20140574 Ver 1_401 Application_20140614

M itchell Environmental, P.A.
Transmittal
Date: -Phone Number:
May 30, 2014 919- 807 -6360
To:
Ms. Karen Higgins,
NC DENR / DWR / 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, North Carolina 27699=1617
Transmitted By:
❑Hand'Delivery,
)From:
Scott Mitchell
E] Standard Mail ❑FedEX EOther Certified Mail
Re:
Sunset Bluffs Subdiv. Sewer Outfall -PCN Application — Fu ua - Varina (Wake County)
Attachments:
Copies
Date
Description
5
65 -30 -2014'
Complete application package for Ind. Permit
1
05 -30 -2014
$240 Check #2990 for PCN Application Fee
Comments:
Ms. Higgins,
Please accept the attached PCN Application packages for the proposed Sunset Bluffs
Sewer Outfall in Fuquay - Varina. Please don't hesitate to call or e-mail me with any
questions or concerns, or if you need additional information to process this application.
Thanks in advance foryour'time.
Scott Mitchell
PO Box 341 Fuquay- Varina,.North Carolina 27526
Office. 919 -557 -4682 Fax: [phone]

Mitchell Environmental, P.A.
May 30, 2014
Mr. James Lastinger Ms Karen Higgins
US Army. Corps of Engineers NC DENR - Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit
3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, North Carolina 27587 Raleigh „North Carolina 27604
Re: Sunset Bluffs Subdivision Sewer Outfall Pre - Construction Notification Application
Fuquay - Varina, North Carolina (Wake County)
Mr Lastinger and Ms. Higgins-
Attached is a complete PCN Application package for sanitary sewer outfall impacts)associated with
proposed Sunset Bluffs Subdivision in Fuquay- Varina (Wake County). The 6 acre project site (sanitary
sewer outfall only) is located west of Herbert Akins Road. The property°will ultimately be,developed.into a
residential subdivision that'is served by the sanitary sewer outfall illustrated on attached impact maps.
All,proposed impacts required for this phase of the project are due to sanitary sewer"outfall construction.
The off-site, sanitary sewer outfall will flow via gravity to an existing sanitary sewer pump station west of
Basal Creek, asMust"rated on attached impact'maps. No other reasonable locations exist to,cross,these
features due to the requirement for gravity flow. Crossing impacts have been minimized,to the maximum
extent practical, by designing- the �sanitary sewer crossings,as perpendicular to jurisdictional features as
possible. Proposed permanent impacts consist only of rip -rap channel stabilization at the stream crossing,
and gradmg and re- vegetation in other impact locations. All impact locations willnbe returned to pre -
development contoufs after installation of the sewer outfall. A summary of proposed project impacts are
detailed in the following table, with additional details provided in the application and on provided impact
maps.
Permanent or
Temporary
Wetlands (ac)
Streams (ft)
Neuse Riparian arian Buffets
Zone 1 (ft)
Zone 2 (ft)
P
0.228
36
6,12.1
4,081
T
0.049
12
1,961
1,920
Mitigation is not required for proposed impacts; hence, no mitigation is proposed for this phase of the
project Stormwater management plans are not required for this phase of the project, as no impervious
surfaces will be added to -the property.
Thank you in advance for your tune spent reviewing this application. Do not hesitate to call me if you have
any questions, or if you need any additional information to,process this,application.
Sincerely,
Scott Mitchell, PE, LSS_
PO Box 341 Fuquay- Yarina, North Carolina 27526
Office: 919 -557 -4682 Fax: [phone]

0 0F W A r f;9
I 1 �
20 1 40 5 T 4
Office Use Only:
��' D 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
1a.
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?
❑ Yes ❑X 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
1e.
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 1 h
below-
❑ Yes ❑X 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:
Sunset Bluffs Subdivision D
2b.
County:
Wake - - --
2c.
Nearest municipality / town:
Town of Fuquay - Varina a JUN C' 4
2d.
Subdivision name:
Sunset Bluffs Subdivision
2e.
NCDOT only, T.I.P. or state project no:
L1ftdk4St0mwafjr6rancn
3.
Owner Information
3a.
Name(s) on Recorded Deed:
SSBNC, LLC; Joseph Hicks; Pulte Home Corp.
3b.
Deed Book and Page No.
015547- 00215; 011913- 02577; 014560 -02422
3c.
Responsible Party (for LLC if
applicable):
D. R. Bryan, Jr., Organizer (SSBNC, LLC); Suzanne Treppa ( Pulte Home Corp.)
3d.
Street address:
100 Sunset Oaks Drive, 111 E. Lakeside Drive; 1225 Crescent Gm, Suite 250
3e.
City, state, zip:
Holly Springs, NC 27540, Fuquay - Varina, NC 27526; Cary, NC 27518
3f.
Telephone no.:
919 - 539 -3636 (SSBNC, LLC)
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant'Information (ifAiffer'ent from owner)
4a
Applicant is - -
` i
'❑ Agent ,❑X , Other, specify Developer
4b
Name
,D R Bryan, Jr
4c4
Business name
(if applicable)-
-
SSBNC, LLC
-
4d
Street address
'100 Sunset OaksfDrlve'
4e, City, state, zip
Holly Springs, NC 27540 - -
4f
Telephone no
919- 539 -3636
4g
Fax no
4h
Email4address ,
n,
S.
Agent/Consultant Information (if applicable) - -
5a
Name
Scott Mitchell - - - -
5b
Business name
(if applicable)
Mitchel I•Environmental, PA J "
5c
Street address
PO Box -341
5d
City, state, zip „
a
Fuquay - Vanna, NC 27526
5e
-Telephone no
919- 557 -4682 - - - -
5f
Fax no
919- 557 -4683 J ,
5g Email address
scoff @mitchell6nvironmental com
Page 2 of 10

B. Project Information and'Prior Project, History -
1. Property Identification
1a Property Identification no (tax PIN or parcel -ID) .
0658747.272., 0658745088,; 0658728766, 0658622126
1b • Site, coordinates (in decimal, degrees); ,
Latitude 356264 - Longitude -788084
1c Property size
6 - acres
2. Surface Waters
.,
2a Name of nearest, body of water to proposed project
Basal Creek ,
215, Water Quality Classification,of nearest receiving water
B, 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 '
With exception of clearing around existing sanitary sewer pump station, entire project site is forested Project site is surrounded, by a patchwork of
high to medium density - residential subdivisions of single -family homes, one commercial subdivision; onccounty school, and undeveloped forest lands
}
3b List the total estimated acreage of all existing,wetlands,on,the property 0 28
3c -List the total estimated linear feet'of all existing streams (intermittent,and peren' 0) on the property 150
3d Explain the purpose ofthe proposed project
Proposed project will provide sanitary sewer service for proposed residential subdivision
- 1 „ U _
3e Describe the overall project in,detad, including the type of-equipment to'be used
Project'is a typical residential - subdivision, served by municipal_water and sewer services Equipment used will include tracked excavators, dozers, etc
4. Jurisdictional Determinations t
4a Have-junsdictional wetland or stream determinations by,the -
❑X Yes ❑ No El Unknown
Corps,or State.been ,requested or obtained for ;this ;property /
'all '
'Comments
ro ect includin' prior hases in the,' ast? s_
4b• If the Corps, made the jurisdictional determination, what type
❑X preliminary ❑Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /,Consultant Company Machin Environmental, -PA
Name (if known) Scott Mitchell-
Other
4d If yes,, list the,dates of the Corps-jurisdictional determinations or State determinations and attach documentation
DVVR Stream Origin Determination dated July 17, 2013 Corps �unsdictional dete�mination'was made September 27, 2013
5. Project History
5a Have permits,or certifications been requested or obtained for
❑ Yes ❑X No ❑ Unknown
;this project (including all prior pliases)jin the past?
5b 'Ifyes`, explain in detail according to "help file" instructions - -
r:
6. Future Project Plans
6a Is this a phased project?
® Yes ❑ No
6b If yes, explain
Future impacts are anticipated for, this, project, associated primarily with road and utility crossings interior to the proposed subdivision
Page 3 of 10
�- PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
' 1. Impacts- Summary
1 a'JWhich,sectlon's were completed below foryourprotect (check all that apply)
® Wetlands ❑X 'Streams _ "tributaries ❑X Buffers' - ''❑ Open Waters' ❑ Pond Constru'ctiont
2. Wetland Impacts
If there are wetland_ Impacts proposed'on the site_, then complete this question for each wetland area Impacted', '
2a
2b
2c z; a
2d
- . 2e
•2f
Wetland'Impact
Type of Impact
Type of wetland ' `
Forested '-Type
of,junsdictlon
Area-of
- number
_
" C0' rps'(404;10) 6r
Permanent (P) or
DWQ (401, other),
(acres)
Temporary T
--
_W1 P
-Land Clearing
- - Rivenne Swamp Forest - -
Yes
Corps
0 182
W2 T
Land Clearing
Rivenne Swamp Forest
Yes
Corps
0 037
W3 P
Land Clearing.
•Bottomland Hardwood Forest"
Yeses
Corps,
0 046'
W4 T
Land Clearing
Bottomland Hardwood Forest
Yes
Corps
0 012
I W5 -
Choose one
Choose, one
Yes/No
-
F'W6' -
Choose,one -.`
Choosexone _
Yes /No
- -
_,+_7
+
- 2g Total Wetland Impacts:
0 -217
2h Comments
All wetland impacts are for perpendicular sanitary sewer crossings
3. Stream Impacts
If there are perennial or Intermittent stream Impacts (Including temporary Impacts) proposed on the,slte, -then complete this -
question for all stream sites, Impacted. • ' ' ? i
3a
, 3b ,
_
3c
3d'. ; =
3e,'.'
3f'
39
Stream Impact
_ ..
Type of Impact
Stream -name
Perennial (PER) or
ype of
Average
'Impact
number -
Intermittent (INT)?
Jurisdiction
- stream
length
Permanent (P) or,
-
width
(linear' -
Temporary (T) _
_ _
° = (feet)
feet)
S1 P ,.
Fill -
, dasaPCrbek
PER'-
"'Corps -
23'
12 '-
S2 P
- Fill
UT toBag-al'Creek-
PER,
Corps
10,
12.
S3 T
l- ' Fill
UT to Basal Creek
PER ,
Corps
10
T
V 12,,.,
S4 P
Fill
UT to Basal Creek
PER
Corps
8
12
S5 -
Choose one
S6
Choose one
3Ft Total stream and tributay impacts
48
31 Comments
',All stream impacts are for perpendicularsanitary'sewer crossings and one temporary construction crossing
Page 4 of-10
• PCN Form — Version 1 4 January 2009

4. Open Water Impacts
I If there are proposed impacts Ito lakes, ponds, estuaries, tributaries, sounds, the Atlantic'Ocean, or any other open water of
the U S then indiv ually list all open water impacts below
4=
4b -
4c
4d -
4e -
Open water
Name of.waterbody,
Impact number,
(if applicable)
Type of'impact-� 1,
Waterbody.
Areaof impact (acres)
Permanent (P) or
type
Temporary T
01 -
-
Choose one
Choose
O2 -
Choose `one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
- - , 4f Totahopen ! water'impacts
Y
o.r
'4g Comments
1
, 5. 'Pond or Lake Construction
If pond or lake construction ro osed,'then com lete'the,chart below +' i
-' 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.
Choose one
P2
Choose one
5f Total:
5g Comments 4.
5h Is a dam high hazard permit`required?
❑'Yes" E] 'No If yes; permit ID•no
51' 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 indivldualiylist all'buffer'impacts
below If any impacts require mitigation, then ou MUST fill out Section D ofthis form ' - 1 1, ' - 1 "
6a. Project Is in which protected basin? _ '
❑X Neuse ❑ Tar - Pamlico "❑ Catawba ❑ Randleman ❑ Other a
6b
6c
6d - -
6e
6f
6g -
Buffer Impact
Reason for Impact
Stream name
Buffer
Zone 1
Zone 2{
number---
mitigation
Impact
Impact
Permanent,(P).or.
-
required?
(square
(square
Temporary T
feet )
feet
B1 P
Sanitary`Sewer
Basal Creek
No
2,036
+ -4,358,
B2 T
Sanitary'Sewer
Basal Creek
No
0
„ '22,1 _
B3 P
Sanitary Sewer
�UT to Basal,Creek
No
1,807,
1,204
" -
B4 T
Sanitary Sewer —
UT to Ba'sal'Cr`eblC
No
1,178
1`,177
B5 P
Sanitary Sewer
UT to Basal Creek'
No
2,278
1,519
B6 T
Sanitary Sewer
UT to Basal Creek
No
783
522
6h Total Buffer Impacts:
8,082
6,001
61 Comments All buffer impacts are for'perpendicular sanitary sewer crossings and.one temporary construction crossing
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'proiect
Wetland; stream, and buffer crossings are.perpendicular, , Land surface along the sanitary sewer outfall will be returned to pre - development contours
after completion of sewer installation—,,,
lb Specifically describe measures.taken to avoid ormnimize the proposed impacts through construction techniques
Impacts will be minimized by installation bf silt fence.and;tree protection fence at, limits of disturbance prior to any grading -on the,sde
2. Compensatory Miti • ation f6elim acts tolWaters of the U.S. or Waters of the °State
2a Does the project require Compensatory Mitigation for
❑ Yes ❑X No
impacts -to Waters.of the,U S or Waters -of the States
2b If yes, mitigation is required by (check all that apply) ,,,
❑ •DWQ,r; , El-Corps,
❑ bank._
2c If yes, which mitigation option will be used for this
,Mitigation _
❑ Payment to in -lieu fee program
projects - - - - -- -
-
-
- ❑ Permittee- Responsible Mitigation- -- -
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
Type Choose one
Quantity
3b Credits Purchased (attactFreceipt and - letter)
Type Choose one,
Quantity,
Type Choose one
Quantity - -- ,, -
3c Comments
4. Complete if Making a,Pa ment,to -ln -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,,requested4(DWQ only)
square feet y
4e Ripanan 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 f4 January 2009—

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — arequired ,`by DWQ ,
6a Will the pfotect result "in aricimpact,within a' protected fipanan buffer that. ;requires'
�^ Yes, ~ ®No-.
buffer mitigation)
- -
6b If yes, then identify the square feet of impact to each zone of the riparian lbufferlthat ,(equires-,mitigation Calculate the
amount of mitigation required
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigations
(square feet) -
1
(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, pay,ment,into an, approved in -lieu, fee fund)
6h Comments �' Y
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
0 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
No,imperv_ious surfaces,wdltbe added with this, phase of thelproject
'❑ Yes No ,
2.
Stormwater Maria `jement Plan
-2a,
What is the,.overall percent.imperviousness of this-project?- _
_ 0%_
2b
Does this project require a Stormwater Maria emeni Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater-,Management Plan, explain why
No
impervious surfaces will be added with this phase of thei project, `.
,
2d
If this project DOES require a Stormwater Management,Plan, ttien'provide a bnef,f narrative description of the plan
2e
Who will be responsible for the�review,of the Stormwater Management Plan?
3.
Certified Local Government Stormwater,Review
3a
In which local government's jurisdiction is this; project? _ - --
Town of Fuquay =Varna - -
❑ Phase II
M NSW
3b
Which of the following locally - implemented stormwater 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 ❑ 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 ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401, Unit,submittal requirements been met?
❑ Yes ❑ No
Page 8 of'10
RCN Form — Version 1 4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a
Does the „project involve an, expenditure of public•(federal /state /local) funds or the
El Yes ❑X No
use of public�(federal /state) land?
lb
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,
❑ Yes ®No
or Riparian Buffer Rules (15A NCAC 2B 0200j?
2b
Is this an after - the -fact permit application?
❑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 accordancemith the
most recent DWQ policy If you answered "no," provide a short narrative description
This sanitary sewer project is part of a future single- family,subdiwsion which is unlikely to result in, cumulative impacts beyond those presented in this
application
and applications submittedlor future phases of the subdivision
4.
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater, generated from
the roposed project, or available capacity of the subject facility
Wastewa
er generated from,the project,will be collected, treated and discharged by the Town of Fuquay -Vanna wastewater treatment system
Page 9µof 10
PCN Form — Version 1 4 January 2009

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project'occur in or near an area with federally protected species or
Yes QX No
habitat?
5b Have you checked with the USFWS,concerning Endangered Species Act
El Yes ®No
impacts?
5c If yes, indicate the USFWS Field Office you have contacted
-
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? J
North Carolina Natural Heritage Program Map Viewer
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?
NOAA Essential Fish Habitat Mapper
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; ®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?
North Carolina State Historic Preservation Office HPOWEB GIS Service
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
Yes 0-No '
8b� If yes, explain how project meets -FEMA requirements -
The only impacts,that are proposed Within, a•FEMA- designated'100 -year floodplain are,assor4ated with the installation of a sanitary sewer outfall No
changes are proposed to.the contours or elevation of the existing ground surface within this floodplain,, hence, there will be no impact on the flood
elevation resulting from these proposed impacts _
8c What source(s) did you use to make the floodplain determination?
NC F000dplain Mapping Program
Scott Mitchell
-
05 -30 -2014
Applicant/Agent's Printed Name
Date
Applicant/Agent's,Signature
(Agent's signaturwis valid only if an authorization
letter,from the applicant is provided
Page 10 of 10

Mitchell Environmental, P.A.
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLED IN BY'CURRENT LANDOWNER
Name: Cf B W L LLCi
Address: o
(dot -f-y it/G 27y
Phone: _q11_
Project Name/Description: d�✓ ��'✓ '� 85AG ce NAT 4la"�
V4 W�o Go
Date:
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1,890
Wilmington, NC 28402 -1890
I
Field Office:
Re: Wetlands Related Consulting ,& Permitting
, To Whom It May Concern:
L the current - property owner, hereby designate and authorize Mitchell Environmental, P.A., to act on
My behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc., from this day forward. This the a3 09 day of
- A,V6ue�' • a° 13
This notification,supercedes any previous correspondence concerning the agent for this project.
PRINT Owner's Name ROPERTY Owner's, Signature
Cc: NCDENR — Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
PO Box 3 -41 F. uquay Varina, North Carolina 27526
Office: 919 -557 -4682 Fax: 919 - 557 -4683

C
m N �
N n --
�E
m no m
4
C
am�
Q�o:3 t
� o
m
O m V Z O
W N o m m Q
N N m C, L m
CD
MR
wN
,TyW_
W
C\
0
L
a
c
0
.N
=v
0
y
m
v
d
N
C
3

Ij
CART
� • 9� � -�C•�. _ - 9lil v
EM
vy1 \
�-A\
•• -- IAR, � (e. ! � f\4 •I `V. . -_- 'iii .�- .` �, .`
Sun %et r'"'� :[
111 t� ; - t�� ���' • • ij - r'
Ba
- �'' is .��: \ • � • ����.. • ,. � `^• � @ 7
Al
�� l Y- l �. -�.� • • tes •fir ..
IE
X11 �, •�s� `•,;•�•2 •r ••;i ^ 1• jr
- +- __ -��� Y �� �-�:. :__ - � =_ I - ' _ tip,•
� i \ '� �- J {�,� +.may,,,- � __ � - •• \ • -� `� <••_ . s
rt
it
Elm W
438 • _�

CAROLINA — SHEET NUMBER 90
AgB
.0 CeC2
CeD ! I �' 1d82 \ cSlU12 �5w ' eF
z / GQ x.•_ !� �;f CeF Ce ` \ A
e � r
�CgC r \
Lake
- / GaF 3
CeF i
Cg62 C'i�'. Cg82 � 1�2 ` Cep _.
C163 A&02
j t
L
i �lYo Ce f CC2'"°
2 i C� 1 , _ .... cgs
w„
eF r \` y4 ,{ �... . • NOB
Fa82 C Sg= �� j Z `LY
ApC A�8 °C O Cgw2 / CeD �PVZ
Ag82
ApB2 C.gC / t CGS
NoB NoB 1 F ::
r82
Ors CgIS2 Ass No6 • ___— NoB.a.
O
OrC2 Y eC ; f AID �2 Wa m
X82 Or82 No6 c9c? CeD` NoC \\ Wa>a c
\� P o
No82 \� A$B2 • G `• �'
C WaA
g6 � Wn AgB2 No ra
\ e
WaB
Ag8 d cue
Was
t 1 Nos
WaC
GeD o '
i •i
Ce$ lag ;. No8 Was NoB
' Ly
A WgA ,.
• Was Wa • \., No Was
Nos
C
ADB2 Al'Q
WaB
Was ,4• NOB
NOB was
i
WgA WgA NOB 'r-
IiQ O
Nos ♦ • y�Ipe ;e� Was No6
Noc ..
• WgA
NoB 13
WgA Ai W9A y! WgA
NoB
O F.:
Nos w
Was
�1
No$ was
W `
WgA • i' , Was Wac
r. WgA
Me

NC DENR - DIVISON OF WATER QUALITY
.0315 NEUSE RIVER BASIN
Class
Name of Stream Description Class Date Index No.
Unnamed Tributary to Swift
From dam at Silver Lake to
WS- III;NSW
08/03/92
27- 43- 5 -(1.5)
Creek (Yates Mill Pond)
a point 0.5 mile upstream
27 -43 -9
Neal Branch
From
source
of mouth
Swift Creek
C;NSW
05/01/88
Unnamed Tributary to Swift
From a point 0.5 mile
WS- III;NSW,CA
08/03/92
27- 43 -5 -(2)
Creek
upstream of mouth to Swift
05/01/88
27 -43 -11
Pond)
Creek
Swift Creek (Lake Benson)
From a point 0.6 mile
WS- III;NSW,CA
08/03/92
27- 43 -(5.5)
to
upstream of Wake County SR
C;NSW
05/01/88
27 -43 -12
Cooper Branch
1006 to dam at Lake Benson
source
to
Swift Creek
Buck Branch
From source to a point 0.6
WS- III;NSW
08/03/92
27- 43 -6 -(1)
source
mile upstream of mouth
Swift Creek
C;NSW
05/01/88
Buck Branch
From a point 0.6 mile
WS- III;NSW,CA
08/03/92
27- 43 -6 -(2)
backwaters
upstream of mouth to Lake
05/01/88
27- 43- 15 -(1)
of Sunset Lake
Benson, Swift Creek
Reedy Branch
From source to a point 0.5
WS- III;NSW
08/03/92
27- 43 -7 -(1)
27- 43- 15 -(2)
mile upstream of mouth
Lake
to dam
at
Reedy Branch
From a point 0.5 mile
WS- III;NSW,CA
08/03/92
27- 43 -7 -(2)
From
upstream of mouth to Lake
to
Sunset Lake,
B;NSW
05/01/88
Benson, Swift Creek
(Mills Pond)]
Middle
Creek
Swift Creek
From dam at Lake Benson to
C;NSW
05/01/88
27- 43 -(8)
From
Neuse River
Sunset Lake to
C;NSW
05/01/88
2B .0300
Mahlers Creek
From
source
to
Swift Creek
C;NSW
05/01/88
27 -43 -9
Neal Branch
From
source
to
Swift Creek
C;NSW
05/01/88
27 -43 -10
White Oak Creek (Austin
From
source
to
Swift Creek
C;NSW
05/01/88
27 -43 -11
Pond)
Little Creek
From
source
to
Swift Creek
C;NSW
05/01/88
27 -43 -12
Cooper Branch
From
source
to
Swift Creek
C;NSW
05/01/88
27 -43 -13
Reedy Branch (Little Branch)
From
source
to
Swift Creek
C;NSW
05/01/88
27 -43 -14
Middle Creek
From
source
to
backwaters
C;NSW
05/01/88
27- 43- 15 -(1)
of Sunset Lake
Middle Creek (Sunset Lake)
From
backwaters of Sunset
B;NSW
05/01/88
27- 43- 15 -(2)
Lake
to dam
at
Sunset Lake
Basal Creek [(Bass Lake,
From
source
to
Sunset Lake,
B;NSW
05/01/88
27- 43 -15 -3
(Mills Pond)]
Middle
Creek
Middle Creek
From
dam at
Sunset Lake to
C;NSW
05/01/88
27- 43- 15 -(4)
Swift
Creek
Rocky Branch
From
source
to
Middle Creek
C;NSW
05/01/88
27- 43- 15 -4.5
Camp Branch
From
source
to
Middle Creek
C;NSW
05/01/88
27- 43 -15 -5
Bells Lake
Entire
lake
and connecting
C;NSW
05/01/88
27- 43 -15 -6
stream
to Middle Creek
Mills Branch
From
source
to
Middle Creek
C;NSW
05/01/88
27- 43 -15 -7
Terrible Creek ( Johnsons
From
source
to
dam at
B;NSW
05/01/88
27- 43- 15 -8 -(1)
Pond)
Johnsons
Pond
Terrible Creek
From
dam at
Johnsons Pond
C;NSW
05/01/88
27- 43- 15 -8 -(2)
to Middle
Creek
Panther Branch
From
source
to
Middle Creek
C;NSW
05/01/88
27- 43 -15 -9
Little Creek
From
source
to
Middle Creek
C;NSW
05/01/88
27- 43 -15 -10
Page 15 of 43
2013 -12 -09 10:50:02

�6x 7k
NCDENR
'North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat'McCroy Thomas,A Reeder ,John,E Skvarla, III
Govemot Acting Director " - Secretary
- July 17, 2013,
Scott Mitchell
Mitchell Environmental
,IPO Box 3.41'
4 L
Fuquay- Varma, NC 27526
_ Subject Surface Water Determination ,Letter
NBRRO# 13-156
Wake County
Determination Type-
Buffer Call
Isolated,or EIP Call
® Neuse (15A NCAC 2B 0233)
Start@
❑ Tar - Pamlico (15A• NCAC 213 0259)
❑ Ephemeral / Intermittent ,Perennial,Determination
USGS
To o
❑_ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B 0267)
Project Name ` Jones RansdelUSunset X Site
Location/Directions Subject property' is undeveloped private lots
. t
Subject Stream UT to Basal Creek
Determination Date: July 17, 2013 Staff: Cheng Zhang �
Feature
E/I/P*
Not Subject
Subject
Start@
Stop@
Soil
Survey
USGS
To o
A (Y1 to
Y2)
I
X
DWQ Flag (Int
-start) __
DWQFlag,(Int
Stop)
-X
B (ZI)
P
X
DWQ Flag
X
0
E
X
Throughout
D
_ _ E
X
Throughout
_
E(XI)
I
X
DWQ Flag (Int
start)
DWQ Flag
(perennial start
Ix
X
E (X2)
P
X
DWQ Flag
(perennial start)
X
F
E
X
Throughout
X
X
W11P = Ephemera[ //ntermittenbPerennial �p 'f
No Carolina
- )aturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet www ncwaterquality org 1628 Mail Service Center Raleigh „NC 27,699 -1628 FAX [phone]' 1- 877 -623 -6748
An Equal Opportunity/Affirmative Action Employer — 50°% Recycled /10°% Post Consumer Paper

Jones Ransdell /Sunset X Site
WakefCounty
July 17,2M3 = "
Page 2 of 2
Explanation The feature(s) listed above has or have:-been located on the Soil Survey of Wake County, North
"Carolina or the most recent copy of the USGS Topographic map at a 1 24,000 scale Each feature that is checked
_ "Not Subject" has been determined, not to be a stream or -Is not, present on.the property -- Features',that are, checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream There may be
other streams located on-your property that do not,`show'up on the.maps referenced above but, still 'may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division.of Water Quality
This on -site determination shall expire five (5) years from the:datvof this letter Landowners-,or affected parties that
dispute a determination made by the DWQ or Delegated Local Authority may request a,determmation by the
Director An appeal request must be made within sixty (60) days of date ofthis letter or4foin -the date the affected
party (including downstream and /or adjacent �owners) is notified'of this letter A request for a,determinahon by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWQ WeBSCaPe Unit, 1650 Mad Service
Center, Raleigh, NC 27699
This'determination' is final and'bmdmg'unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days '
r..
The owner /future owners should notify the Division of,Water Quality (including any_ other Local „Sta(e,;and,Federal
Agencies) of this decision concerning any future correspondences regarding the subject property (stated aboye) This
project ^may require a Section- 404 /401-.Permit for the proposed activity Any inquiries should be directed -to the
Division of Water Quality (Central Office) a_t (919) = 807=6300, and the US Army Corp of Engmeers (Raleigh
Regulatory Field Office) at (919 )-554 -4884
If you have queifioris iekarding this &termination, plea'se`feel'free to contact Cheng Zhang, at (919) 791 -4200
-es p ctfully, — - - - -- --- -
Danny Smit
Regional S ervisor
cc RRO /SWP File Copy
y r r

LdSi
C183 CgU Y I . 4r ir` /.g� 1 'y'�F. _ d '� ,,mss ,y�_ L', I�d�t \,i
. - 1Y ' +� � - � A+ P ,` �.�' ,, ` • „3.+ /ice
` ; t > a;.r(`,g `� sr f`'^ ., /q •a :C;B�'s*'�
Cc
i - - S, t` �ii•wrl. F -iy•• •�r`- •!, G`AC _ ^ - - ` I -. •,� G�i ,� „ +I
,r�fjiVYy
joll
Icz
Re
eat
p82 y %CSC K F ��� ;z . +CaD �.x'..►gg2
ill Oil,
4A
-ry
AO
Wa0 +
- ^ � i, ; ,T 'S: �nr4*1i r. '� . r 7�9 F a• - i e
JOB CgC2' ` CeQ�,'':" IY1oC
fig( ' ` WiA r �tY „C}
:2 CgB _ tV�n j '�">> 'R NO d ` _— m
q, •, _ A882 '
#4 ea was
l: + �'•t'n'45'f S.Y i1gC2 •�p� - l.pl�- , i,r ,i a
• yC` '` ~a - , No
Wt
Avac
WO . •146, .Na
�.:�, : ; --- • ._...�'�" Aw - ©r , -
^ ..._ ` Ce!? • V'�a °i was �~ . NeB
a� •' AaC NOB N
AgB ;} AOC
�• •_ �e oy NOB
WaB
'r - \� ,,, - ' ✓ ,�,•�,c NOB
W68 J1 / I r
P�oB Nab ` 140C aC
��"T t'N3Vt _ - ��• n 'i'K4 n..i �n� y�, ' • i�i �'�
' 1= a 'b,� -fie
ki
' ° � ;� L '°' -•k-' � `Je ,-�, `.• � ' :. w :SEE" -.,}, �`1 � o � �'
OB
n r NoC a� - `` WaC ,�
i ail
WjA

"'r, -._ -, y- -.\. _ .. `tea - ./ °,.i r ' � , v' ,r�q� ", `� }� - �r��!.• t ✓e rd,J 1
of
GOA
• e 1 r . (! \
. �....��� � • ° • t,1� y ` - f � �� ,�`, �/� ' i a i� •�'e�`' ■t ,� • � • t: `• •�si�+'i:•—
to a
`` ' - _ ` '' ° • i ,e -•\ � ` ,� \�,.„�� �� � � �, ,,•. "'s.��a"'�^ \�;,, � 1. ° _i, _ ��` t 'i'�.e , r
y vi,'Y 'T� •�_�lt tr' '�L {WN J /��jp'�' +••. `•� , r'i '``L 1°� ^i �i': -.'l e�.�T`..�r/ �� 'ffs• o'' ,Q ♦.a ro -
l. t. , �"�. `•`4'.• =� Lake t °r n fit, • ,' " r r`�`� ' � .,� • • • \•`"� - •'• j • e ' � a • ' ''n
f t i
_-.i:. • , a` v. r • \ t a r r ' ! �'! o- 'ht . • ° • • o 41 a - e • • _
�-�_•� '\` ���� r tttt �` %ti ® +' � 1 �� r`j` {y; ''� - .� �� - �:`' a � /mh.•i�..,
•a • e • _ `f�' ` .� ..-„ _ a's •_w • 41 •` j�
'•,` +_� ZZ, °c lL ° •• ' f{ ��•e�. ¢ t � • e ,�i X10 J
ti � -� /" _ � ! ,`L� �,'t -• ` • ° !_~ _1 t�/ � - �`. � \ •'� '\,� v�� ••`f~Y�� eta ^'.�� i -�.
``'Y\ -" �+ a e• •• • �, •. �r-
^= '�"r., �.. J�CY.t 4 , � �� . r \' � � '~ \� i ~r�i� ` ' sti�•• a` ice_ ��� ,
a ter' \ o• •• a o1+
,di_ ' .'`., ' /_./.I'r� r?1 • �f _ _ —� t"`'.VA` ° %/ a �i N ' •age e 'e tt{ t+
.e._ .. i= ° .y,• -`f, , f r+ ' \4 °`�1• > tea.,''•
�' "t � ���_ � ``-- •�`1�,,� �s � ��'1�`� � } ` �b`7f �'t • `tom �e •,� p° �a ;'�•%'s °-; r�yt \■ « e ,' „A
at
or
IL
IF
' ' '� - ) y-� • 1r% _•, a -� •f
1. , ( �' � �'� -2r- - � -� �' � •" ~ 1 1�_ � �� �, e� n� `° y»•�'«',, �� •�� .% � � _ s� �
_.... � ''.` ,� C^ _ � ��'nrrr.•r i�'�__ h �.. y `''�, • h yam* :f�- >• •��_ -1'�► •1j° '
--/ ,r.,.Jr -�' ' -c i l �'_- '• i \t�� -�_f v + ° f �' `� _, ~, ``„// \ • r' t`re`± �.3 • t o% i -
��..�//✓ , .j , + rJ \ to >,. `.�± ♦ -mot f /' \.`' a \' r". .j rl ) r
9
1J ,i ik � � \` \•�hy`d \`� \ `�_ ..` /-�`, � i � �, i , / t� `L1 ' r�� � r 1 t \1
i•'° t to i�f- +�.,,' l� r'SYt, Y ter..•_ / • t+ ti, .�� Y ; _mil, T,
•, i i t
INS
Alo
,1` \' . ;,.j • � ri • ,i � � �„� \ -��•
rem • f � o 41
• -�' ...� ,,� r , .
. �-�_�; '� y - ;, era -. , _-- -' • �' _� J - : ,, ,;'� �! y: l�`•
i , • r ,i- \_' • ' s it <...�"1 �:�• oh
r ,- .{{{��.- , J� `.���`r, 'a, �•°ss??��!lp�.''p�fi, t /- 1 � • - J r--- ,a.._.. a : � ' _ �; � F � � a : - \!:

NC Department of Environment and Natural Resources
Natural Heritage Program - NHP Map Viewer
Natural Heritage Program Map Viewer
(Data last updated on April 16, 2014)
Help and Definition ( http: // portal. ncdenr. org /c/ document` library /get_flte?uutd- 3da6baa6- 9263- 4eOa- 8Of5- 78d62a3b4741agroupid =61587 )
. ..I--.._.___. _........._..........__........ I ......................... .____... __.._.._._ _......I....................... _......._.... .._... .....I ...... _... .. ..-
Note: information on element occurrences is no longer returned by the Map Viewer; to request this information, please see "Site Specific Requests"
under "Data Services ".
Grampian Lane, Fuquay Varina, NC 27526, USA Enter an Address
35.6264 - 78.8084 Latitude and Longitude
idecimaldegrees)
Search Radius: 2 miles • OR
just click a map location below...
Search Clear Fields and Reset Map
c 1 157 `n -
HdH r� `j 1` -I 7e `IS
4 n�
2 "alb
^��Uak<Ngwr v ,J e
tP Springs 9
io Sunset take
� y 1301
Oro °� 4C 55 Sass Lore ta
y 70 `°fir as
01 t pd I--3 '6 H, ;llop4
L
t Q '
F131-31
w
Pn9 IA'W
7
- Wade Nash Ad
op
l
C Search Radius ac.ssse s r '
Significant Natural Heritage Areas 13D1
Managed Areas
mower ,i. � •,.r ,s �,- �.,.��.....
QRfpJ(.mapt7po4pk &e!r ii?M=.3 .E °9_ a.eoeaaz =13at•paM =erU6epl•t15ar 1 km cti n.,mps_didog$apiret too tput=daasic) Map data ©2014 Google
SHOW RESULTS FOR: 0 Significant Natural Heritage Areas 0 Managed Areas
Show 10 • entries per page Download Results Filter search results:
Site Name Acres Owner Representational Rating 1 Collective Rating
Blue Pond Salamander Site 1 0.61 I PRV, NCMNS 15•General 15- General
Showing 1 to 1 of 1 entries First Previous 0 Next Last

The Natural Heritage Program Map Viewer- provides, information'on'significant natural Rentage areas and managed areas occuirnng whin all -Ito 5 -ngle radius of a user -
selected location Below are brief notes on use of the map viewer For more Information on use of the map viewer or for an explanation of the values returned by the
search,.see,the "Help and Definitions" link above
• Results are displayed for significant natural heritage areas by default To display results for managed areas, click the appropriate radio button in the 'SHOW
RESULTS FOR" section above the results.table
• Clicking on a,column name in the results table will sort all entries in that column; Clicking a second time on the column name' -wdt reverse the sort
• The results can be further refined by entering a text string in the "Filter search results" field Entries not containing the text string wdi,be removed from the
table of results '
• Clicking the "Download Results button will give you the option of saving the results table to a comma- separated - values file This type of file can be opened in
most spreadsheet programs, Including Microsoft Excel
• If you have any questions regarding the data'contained on the map viewer, contact Natural Heritage Program staff (http / /portal ncdenr org /web /nhp/contact) For
techmcai,issues , regarding'the,appbcation, contact the Conservation ,lnformation,Manager
Use of North Carolina Natural Heritage Program data,should not be{ substituted for actual field surveys, particularly'if "the project area contains
suitable habitat for rare species If a database search lists no records for a,project area, it does not necessarily mean that they are not present
The area may not have been surveyed by biologists, or the data may`not have been reported to NC Natural Heritage 'Program,
Information obtained ,from the North Carolina,Natural Heritage Program Map Viewer should'be cited as follows North Carolina Natural Hentage
Program Online Map Viewer [search date] Department of Environment and Natural Resources, Office of Conservation, Planning, and Community
Affairs, Raleigh, NC. Available at www ncnhp org
NORIII CaAOCIN• /
Natural
Heritage ( http / /portatncdenr arg /web /nhp )North Carolina Natural Heritage Program • 1601 Mail Service Center • Raleigh, NC 27699.1601
Program '
SCIENCE GUIDING CONSERVATION
N C. Department of Environment and'Natural,Resources
1601 Mail Service Center, Raleigh, NC 27699 -1601
Headquarters (Environment and Natural Resources Building) 217 W Jones St
Archdole'Buddmg 512 N',Sabsbury Sf
Toll Free (877) 623 -6748
_ s
C�

Sunset Bluffs Sanitary Sewer Outfall
May 30, 2014
• NR Individual Listing
NR Listing, Gone
* NRHD Center Point
National Register Boundary
F-1 Rnnnrimm of rlactrnvari /Ramnvorf NR I ictinn
1:10,000
0 0.075 0.15 0.3 mi
0 0.125 0.25 0.5 km
Sources Esri, HERE, OeLorme, USGS, kYermap, increment P Corp.,
N2CAN, Esri Japan, WTI, Esri China (Hong Kong), Esn (Thailand),
Tam Tom, Mapmylnde, © OpenStreetMap contrbutors, and the GIS User
Community

�f
t- T I It' I I I � 11,1Z N I I x
ZONEAE
ttl� Eimp #
k
PHASE4b
7,,
77
It
Xt
It'll
V.
A
A
P H A S E"-\
A -t
E
AppJ 1 M PAGO"'
BS
Rja
DRAWN BY
M6
AJF
APPROVED BY:
P H A S E"-\
A -t
E
AppJ 1 M PAGO"'
BS
Rja
DRAWN BY
AJF
APPROVED BY:
RJ8
DRAWING NAME:
SB-MSE—:-CD--201-4]
iii' Y"UX tit
PHASE 2b
VIIIMII�
M.- MO
PHASE 2a
22,
- *-ft
saMC Cr
tix
GRAPHIC CALB
0 100 200 400 5E
77=
( IN FEET )
1 inch = 200 ft.
MILL RIDGE
UBDIVISION
j ff
GENERAL NOTES:
i. ALL CONSTRUCTION SHALL CONIFORM TO TOWN OF FLOJAY-VARM
STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS
9 SEE COVER SHEET FOR ADDITIONAL NOTES APPLYNG "THIS PHASE OF THE
4 PROJECT.
ROJ
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SLRVEVINO IN JANUARY 2014.
AND IS IN NAD it COORDINATE SYSTE#AnED TO NGVD&IVEERTICAL, DATUM.
TEMPORARY BENCHMARK IS LOCATED AT THE EXISTING MANHOILE TO THE
WETWE LL AT THE PIMP STATION ALONG HILLTOP NEEDMORE ROAD EXTWSION
f t ON THE SOUTH END OF THE SEWER OUTFALL
C WETLANDS AND NEUSE RIVER SUFFERS HAVE MEN DE11NEATED BY MITCHELL
ENVIRONNeffA1, PA. DATED DMEMSFA 201$.
"M6W, DATED
S.REFERENCED FLOODPLAIN AS SHOWN ON FEMA FIRM 47
I M r * ' AL'O*;k T
MAY Z 200rk
& ALL NEW UTUTY LINES MUST BE UNDERGROUND,,
A # 0*, 7. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF RrAIAY-VARINA AND
WAKE COUNTY ENVIRONMENTAL MPECTORWILL BE FWJRED BEFORE
BEGINNING ANY 0014STRUCTION.
1 f A PF" E
UTIL
8 CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISS t ING ITIESAND
SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FRW HIS ACTIVITIES,
CALL UTILITY LOCATING SERVICE 48 HOURS PRIOR TO DWNG- 114OH324949.
NOTES;
UTILITY NOTES - SEWERLINE.
Em C. AANSDELL, HORS
El AL 1. MY SEWER MANHOLES LOCATED NEAR A FLOOD PLAW WILL, HAVE THEIR TOP
ELEVATION EXTENDING 27 ABOVE THE 100-YEAR FLOOD PILAN ELEVATION.
OTHERWISE, MANHOLE TOPS $HALL BE MINIMUMOF VASOVE FINISHED GRADE
WHEN OUTSIDE THE ROADWAY RIGHT OF WAY.
_4 J
2 ALL SEWER WALL BE W PVC UNLESS OTHERWISE SPWFIED-
I EACH SEWER SERVICE FOR INDIVIDUAL LOTS WILL BE
4.SEWERUNESTOSE PROVIDED WITH WMLNTIDOVEF, 'TO SMRADF-
MSTN't ow POW
ELVA C,, RANSbELL, HORS
5. SEWER MANHOLES 12 FEET OR DEEPER SHALL BESIMETER. OTHERWISE,
ET AL
I It ALL MANfOLES ARE TO BE f DIA)AFrER STANDARD.
FOR DEEP INSTALLATION USING C• 00 PIPING, THE FOU.0WING CMD11M
SHALL APPLY:
I M A C A. C-M SHALL BE MINIMUIM DR-14.
B. THE BEDDING SHALL BE DESVeD PER MANUFACTLIPER
RECOMMENDATIONS, HOWEVER BEDDINGG SHALL BEA MINIMUMOF I FOOT
y A waft BELOW WERT AND I FOOT ABOVE CROWN OF 78M CR NO.5 STONE
G. SEWER SERVICES SHALL ALSO BE 0-9W PIPE WRAPPED IN MINIMUM
NEW RECON
()I- qt,,Fr \ 6- INCHES OF STONE ABOVE AND BELOW THE CLEA OJT AT TH E R 0 14T Or-
AMEA
t «kmvoplp- Exlve.104 WAY.
D. A GECTECHNICAL REPORTSHAII FIE PROVIDED W OERTIFIESTHE,
ABSENCE OF PETROLEUM WITHIN THE SOLS. F PETWAMN PRODUCTS
ARE DISCOVERE
DIN THE AREA SUCH AS DUETOAN OLD LEAM FARM
p
E� --p TAW, THEN C-9W WILL NOT BE ALLOWED.
-171 HILLT,0P NEEDMORE 1.,\,�XTENSION
'110' RLqt�IL,�F WAY E, THE ENTIRE SEWER LINE AND SEWER SERVICES SHAIL BE LEFT EXPOSED
FOR VISUAL INSPECTION BY THE TOWN CONSTRUCr0f INSPECTOR
-LL, WITH W*& ATTENT M AT SERACE TK�18.
KFO% BAC*
'LL BE USED IN THE
F p
F. NO ROM LARGER THAN fiMHM IN DIAMETER SKA
FIRST THREE FEET OF 8ACIORLOVER TOP OF PIPE.
L"T
G. IN ADDITION To STANDARD TESTS, THE MANHOLES SiALL BE VACUUM
\THESEMLNET"
j
TESTED, THE SEWER LINES PRESSURE TEMD, AIC
't A WITH ATAPE PROVIDED TOTHETOWN WITH THE ASAOULTRfift
H. THE MANHOLES SHALL HAVE EXTENDED BASES FOR STABILITY.
7-- J
jf AREA
0
CON5ULTING
2805 Tobermory Lane
Ralsiqh NC 27606
Phone No, (919)618-018D
License No, 0-2149
/I N
z
S!
A 17
1V
I'M 0
REVISIONS
NO DAX E DESCRIPTION
PROJECT INF*RMAMON
PROJECT MANAGER:
Rja
DRAWN BY
AJF
APPROVED BY:
RJ8
DRAWING NAME:
SB-MSE—:-CD--201-4]
511"ERMELOPER
SSBNC, LLC
P.O;. BOX 38
HOLLY SPRINGS
V 0-
PLAN SET
DATE
5-5-2014

G. IN ADD" TO STANDARD TESTS, THE MANHOLES SHALL BE VACUUM
TESTED, THE SEWER LINES PRESSURE TESTED, AND THE SEWER LINE TVD
WITH A TAPE PROVIDED TO THE TOM WITH THE AS -BUILT PLANS.
H. THE MANHOLES SHALL HAVE EXTENDED BASES FOR STABILITY.
325
I
SEWER OUTFALL
3651
GENERALNOTES:
NOTE: NOT ALL ITEMS ARE SHOWN ON OVERALL "
F
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF FUOUAY-VARINA
THE LIMfTS OF DISTURBANCE
STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS.
0
L0 CN 0 :E
S&BASE-CD-2014 I
Z SEE COVER SHEET FOR ADDMO14AL NOTES APPLYING M THIS PHASE OF THE
�o
PROJECT.
CONSTRUCTION EAS1610"IT
r1r)
3. SURVEY INFORMAT04 PROVIDED BY SULLIVAN SURVEYING IN JANUARY2014,
360
AND IS IN NAD 83 COORDINATE SYSTEM TIED TO NGVD$8 VERTICAL DATUM.
—
rl-
TEMPORARY BENCHMARK IS LOCATED AT THE EXISTING MANHOLE TO THE
00
<
WETWELL AT THE PUMP STATION ALONG HILLTOP NEEDMORE ROAD EXTENSION
7
+ C'4
ON THE SOUTH END OF THE SEWER OUTFALL
<
I;= CIE-
<
4. WETLANDS AND NEUSE RIVER SUFFERS HAVE SEEN DELINEATED BY MITCHELL
0 Lo
0
ENVIRONMENTAL, PA. DATED DECEMBER, 2013.
-!�;
Lo
5.REFERENCED FLOODIPLAIN AS SHOWN ON FEMA FIRM #3720065M, DATED
6
+
MAY 2,20M
& ALL NEW UTILITY LINES MUST BE UNDERGROUND.
<
tl"il— Lo
z z 7-F7
7. A PRE-OONSTRUCTON MEETING WITH THE TOWN OF FUOUAY-VARM AND
6
WAKE COUNTY ENVIF40NMEWAL INSPECTOR WILL OF REQUIRED BEFORE
BEGINNING ANY CON91RUCIM.
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL FASTING UTILITIES AND
�l
SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES.
CALL UnU7Y`LOCATING SERVICE 48 HOURS PRIOR TO DWIW. 1400-632-490.
350
N07ES:
UTILITY NOTES- SEWERLINE-
1. ANY SEWER MANHOLES LOCATED NEAR A FLOOD PLAIN WILL HAVE THEIR TOP
ELEVATION EXTENDING Z ABOVE THE lWYEAR FLOOD PLAIN ELEVATION,
CTHERWTSE, MANHOLE TOPS SHALL BEAMINIMUM OF V ABOVE FINISHED GRADE
WHEN OUTSIDE THE ROADWAY RIGHT OF WAY.
345
2- ALL SEWER SHALL BE T PVC UNLESS OTHERWISE SPECIFIED.
11 ", 00
3. EACH SEWER SERVICE FOR INDIVIDUAL LOTS WILL BE 4t
12+00
12+50
4. SEWERLINES TO BE PROVIDED WITH MINIMUM T COVER TO SUBGRADE
13+50
fl
SEWER MANHOLES 12 FEET OR DEEPER "L BE 6 DIAMETER OTHERWISE,
15+00
15+50
ALL MANHOLES ARE TO BE 4! DIAMETER STANDARD.
16+50
fl
6. FOR DEEP INSTALLATION USING 0-900 PIPING, THE FOLLOWING CONDITIONS
18+00
18+50
SHALL APPLY:
340
A. C-900 94AU BE MINIMUM DR-14.
B. THE BEDDING SHALL BE DESIGNED PER MANUFACTURER
RECOMMENDATIONS, HOWEVER BEDDING SHALL BE A MINIMUM OF I FOOT
BELOW INVERT AND I FOOTABOVE CROWN OF 788 OR NO-6 STONE.
C. SEWER SERVICES OWL ALSO BE C-90 PIPE WRAPPED IN MINIMUM
"WHES OF STONIE ABOVE AND BELOW THE CLEANOUT AT THE RIGHT OF
WAY.
D. A GEOTECHNICAL REPORT SHALL BE PROVIDED THAT CERTIFIES THE
335 fl
ABSENCE OF PETROLEUMWITHIN THE SOUS. F PETROLEUM PRODUCTS
ARE DISCOVERED N THE AFTER, S"AS DUE TOAN OLD LEAKS FARM
TANK THEN C-900 WILL NOT BE ALLOWED.
E. THE ENTIRE SEWER LINE AND SEWER SERVICES SHALL BE LEFT EXPOSED
FOR VISUAL INSPECTION BY THE TOWN CONSTRUCTION INSPECTOR
BEFORE BACKFILL, WITH SPECIAL ATTENTION AT SERVICE TAPS.
F. NO ROCKS LARGER THAN (144CHES IN DIAMETER SHALL BE USED IN THE
FIRST THREE FEET OF WKFILL OVER TOP OF PIPE.
330
G. IN ADD" TO STANDARD TESTS, THE MANHOLES SHALL BE VACUUM
TESTED, THE SEWER LINES PRESSURE TESTED, AND THE SEWER LINE TVD
WITH A TAPE PROVIDED TO THE TOM WITH THE AS -BUILT PLANS.
H. THE MANHOLES SHALL HAVE EXTENDED BASES FOR STABILITY.
325
I
N
47 06L
;!21N 04� C-901)
320 0, 3 0 y
LI)
10-00 10+50
RIPARIAN
50, o'
RE & JACK
SPECIAL 24" S' "EEL CASING PIPE
B G EDDIN I - 120�0' —
379, 6bLF 12I O� I -90() 0--'
SPECIAL
'E'iEDDING
100-YR F MA
f° LOOD ELE 341
37200bblOUJ
EFF. 5f 0
- SPENAL
13 EDI[ I INC
REQUIRED
�-O� 3 -LF —1214 oF q-9100 cat 0-
U.J if j 0
Lo
4
<
Z Z) r'q
C) 0:Z><-
�E
OF,
SPECIAIJ
BEDDIN
REQUIRE
363,98L 12I 04�'C- 00 cat
SEWER OUTFALL
EROSION
CONTROL LEGEND
NOTE: NOT ALL ITEMS ARE SHOWN ON OVERALL "
F
APPROVED BY,
THE LIMfTS OF DISTURBANCE
DRAWING NAME:
0
L0 CN 0 :E
S&BASE-CD-2014 I
(DOWNSTREAM) AND TREE PROTEOHON
FEN UPSTREA W
FENCING M E) ALONG THE:
(\ N z
(\gn <
CONSTRUCTION EAS1610"IT
r1r)
FOR SAWARY SEWER OUTFALL PRaJECT
z -
N-1
—
rl-
Co
00
<
7
+ C'4
(Z)
<
I;= CIE-
<
-41 1")
z::)
Z-0
'I
-!�;
Ln
6
6
0 >
>
z
<
N
47 06L
;!21N 04� C-901)
320 0, 3 0 y
LI)
10-00 10+50
RIPARIAN
50, o'
RE & JACK
SPECIAL 24" S' "EEL CASING PIPE
B G EDDIN I - 120�0' —
379, 6bLF 12I O� I -90() 0--'
SPECIAL
'E'iEDDING
100-YR F MA
f° LOOD ELE 341
37200bblOUJ
EFF. 5f 0
- SPENAL
13 EDI[ I INC
REQUIRED
�-O� 3 -LF —1214 oF q-9100 cat 0-
U.J if j 0
Lo
4
<
Z Z) r'q
C) 0:Z><-
�E
OF,
SPECIAIJ
BEDDIN
REQUIRE
363,98L 12I 04�'C- 00 cat
SANITARY
SEWER OUTFALL
EROSION
CONTROL LEGEND
NOTE: NOT ALL ITEMS ARE SHOWN ON OVERALL "
F
APPROVED BY,
THE LIMfTS OF DISTURBANCE
DRAWING NAME:
ARE SHOWN TO THE SILT FENCE
S&BASE-CD-2014 I
(DOWNSTREAM) AND TREE PROTEOHON
FEN UPSTREA W
FENCING M E) ALONG THE:
CONSTRUCTION EAS1610"IT
r1r)
FOR SAWARY SEWER OUTFALL PRaJECT
04
N-1
—
rl-
Co
00
0)
7
00
(Z)
(o
o6
oj
6
6
6
6
6
Ln
l'-i
6
�l
11 ", 00
1 1 -,,-50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
1 6+00
16+50
17+00
17 +50
18+00
18+50
SANITARY
SEWER OUTFALL
EROSION
CONTROL LEGEND
NOTE: NOT ALL ITEMS ARE SHOWN ON OVERALL "
F
APPROVED BY,
THE LIMfTS OF DISTURBANCE
DRAWING NAME:
ARE SHOWN TO THE SILT FENCE
S&BASE-CD-2014 I
(DOWNSTREAM) AND TREE PROTEOHON
FEN UPSTREA W
FENCING M E) ALONG THE:
CONSTRUCTION EAS1610"IT
FOR SAWARY SEWER OUTFALL PRaJECT
TREE PROTECTION FIZINICiNG
SILT FENCE
CONSTRUCTION ENTRANCE
GRAPHlC SCALF,
( IN FEET )
I inch = 50 ft.
11110000%
n&f
C0N5ULTING
2806 Tobermay Low
RafiMgh, NC 27W6
Phone Na, (919) 618-01 so
Memo No. C-2149
A
s
0
d €t tit
REVISIONS
NO DATE DESCRIPTION
PROJECT INFORMATION
200
PROJECT MANAGER:
Ris
DRAWN BY:
F
APPROVED BY,
Ris
DRAWING NAME:
S&BASE-CD-2014 I
DR 11784, PG. 2769
PIN: 0658934778
LE
KAI
$HEETNUMBER
DWow*-
u

GENERALNOTE$.*
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF FUQUAY-VARINA
STANDARD SPECIFICATIONS AND 001IISTRUCTION DETAILS.
2 SEE COVER SHEET FOR ADDITIONAL NOTES APPLYING TO THIS PHASE OF THE
PROJECT,
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN JANUARY2014,
AND IS IN NAD 83 0OORW7F SYSTEM TIED TO NGVD$8 VERTICAL DATUM.
TEMPORARY BENCHMARK IS LOCATED AT THE EXIST M MANHOLE TO THE
WETWELL AT THE PUMP STATION ALONG HILLTOP NEEDMORE ROAD EXTENSION
ON THE SOUTH END OF THE SEWER OUTFALL
4. WEp-qW AND NEUSE RIVER BUFFERS HAVE, BEEIN DELINEATED BY MITCHELL
ENVIROWENTAL, PA. DATED DECEMBER; 9013.
5.REFERENCED FLOODPLAIN AS SHOWN ON FEMA FIRM#V200MW, DATED
MAY 2,20011
6. ALL NEWUTlLrIY LINES MUST BE UNDERGROUND.
7. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF FU0)Ay-VARINA AND
WAKE COUNTY ENVIRONMENTAL INSPECTOR WK.L BE REQUIRED BMW
BEGINNING ANY COMMUCIM.
a. CONTRACTOR SMALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND
SMALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES.
CALL UTILITY LOCATING SERVICE 48 ROM PMORTO DIGGING. IV0-632-4949.
NOTES:
U71LFTY NOTES - SMRLINE,
1. ANY SEWER MANHOLES LOCATED NEAR A FLOOD PLAIN WILL HAVE THEIR TOP
ELEVATION EXTENDING ZABOVE THE 10(f YEAR FLOOD PLAIN ELEVATION,
OTHERWISE, MANHOLE TOPS SHALL BE A MINIMUM OF 1- ABOVE FINISHED GRADE
WHEN OUTSIDE THE ROADWAY RIGHT OF WAY.
9 ALL SEWER SNAIL BE r PVC UNLESS OT14EMISE SPECIFIED.
3. EACH SEWER SERVICE FOR INDIVIDUAL LOTS WILL BE 4*.
4. SEWER LINES TO BE PROVIDED WITH MINIMUM V COVER TO SUBGRADE
5. SEWER MANHOLES 12 FEErOR DEEPER SMALL BE DIAMETER OTHERWISE,
ALL MANHOLES ARE TO BE 4'DMETER STANDARD.
& FOR DEEP INSTALLA71ON USING C-M PIPM THE FOLLOWING CONDITIONS
SHALL APPLY:
A, 0-9w SMALL BE MINIMUM OR-It
B. THE BEDDING SHALL BE DESIGNED PER MANUFACTURER
RECOMMENDATIONS, HOWEVER BEDDING SHALL BE MINIMUM OF I FOOT
BELOW INVERTAND 1 FOOTABOVIECROW14 OF 78MOR NO-5 STONE.
Cr SEWER SERVICES SMALL ALSO BE C-NO PIPE WRAPPED IN MINIMUM
IMNCHES OF STONE ABOVE AND BELOW THE CLEANOUT AT THE RIGHT OF
WAY.
D, A GEOTIECHNICAL REPORT SMALL BE PROVIDED THAT CERTIFIES THE
ABSENCE OF PETROLEUM WITHIN THE SOILS. F PETROLEUM PRODUCTS
ARE DISCOVERED IN THE AFFA SUCH AS DUE TO AN OLD LEAKING FARM
TANK THEN C-M WILL N07 BE ALLOWED.
E. THE ENTIRE SEWER LINE AND SEWER SERVICES SMALL BE LEFT EXPOSED
FOR VISUAL 14PECTION BY THE TOWN CONSTRUCTION *VECTOR
BEFORE BACKFILL, WITH SPECIAL ATTENTION AT SERVICE TAPS.
F. NO ROCKS LARGER THAN "MES IN DIAMETER 94AU BE USED IN THE
FIRST THREE FEET OF BACKFILL OVER TOP OF PIPE
C3, IN ADDITION TO STANDARD TESTS, THE MANHOLES SHALL BE VACUUM
TESTED, THE SEWER LINES PRESSURE TESTED, AND THE SEWER LINE WD
WITH A TAPE PROVIDED TO THE TOWN WITH THE AS-BULT PLANS,
K THE MANHOLES SHALL HAVE EXTENDED BASES FOR STABILITY
R'
'�E
s S'F
F
365
cJ
cp
360
(6 01
+ 6 N q 2-
�z�.
E C)
>
4� > z 355
6
cfl LO
Ln Ln
. . ..... 350
0
Lo
z — 0 :5 -�f + Oz
0 PER ANEN"r
U-)
> G ALE
< z > z
C
Cn Ln
.......... --z . ....... 345
BORE jACK
24" STEEL .ASING PIPE
330
1;n
20 52LF 12IN olf PVC at
597-29—LF 121,N [of 0-900 atlO,30/
RIPARIAN
UFFER
AJF
ARE SHOWN TO THE SJLr FENCE
r--
Q0
M
cJ
0
00
— CN
N
Ln
FENCNG (UPSTREAM SIDE) ALONG THE
N
Ln
tt
Ln
C\j
FOR SANITARY "ER OUTFALL PROJECT
50.0
50.0'
1-0
It
LID
t
rr)
CD
(7
cYJ
19 +1�;o
20+00
20-1-50
21-1,00
21+50
22+00
22-1-50
23-1-00
340
24 -1-00 4+50
2
1 Do—
�R FERIA
26+50
27+00
FL D
ELEV 339
z"
\V
SPE (
IAL
FEMA
SPECIAL
S P E C I A L
SPECIAL
y
BED E
ING
FLOOD
BE
DDING
B --DDING
BEDDING
REQU
RED
ELEV 3P8
REPUIRED
f-Hi"�lF fr 1-11"I'll"ll-
-1-1-1-1-11-1-1-1 .
r .... . ................ . ... . ..... .
3 5
BORE jACK
24" STEEL .ASING PIPE
330
1;n
20 52LF 12IN olf PVC at
597-29—LF 121,N [of 0-900 atlO,30/
325
mus
SANITARY SEWER OUTFALL
EROSION CONTROL LEGEND
NOM NOT ALL REVS ARE SHOWN ON OVERALL PLAN
RJS
THE LIMITS OF DISTURBANCE
AJF
ARE SHOWN TO THE SJLr FENCE
r--
Q0
M
cJ
0
00
— CN
N
Ln
FENCNG (UPSTREAM SIDE) ALONG THE
N
Ln
tt
Ln
C\j
FOR SANITARY "ER OUTFALL PROJECT
t
ru
o6
1-0
It
LID
t
rr)
CD
(7
cYJ
19 +1�;o
20+00
20-1-50
21-1,00
21+50
22+00
22-1-50
23-1-00
23+50
24 -1-00 4+50
2
25+00
25+ 50 261-00
26+50
27+00
325
mus
SANITARY SEWER OUTFALL
EROSION CONTROL LEGEND
NOM NOT ALL REVS ARE SHOWN ON OVERALL PLAN
RJS
THE LIMITS OF DISTURBANCE
AJF
ARE SHOWN TO THE SJLr FENCE
RJS
(DOWNSTREAM) AND TREE PROTECTION
5 B-BASE-OD-2014
FENCNG (UPSTREAM SIDE) ALONG THE
TEMPORARY CONSTRUCTION EASEMENT
FOR SANITARY "ER OUTFALL PROJECT
---x - ------ - % - TREE PROTECTION FENCING
SILT FENCE
CONSTRUCTION ENTRANCE
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
!00
*M00%
O&f
C0NSULTING
280SToWrmory Lam
Refolgh, NC 27606
Phone No, [phone]
Lioense W C-2149
AR
'o,00itillgoo", f,
C4
F0 A
REVISIONS
NO DATE DESCRIPTION
wiwWw
PROJECT MANAGER:
RJS
DRAWN BY:
AJF
APPROVED SY:
RJS
DRAWING NAME--
5 B-BASE-OD-2014
A
SHEETNAME
11—lb'WO - IM AC TIS2-3
■ L ;I' ■ R 061F I L E
SEWER OUTFALL
—I

C)
C�
C-5
z
<5
z
,7
0
0
LL
as
CIO
F-
cc
0
0
0
0 D
2,
C
GENERALNOTE&
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF FUQUAY-VARINA
STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS.
z SEE COVER SHEET FOR A001ITIONAL. NOTES APPLY NG TO THIS PHASE OF THE
PROJECT.
3. SLIRVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN JANUARY2014,
AND IS IN NAD 83 COORD114ATE SYSTEM TIED TO NNW VERTICAL DATUM.
TEMPORARY BENCHMARK[$ LOCATED AT THE 90STING MANHOLE TO THE
WETWELL AT THE PUMP STATION ALONG HILLTOP NEED ORE ROAD EXTENSION
ON THE SOUTH END OF T14E SEWER OWALL
4. WETLANDS AND NELISE RIVER BUFFERS HAVE SEENI DELINEATED BY MITCHELL
ENVIRONMENTAL, PA. DATED DECEMBER, 90%
S.REFERENCED FLOODPLAIN AS SHOWN ON FEMA FIRM #3720065=, DATED
MAY 2,200&
6. ALL NEW UTILITY LINES MUST BE U?IIDERGROUND.
7, A PRE -CONSTRUCTION MEETING WITH THE TOWN OF FUQUAY-VARtM AND
WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE RIMIRED BEFORE
BEGINNING ANY CONSTRUCIM.
8. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND
SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES.
CALL Lrn TTY LOCATING SERVICE 48H)WS PRIOR TOt)IWINM 1.800-M-4948.
NOTES;
Ul ILrTY NOTES - SEWERLINE:
1, ANY SEWER MANHOLES LOCATED NEAR A FLOOD PLAIN WILL HAVE THEIR TOP
ELEVATION EXTENDING r ABOVE THE 100-YE-AR FLOOD PLAIN ELEVATIOR
OTHERWISE, MANHOLE TOPS SHALL SEA MINIMUM OF VABOVE, FINISHED GRAM
WHEN OUTSIDE THE ROADWAY RIGHT OF WAY.
2. ALL SEWER SHALL. BE Ir PVC, UNLESS OTHERWISE SPECMD.
3, EACH SEWER SERVICE FOR INDIVIDUAL LOTS WILL BE 4'.
4. SEWERLINES TO BE PROVIDED VM MINIMUM T COVER TO SUBGRADE.
& SEWER MANHOLES 12 FEEL OR DEEPER SHALL BE 6 DIAMETER OTHERWISE,
ALL MANHOLES ARE TO BE *DIAMETER STANDARD.
6. FOR DEEP INSTALLATION USING C-900 PIPINr% THE FOLLOWING CONDITIONS
SHALL APPLY:
A. C-SW SHALL BE MINIMUM DR-14.
B. THE BEDDINGSHALL BE DESIGNED PER MANUFACTURER
WOOMMENDAT04 HOWEVER BEDDING SHALL BE A MINIMUM OF I FOOT
BELOW INVERT AND I FOOTAMI CROWN OF 78M OR NO.6 STONE.
C. SEWER SERVICES SHALL ALSO BE C-900 PIPE WRAPPED IN MINIMLIM
64NCHES OF STOW ABOVE AND BROW THE CLEANOUT AT THE RIGHT OF
WAY.
D. A GEOTECHNICAL REPORT SHALL BE PROVIDED THAT CERTIFIES THE
ABSENCE OF PETROLEUM WITHIN THE SOILS. F PETROLEUM PRODUCTS
ARE DISCOVERED IN THE AREA, SUCH AS DUE TO AN OLD LEAKING FARM
TANK, THEN 0-000 VWLL NOT BE ALLOWED. r--
E. THE ENTIRE SEWER LINE AND SEWER SERVICES SHALL BE LEFT E)(P`OSED
FOR VISUAL. INSPECTION BY THE TOWN CONSTRXIM VECTOR
BEFORE SACKFILL, WITH SPECIAL ATTENTIONATSEROCE TAPS.
R NO ROCKS LARGER THAN 644CHES IN DIAMETER SHALL BE USED IN THE
FIRST THREE FEET OF BACKFILL OVER TOP OF PIPE.
G, IN ADDITION TO STANDARD TESTS, THE MANHXESSHALL BE VACWM
TESTED, THE SEWER LINES PRESSURE TESTED, AND THE SEWER UNE WD
WITH A TAPE PROVIDED TO THE TOWN WITH THE A&MILT PLANS.
R THE MANHOLES SHALL HAVE EXTENDW BASES FOR STABLITY.
o6
CN
C1
7
CD
C-) z D rf)
. Z 0 :Z> <
0o <
-�r > > >
z Z :D r"' Z z
— C ::' < U) IC
t C7
>
V) m . . ...... .
RIPARIAN BU TER
5: 0' 50.0,.°
0
SPECIAL_ SPECIAL
BEDDING; BEDDING
3-E Q LURED REQUIRED
121N of C- 00 ct 0. 30-/ 158, 59LF 12IN of C-900 Ot 307
0. —30X i 7 91 6 8 L
F�, I
0 1 a
0C
0
+
<
41
>
>
Z
45+00
Im
T55
350
345
Me
MR
met
'm
Wei
45+50
SANITARY SEWER OUTFALL
EROSION CONTROL LEGEND
NOTE: NOT ALL FELLS ARE SHOWN ON OVERALL PLAN
THE LIMITS OF DISTURBANCE
ARE SHOWN TO THE SILT FENCE
(DOWNSTREAM.) AND TREE PROTECT.CN
F (U PSTREW SIDE) ALONG iflliiE
TEMPO CONSTRUCTION EASEME)ff
FOR SANITARY SEWER OUTFALL PRP-IECT
11 1111E PROTECTION FENCING
SILT FENCE
CONSTRUCTION ENTRANCE
GRAPHIC SCALEI
I ON= I
( IN FEET )
I inch = 50 ft.
!00
E3 & f=
CON5ULTING
280STobermoryLane
R810gh, NC 27606
Phone No, [phone]
Lloenso No, C-2149
CAR-
�4p
pg
s
V
IREVISIONS
NO DATE DESCRIPTION
wNfigim
PROJEOT MANAGER,
Rjs
DRAVM BY'
LO
m
—
LID
DRAWING NAME:
SB-BASE-CD•2014
Ln
C-0
on-
m
L6
m
-t
It
Ln
404,50
41 •00
41 +50
42+00
42+50
43+00
43+50
44+00
44+50
F�, I
0 1 a
0C
0
+
<
41
>
>
Z
45+00
Im
T55
350
345
Me
MR
met
'm
Wei
45+50
SANITARY SEWER OUTFALL
EROSION CONTROL LEGEND
NOTE: NOT ALL FELLS ARE SHOWN ON OVERALL PLAN
THE LIMITS OF DISTURBANCE
ARE SHOWN TO THE SILT FENCE
(DOWNSTREAM.) AND TREE PROTECT.CN
F (U PSTREW SIDE) ALONG iflliiE
TEMPO CONSTRUCTION EASEME)ff
FOR SANITARY SEWER OUTFALL PRP-IECT
11 1111E PROTECTION FENCING
SILT FENCE
CONSTRUCTION ENTRANCE
GRAPHIC SCALEI
I ON= I
( IN FEET )
I inch = 50 ft.
!00
E3 & f=
CON5ULTING
280STobermoryLane
R810gh, NC 27606
Phone No, [phone]
Lloenso No, C-2149
CAR-
�4p
pg
s
V
IREVISIONS
NO DATE DESCRIPTION
wNfigim
PROJEOT MANAGER,
Rjs
DRAVM BY'
AJF
APPROVED BY-
Ris
DRAWING NAME:
SB-BASE-CD•2014
IN MINA
SHEE;T MME
TWO' -IMPACT4
PLAN& PRU10"FILE