tree clearing is proposed to occur within the vicinity of the
streams/wetland impacts. This information is being provided to facilitate coordination with the USFWS
regarding effects on northern long-eared bat.

RIGHT OF ENTRY & AGENT AUTHORIZATION
/� MFi4Lgq'Mq�4WL
I/We O�.tt_Y.I.I.0 ALL iN 7 v►,,ft ,the owner(s) of the (Owner Name)
property commonly identified as ?%%,A t) V L -
(street)
—V]1t- t M '4 State of �
(City/Town) (County)
hereby grant, freely and without coercion, the right of access and entry to said property to
Environmental Services, Inc., including but not limited to its employees, contractors,
subcontractors and any applicable regulatory agency personnel, for the purpose of
environmental, ecological or archaeological assessments.
This access agreement is effective upon signature and shall remain in effect until such time as
assessment activities are completed, including any ancillary activities associated with said
activities.
Environmental Services, Inc. is also granted the right to act as my authorized agent for the
purposes of conducting this site review and future consultation with regulatory agencies
For the consideration and purposes set forth herein, I/We hereby acknowledge, accept and agree
to the terms of the Right of Entry Agreement as evidenced by my dated signature below.
Signed this ZZday of &VTF/04-2016.
Print Name: f'i i
Signature: 00-pe� n • _ �w j

R 1 ♦ a
I t
41
• I � � � )��ftl � I '� } (�i �)„i'� In 3��,'r�' ',» ' MlrilOn +./'.•
a
t 1 N o q. ,
i s WILSON INDUSTRIAL
AIRPORT
o «i I i �• a� •�
t
t
I . •• /
x”` 1
v '
,�'i � ,� ( \ �aa'�' ° �t � .'�'• •jam " � � } t -t
• 9 \ � • o J 1
X
. s
n i \
/ i A
t
...—. � / �� �i.... `�: Wit/ ., ,< �' / ��' • ,, \
'h
.. %\
ik £ / .y„ y • .ice_�._......:y.�...,.Y--»—.....,.. � — _ '� k : �,.. 7 �
_ v
t.
s
A
par
r ,
r
- '
�� `" • �r Forest 8t1b
,
rd j: �{ tj�+l �• • • �I• modle Solt "
"
1•
1
i
�Project Study Area I
0 1000 2000
Feet
Sources: 2011 National Geographic r
Society/ESRI, itubed seamless USGS •
quadrangles (Winstead Crossroads and Wilson, ,, k
NC); Project Study Area approximated by ESLD
Disclaimer: The information depicted on this figure is for ( •"^ Ix0
,
informational purposes only and was not prepared for, and is ...,.f..•1- - --�" » x1bS r i
not suitable for legal or engineering purposes.- t a`
`+ w:
Copy
rig .
ENVIRONMENTAL
SERVICES, INC.
4901 Trademark Drive
Raleigh, North Carolina 27610
[phone]
(919 212-1707 Fax
www.enwronmentalse-cesinc. com
Path: P:\GeoGra\Projects\2016\108\GIS\Topo.mxd Date: 9/16/2016 2.48.38 PM
Project: ER16108.00
Date: Sept 2016
Drwn/Chkd: LJ/KT
Figure: 1

111111111
EXISTING FII
— _._- RIGHTA
E;a§KING 12"'
TIE4NT0E)
8" PU IC
OFF
(M
2
IZ
-WAK4TYP)
1TERU(NE—\ li 111 ' III ,
TING B' WLR
(SEE lliDR, NO
ITE 6) 1
I I
FIRE HYDRANT A, BI��
1'r I
I
FR
SEAL:
>��. CAROlY,yz:
S
• 1 =
F.h_ _.. x :: % WLA/WLB/WPB/WPA 3`.xEH
_
6'x6'REDUC ..LL ,.. .. _.. .._- _N,AI i.. 1\
A j ER p
1 . FIRE HYDRANT BL`/j\\� t x X x ` x l \ ' xl x• \F\
�,__..-_€ A_ :A � .a � t � i�a �. .> }' X001 '" ` - \ x x !xli,�U x`\X x\ 'n.
RmILDIN FF 1901 .-3.-e �� V ! x� i
"i"-b'—�' b € y I� �' I '—yF —y h I 9q ZORE.1 REUSE BUFFER ITYP) 1 x x `M x \ w X
O fX40 ZONE Q NEUSE BUFFER (NP x \4 x
j 1I i
{ P
'� -- PVC FIRELIN�'
f---.---
(MIN S'-0"COVERT ', x x x n`• y tX x x�•t x
-V, x` 1
• PROP D CROSSING i!,_7771
I 24A' 1 6"X6" TEE -\ \ y �`y xK°-3+\` )L
18 1 SO INV. 146.1 \� i 1 -FIRE HYDFSANT ASSEMBLY _ x yt
- -� 'F
L TOP 144.0 STREAM
(WIDE 20 CF DI ATERUNE \ 1 `'..... ♦ y\� Y ! 4. N `
I d
I
RED ON STO PIPE (TYP) £ BUILDING FIE 15o.i a-P`�' I \ 100 -YEAR FLOODPLAIN 1 Y x �\ �• � \
I - J -� b •O �_ WETLANDS •I Y�x Y'. x\\ e6`4z? \�\ \\ —___ 184.89 Qom. .:. _.. - FLOODWAV
i )R
EXISTING PARCEL LINE ----_L Y It D 'R 2072 Pc
137
3-160-C.' M�
si
I 1
x �X x x X %i _ 11- - TOI
ERY T
Y
7 INV
SANRARY SEWER/ x x \\
CLEANOUT SPAC�EDx
MAX.. ; t"'p% x/' 1- i /
/ . x )"
CO C
2.5" PVC DOMESTIC W/L O CO _... ;'m �¢<•, x x T % '/' 1
)i
i 13
-...- 6' PVC FIRELINE Jr
'7] COVER •:il 11 I- r xIx A,
1
€ ) )) Pf(OPOSED CROSSING I C , X y i y y %.'i
CONTRACTOR 70 COORDINATE11
of DIP WL INV, 145: )x x/ x` "
J.7•-�--PUBLIC GENERAL EXACT UTILITY ENTRANCE - _ ¢" SS IOP 140;1 / 1 1 I \ . +, r Y y y y / t x ` 1C (Nk.RA-Axl: (AEI0>) x
UTILITY EASEMENT - :! x
A
EASE EN 70 ' 7b` �2. ]
LOCATIONS WITH E TVP �� '
x , x
PM ( ) Y t
1 x x
OFF RIGHT -OF- __ / XC
WAY � - - i , N F, x
f P P - - 71S � �6
RO OSED CROSSING s"'� /
1 K/�
l {>?3 "" -'� 1-6'X6"TEE '�� 72"SO INV. 14216
x/
_ WIDE PRIVATE
/
EXISTING FIRE HYDRANT -' 2-6' GATE VALVE �" NITARY SEWER ... - ' -''8 SSTOP 141 A
EASEMENLT072EMAIN ��.� _ I / _
/
—S" PUBLIC DIP WATERLINE CLEAVF TREES (TYPL, P POSED CROSSING I 1 4i x x x x x Y/{ ,6�SAtJITpRYS }FLSFj�2V10EX %
;OFF RIGHT -OF -W-'' �= / ,' �'_-----, ...._-......_6'bIP WLINV. 145.1 / 1 1 I X x, 7SEFXpf�pFILE PO UI'� qANO SIP) y
1 SO TOP 1A0.6 i 1 r y/
€4-..._- \ -^.... PROVIDE 60LFWDIP,WATERLINE
CENTERED ON STO}2M PIPE - sJ' y Y x x
/x
x I x
P�Lo15o3�0 sgRP AN ,1AGR vuTNL x
2S F�92" ft= EA,ENj PIR
(SEF��{{y,Ry,V LTL BEL ASID STREAM PIPE
• ,' �)- .__. �. 71� �� ,�-'Sc. ,/ ' r >L CffOS�INdoF/TA,LIN
Iii
/- x: %%A�/x M1XM x`% lyTTT�x
c.i(5.NlE
-ILOx X
x{6TIy'N— G y
SANAID
PROx ROMEEP— siETL
SUREQUIRED
WITH CITY OF WILSONi2"BLOW-OFF ASSEMBLY %
1,I
I
'T, 1) ,/
.. _.. �... ry /x x x A "/ ,+' X'1X "i '.` t �/ 1^•IV1 nib
N s.
is t<t 1 cFH.v_h.
`� WP)VWXA ).-..w9rL Y %•.,*
x
ONLY. L f x x x /{c x X x t It
PRIVATE SANITARY SEWER SERVICE PROFIT.
-
------ -------- -------------------------- ------------------------- -------------- ------------------------
RAVENSWOOD RESERVE APARTMENTS
CONSTRUCTION PLANS
WATER AND SANITARY SEWER PLAN
S&N PROJECT: 795-14
2
:E
so
.) BOUNDARY DATA OBTAINED FROM BARTLETT ENGNEERING S SURVEYNG ON 91+r201S.
zJ TOPOGRAPHICAL DATA OBTAINED FROM HCDOT UDAR ON 1RQ015
BJ FLOODWAYAND1W.VRROODLMEODTANEDFRp NCFLWDMAPSON112B IS.
4. WETLAND LOCATION OBTANED FROM BAIiRER 9 r d
1 ERVEYNG ON In . .
5.) THIS XIS DOES NOT DRANTO A PROTECTED WATERSHED DISTRICT
B.) THE EXISTING LEVEL SPREADER ON RIVE APARTMENTS. MUST BE IN COMRUWLE PRCR TO CO
BEINGISSUEDPIUVATNSNIT RESERVE MAINTENANCE
THA RECORDED ROR TESANITARYDSGWERSANK RrN A RLI El•SEMENi SHALL BE REQUIRED ON
THEMINORPIA TF OR TUE PROPOSED SANITARYSEWER LME
B) MINOR PIAT ITE PI SUBMITTED TO CITU OF WILSON FOR REVIEW MOT RECORDED) PLtKKt TO
APPROVAL OF SITE PLAN.
9) MINOR PLAT SHALL BE RECORDED AT THE REGISTER OF DEEDS PRIOR TO BUEDING PERMIT
SSU 8 GE
t0.) ANNEXATION OF THE PROPERTY WILL BE REACCES PRIOR ro BUIL.OING PERMIT ISSUANCE.
THE FOLLOWNGCRITOACCE ALL MEETPIEACCESSIDLERE E(MENTSOFICC
SLOPESEC; DISTANCE TO ACCESSIBLE ROUTE. NOKSLIP SURFACE (FINED d0' MN. WIDTH),
SLOPE SECTIONS PACKING SPACES, RAMPS, ACCESSAISLES. CR095WAK9 CURB CUTS AND
12. ALL IB EEN CONTRO
DE ALL TRAFFIC CONTROL DEVICES. PAVEMENT RD NCE SIGNS AND SIGNALS SHALL BE
DESIGNED, INSTALLED AND NTANEID TRAIN ACCORDANCE WITH THE STANDARDS AS HETI
FORTH IN THE MANWL ON UNIFORM TFWTIC CONTROL DEVICES (­)
u`D No S
.) PUBLIC WATER AND EANRARY SEWER PROVIDED BY THE CI`Y OF WILSON
2.) CONTRACTOR SHALL VBREY THE LOCATION OF ALL EXIS11NG UTILITIES AND SHAAL BE
RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTE)TV LOCATOR
SERVICE d3 HOURS PRIOR TO ANY CONSTRUCTION
S.) ALL CONSTRUCTION & MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF WILSON WILSON
WATER DIS'tRIBUTT—ASTEW4TER COLLECT ION STANDAROB AND SPECINCATIONS.
4.)AL WATER AND SEWER LINES SHALL BE INSTALLED N STRICT ACCORDANCE WITH THE N.C.
PLUMBNG CODE LATEST EDITION.
5.) ALL PUNTy SHRUESI TREES WILL BE PLANTED AT LEAST S' FROM ALL FRE HYDRANTS.
B.) REDUCED PRESSURE BACsF,CW PREVENTION DEVICES SHALL BE AMES CCW WRH OS4V
VALVES OR APPROVED EQUAL N AN ABOVEGROUND HOT BOX.
r.) ALL WAIERAND SEWER LINES WITHIN THE DEVELOPMENT WILL SE PRNATELV MAMTANEO, THE
CRY OF WILSON WILL MAINTNN THE WATER METERS ONLY AFTER WSTAUTION OF SERVICES,
B.) ALL WATER MANS SHAH BE AT LEAST IB -ABOVE THE TOP OF SANITARY SEWER
SERVICE LINES.
9.) MAINTAIN AT LEAST le" OF VERTICAL SEPARATION BETWEEN STORM DRAINAGE PIPES AND
WATERMAINS
10.) WAT£RL—SHALLHAVEMNIMUMY-0'C—Ft.
tt.l AL TOWN S AND COLLECTOR AS
SHALL BE BCH. d0 LL DOWN SOLVENT WELD JOINTS.
WYES, FITTINGS AND COUPLINGS AS REQUIRED TO TIE-IN ALL DOWNSP E A MI .. W CANE ROOF
DRANO FROM THE PROPOSED BUILDING. COLLECTOR PIPES SHALL HAVE A MIN.1B' OWER BBN.
1% SLOPE ITYP), AND CLEM'OUTS AT ALL BENDS. SEE PLAIN FOR COLLECTOR RPE SIZER.
SEWER ROW DATA
.. UNR512aU GPONNR) • MNW GPD
OFFICE 1.0—
TOTAL •14,5W GPD
35
'
F
WATERLINE
30
GHT-0PWAYr
THIS DRAWING IS THE PROPERTY OF:
�-0 OOVER),/
-
and is Dot to 6e ropsaduced IT DOPW in Whole o m pen without
F
permission from Spaulding & Norris, PA. This dr ,h is nm
to be used on any usher project arW is to be -,d ,7
t
-
TEE APPEVl
-
b GATE VALVES
GRAPHIC SCALE
So
PROFILE SCALE:
HORIZ. - 1"= 50'
( 1 FEET )
.OyEGRCK)MDUL
TED ENCLOSURE
`I
!Of
nuT
LtrpoTE
ET'APPED25
- n
2GA,YEALVEB
7.W,TER METER
a 5N
8 IA
BI}l'Y,FF��RROUND UL
C
TTI
4TE�11=Y4GLdSURE
E UC�,1TT' NOTE
I
i
�I 6'XB TEE
2 E VO jE VALVE
wPa�iy_ ABOVE
,
I
I I
(SEE lliDR, NO
ITE 6) 1
I I
FIRE HYDRANT A, BI��
1'r I
I
FR
SEAL:
>��. CAROlY,yz:
S
• 1 =
F.h_ _.. x :: % WLA/WLB/WPB/WPA 3`.xEH
_
6'x6'REDUC ..LL ,.. .. _.. .._- _N,AI i.. 1\
A j ER p
1 . FIRE HYDRANT BL`/j\\� t x X x ` x l \ ' xl x• \F\
�,__..-_€ A_ :A � .a � t � i�a �. .> }' X001 '" ` - \ x x !xli,�U x`\X x\ 'n.
RmILDIN FF 1901 .-3.-e �� V ! x� i
"i"-b'—�' b € y I� �' I '—yF —y h I 9q ZORE.1 REUSE BUFFER ITYP) 1 x x `M x \ w X
O fX40 ZONE Q NEUSE BUFFER (NP x \4 x
j 1I i
{ P
'� -- PVC FIRELIN�'
f---.---
(MIN S'-0"COVERT ', x x x n`• y tX x x�•t x
-V, x` 1
• PROP D CROSSING i!,_7771
I 24A' 1 6"X6" TEE -\ \ y �`y xK°-3+\` )L
18 1 SO INV. 146.1 \� i 1 -FIRE HYDFSANT ASSEMBLY _ x yt
- -� 'F
L TOP 144.0 STREAM
(WIDE 20 CF DI ATERUNE \ 1 `'..... ♦ y\� Y ! 4. N `
I d
I
RED ON STO PIPE (TYP) £ BUILDING FIE 15o.i a-P`�' I \ 100 -YEAR FLOODPLAIN 1 Y x �\ �• � \
I - J -� b •O �_ WETLANDS •I Y�x Y'. x\\ e6`4z? \�\ \\ —___ 184.89 Qom. .:. _.. - FLOODWAV
i )R
EXISTING PARCEL LINE ----_L Y It D 'R 2072 Pc
137
3-160-C.' M�
si
I 1
x �X x x X %i _ 11- - TOI
ERY T
Y
7 INV
SANRARY SEWER/ x x \\
CLEANOUT SPAC�EDx
MAX.. ; t"'p% x/' 1- i /
/ . x )"
CO C
2.5" PVC DOMESTIC W/L O CO _... ;'m �¢<•, x x T % '/' 1
)i
i 13
-...- 6' PVC FIRELINE Jr
'7] COVER •:il 11 I- r xIx A,
1
€ ) )) Pf(OPOSED CROSSING I C , X y i y y %.'i
CONTRACTOR 70 COORDINATE11
of DIP WL INV, 145: )x x/ x` "
J.7•-�--PUBLIC GENERAL EXACT UTILITY ENTRANCE - _ ¢" SS IOP 140;1 / 1 1 I \ . +, r Y y y y / t x ` 1C (Nk.RA-Axl: (AEI0>) x
UTILITY EASEMENT - :! x
A
EASE EN 70 ' 7b` �2. ]
LOCATIONS WITH E TVP �� '
x , x
PM ( ) Y t
1 x x
OFF RIGHT -OF- __ / XC
WAY � - - i , N F, x
f P P - - 71S � �6
RO OSED CROSSING s"'� /
1 K/�
l {>?3 "" -'� 1-6'X6"TEE '�� 72"SO INV. 14216
x/
_ WIDE PRIVATE
/
EXISTING FIRE HYDRANT -' 2-6' GATE VALVE �" NITARY SEWER ... - ' -''8 SSTOP 141 A
EASEMENLT072EMAIN ��.� _ I / _
/
—S" PUBLIC DIP WATERLINE CLEAVF TREES (TYPL, P POSED CROSSING I 1 4i x x x x x Y/{ ,6�SAtJITpRYS }FLSFj�2V10EX %
;OFF RIGHT -OF -W-'' �= / ,' �'_-----, ...._-......_6'bIP WLINV. 145.1 / 1 1 I X x, 7SEFXpf�pFILE PO UI'� qANO SIP) y
1 SO TOP 1A0.6 i 1 r y/
€4-..._- \ -^.... PROVIDE 60LFWDIP,WATERLINE
CENTERED ON STO}2M PIPE - sJ' y Y x x
/x
x I x
P�Lo15o3�0 sgRP AN ,1AGR vuTNL x
2S F�92" ft= EA,ENj PIR
(SEF��{{y,Ry,V LTL BEL ASID STREAM PIPE
• ,' �)- .__. �. 71� �� ,�-'Sc. ,/ ' r >L CffOS�INdoF/TA,LIN
Iii
/- x: %%A�/x M1XM x`% lyTTT�x
c.i(5.NlE
-ILOx X
x{6TIy'N— G y
SANAID
PROx ROMEEP— siETL
SUREQUIRED
WITH CITY OF WILSONi2"BLOW-OFF ASSEMBLY %
1,I
I
'T, 1) ,/
.. _.. �... ry /x x x A "/ ,+' X'1X "i '.` t �/ 1^•IV1 nib
N s.
is t<t 1 cFH.v_h.
`� WP)VWXA ).-..w9rL Y %•.,*
x
ONLY. L f x x x /{c x X x t It
PRIVATE SANITARY SEWER SERVICE PROFIT.
-
------ -------- -------------------------- ------------------------- -------------- ------------------------
RAVENSWOOD RESERVE APARTMENTS
CONSTRUCTION PLANS
WATER AND SANITARY SEWER PLAN
S&N PROJECT: 795-14
2
:E
so
.) BOUNDARY DATA OBTAINED FROM BARTLETT ENGNEERING S SURVEYNG ON 91+r201S.
zJ TOPOGRAPHICAL DATA OBTAINED FROM HCDOT UDAR ON 1RQ015
BJ FLOODWAYAND1W.VRROODLMEODTANEDFRp NCFLWDMAPSON112B IS.
4. WETLAND LOCATION OBTANED FROM BAIiRER 9 r d
1 ERVEYNG ON In . .
5.) THIS XIS DOES NOT DRANTO A PROTECTED WATERSHED DISTRICT
B.) THE EXISTING LEVEL SPREADER ON RIVE APARTMENTS. MUST BE IN COMRUWLE PRCR TO CO
BEINGISSUEDPIUVATNSNIT RESERVE MAINTENANCE
THA RECORDED ROR TESANITARYDSGWERSANK RrN A RLI El•SEMENi SHALL BE REQUIRED ON
THEMINORPIA TF OR TUE PROPOSED SANITARYSEWER LME
B) MINOR PIAT ITE PI SUBMITTED TO CITU OF WILSON FOR REVIEW MOT RECORDED) PLtKKt TO
APPROVAL OF SITE PLAN.
9) MINOR PLAT SHALL BE RECORDED AT THE REGISTER OF DEEDS PRIOR TO BUEDING PERMIT
SSU 8 GE
t0.) ANNEXATION OF THE PROPERTY WILL BE REACCES PRIOR ro BUIL.OING PERMIT ISSUANCE.
THE FOLLOWNGCRITOACCE ALL MEETPIEACCESSIDLERE E(MENTSOFICC
SLOPESEC; DISTANCE TO ACCESSIBLE ROUTE. NOKSLIP SURFACE (FINED d0' MN. WIDTH),
SLOPE SECTIONS PACKING SPACES, RAMPS, ACCESSAISLES. CR095WAK9 CURB CUTS AND
12. ALL IB EEN CONTRO
DE ALL TRAFFIC CONTROL DEVICES. PAVEMENT RD NCE SIGNS AND SIGNALS SHALL BE
DESIGNED, INSTALLED AND NTANEID TRAIN ACCORDANCE WITH THE STANDARDS AS HETI
FORTH IN THE MANWL ON UNIFORM TFWTIC CONTROL DEVICES (­)
u`D No S
.) PUBLIC WATER AND EANRARY SEWER PROVIDED BY THE CI`Y OF WILSON
2.) CONTRACTOR SHALL VBREY THE LOCATION OF ALL EXIS11NG UTILITIES AND SHAAL BE
RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTE)TV LOCATOR
SERVICE d3 HOURS PRIOR TO ANY CONSTRUCTION
S.) ALL CONSTRUCTION & MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF WILSON WILSON
WATER DIS'tRIBUTT—ASTEW4TER COLLECT ION STANDAROB AND SPECINCATIONS.
4.)AL WATER AND SEWER LINES SHALL BE INSTALLED N STRICT ACCORDANCE WITH THE N.C.
PLUMBNG CODE LATEST EDITION.
5.) ALL PUNTy SHRUESI TREES WILL BE PLANTED AT LEAST S' FROM ALL FRE HYDRANTS.
B.) REDUCED PRESSURE BACsF,CW PREVENTION DEVICES SHALL BE AMES CCW WRH OS4V
VALVES OR APPROVED EQUAL N AN ABOVEGROUND HOT BOX.
r.) ALL WAIERAND SEWER LINES WITHIN THE DEVELOPMENT WILL SE PRNATELV MAMTANEO, THE
CRY OF WILSON WILL MAINTNN THE WATER METERS ONLY AFTER WSTAUTION OF SERVICES,
B.) ALL WATER MANS SHAH BE AT LEAST IB -ABOVE THE TOP OF SANITARY SEWER
SERVICE LINES.
9.) MAINTAIN AT LEAST le" OF VERTICAL SEPARATION BETWEEN STORM DRAINAGE PIPES AND
WATERMAINS
10.) WAT£RL—SHALLHAVEMNIMUMY-0'C—Ft.
tt.l AL TOWN S AND COLLECTOR AS
SHALL BE BCH. d0 LL DOWN SOLVENT WELD JOINTS.
WYES, FITTINGS AND COUPLINGS AS REQUIRED TO TIE-IN ALL DOWNSP E A MI .. W CANE ROOF
DRANO FROM THE PROPOSED BUILDING. COLLECTOR PIPES SHALL HAVE A MIN.1B' OWER BBN.
1% SLOPE ITYP), AND CLEM'OUTS AT ALL BENDS. SEE PLAIN FOR COLLECTOR RPE SIZER.
SEWER ROW DATA
.. UNR512aU GPONNR) • MNW GPD
OFFICE 1.0—
TOTAL •14,5W GPD
35
30
THIS DRAWING IS THE PROPERTY OF:
Spaulding & Norris, PA
25 ye'
and is Dot to 6e ropsaduced IT DOPW in Whole o m pen without
F
permission from Spaulding & Norris, PA. This dr ,h is nm
to be used on any usher project arW is to be -,d ,7
t
Spaulding & Nomon a, PA, uprequest
m
GRAPHIC SCALE
So
PROFILE SCALE:
HORIZ. - 1"= 50'
( 1 FEET )
VERT.- 1"=5'
1 inch - 50 Ft
SPAULDING & mFPA1>m w N0. REV SIGN DATE
S4& NTE cBEc PAA1rER5 uc DRAWING
Po ..Box �sozs MITML coNslxucrox sbesiri. z e n
LNNBTnn. NC 2etw
MORRIS, PA zs-zD15 SHEET
s4ry RRN aanFKxnDN /: c -tars
N _ Design Consultants THOMAS;
ERGHEER
SPMAWD.C-5.0
P.T.
972 Trinity Road waEcr r Go cESICNER:
Raleigh, North Carolina 27807
Phone [phone] Fox [phone] PR°1E0i sx+W.YW:
alRntn INGMFERa1B a suRrE»Nc. Pc
�I

+ + + + -�' + �' j \ -\ f \ E>STIN D jIEA[�- + +
\\ WLBMIPBIWPA + -�- -I- I + + +
+ + + + + I -}- 1�YR FL�DPL*W (TYPJ� +
+ +� + + + -}� I -t. FLQTWAY frP) +
\ + + 3f nit ZONE 1 `NEUrSE BUFJfER (TYJP
.. + + 20 i 0 a 20FT-j�ONE I QUFFE
+ + T FORA+RY ZONE 1-10 F + i �O4PEW EATYP) +
3 + 4PE NT ZdNE 1- 2117 SF I '�` t + + + + j}- +SEII1tER; 1 -m TING 4r ITAR
+ TEM?OF��•Z ONES-244 S�
+ PERMAN` ZONE 1 -48.4.. SF + 1 + \ EX. $0' E SAN. SEWER
PEENWZONE 2 - 405 SF r:NT
_TEMPOWY ZOKE 2 -199 SF-%4- + \+ ; H
tS1� TEMPOY D IMPA T -1,464 SF
PERMANEENNTT ND I PAC% ,942
,. ♦ , . r
10' TEMPORARY � +
EASEMENT l ) to
O' WID +
EASEMENT l' � ! +)
6" SS SER%ReE 1+ 4t +6"�D�P S SEk CE \ \ \ \
SS C OUTfl
) PBOOSM15 E AqD JAC STI
• S VICE)J 1LOO S�EELSEME P
SIJ FIE CE DAT TatOSI +
`+ I'-I I I GMH
I �\ \ \\ `'. `\ +\ +SLA
OPO D PARCEL LINE -}- "'-�-\ + \ 4 + 4 \_ + ` O
SANITARY SEWER S* RVICE CROSSING
IMPACT SUMMARY
TEMPORARY IMPACTS:
TEMPORARY WETLAND IMPACT - 1,464 SF (0.033 ac)
TEMPORARY NEUSE BUFFER IMPACT
ZONE 1- 461 SF,- (0.011 AC)
ZONE 2 -199 SF (0.004 AC)
PERMANENT IMPACTS:
PERMANENT WETLAND IMPACT - 2,942 SF (0.067 ac)
PERMANENT NEUSE BUFFER IMPACT
ZONE 1- 701 SF - (0.016 AC)
ZONE 2 - 405 SF (0.009 AC)
PERMANENT STREAM IMPACT - 0 LF SCALE: V=40'
RAV WOOD 1\C 'alts r+ ALAR MEMF
ARED FOR:CREEK PARTNERS, LLC SEAQ:�,����titiunf,��iCITY OF WILSON, WILSON COUNTY, NCGTON NC 28408 ```` • CaR • ',i��
0
SANITARY SEWER SERVICE •' • •••�iy
DAZE : 2-8-2017
IMPACT MAP EXHIBIT S&N FIRM CERT. �: C-1875 g =_
R PROJECT ENGINEER:coz
SPAi1LDING & TOM SPAULDING, PE = y:, 1
S NORRK PA PROJECT CADD DESIGNER: = °�'• '
�Co tb JUSTIN W. ROHDE. PE •,���� S' • •• ��•
- J 972NorTth� 27607 ► i i i t
pimm (918 04-7990 Fa [phone] PROJECT SURVEYOII~ 2--21-201