20161172 Ver 1_Riparian Buffer Authorization_20161129

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form 2 0 1 6 1 1 72
A. Applicant Information
1. Project Information
1a. Name of project: Worchester Sewer Modification, Hedingham HOA
1 b. County: Wake
1c. Nearest municipality: Raleigh
1d. Subdivision name: NA
1e. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Owner Information
2a. Name on Recorded Deed:
Hedingham Community Association
2b. Deed Book and Page No.
DB 8870 P 2602
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
Lot 5000 of BM 2001 P426
2d. Responsible Party
(for Corporations):
President of Hedingham Community Association
2e. Street address:
2551 Southall Road
2f. City, state, zip:
Raleigh, NC 27604
2g. Telephone no.:
919-231-9050
2h. Fax no.:
N/A
2i. Email address:
3. Applicant Information (if different from owner) 0
3a. Applicant is: ❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
016
3d. Street address:
4 1& g R R p
3e. City, state, zip:
lT77
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name:
4b. Business name
(if applicable):
4c. Street address.-
ddress:4d.
4d.City, state, zip:
4e. Telephone no.:
4f. Fax no.:
4g. Email address:
FORM: BA 10-2013 Page 1 of 4

B.
Project Information and Prior Project History
1.
Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
PIN 1735105175
1b. Site coordinates (in decimal degrees):
Latitude: 35.8
Longitude: 78.6
1 c.
Property size:
3.7 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project:
Neuse River
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Vacant land adjacent to public road frontage and single family residences.
3b.
Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site
3c.
Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
300 ft
3e. Explain the purpose of the proposed project:
Decommission existing lift station with an 8" diameter gravity sewer
3f.
Describe the overall project in detail, including the type of equipment to be used:
Excavation and jack and bore or directional bore with 3' minimum cover
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 prior phases) in the past?
❑ Yes ❑ No ® Unknown
Comments:
4b.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S.
Project History
5a.
Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
5b.
If yes, explain and detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
Impact Justification and Mitigation
1.
1. Buffer Impacts
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Soil removed to bury sewer line will be replaced during construction and no grade changes are proposed.
1a. Project is in which protected basin?
® Neuse
❑ Randleman
❑ Tar -Pamlico ❑ Catawba
❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require
form.
mitigation, then you MIUST fill out Section D of this
Buffer impact
number —
Permanent (P)
or Temporary
Reason for Type of impact
impact (exempt, allowable,
allowable w/ mitigation)
Stream name Buffer Zone 1
mitigation impact
required? (sq ft)
Zone 2
impact
(sq ft)
61 ❑ P ® T
Bury sewer line
allowable
Unknown ❑ Yes ® No 1 0
540
132 El ❑T
Zone 2
1.5
El Yes El No
133 ❑P ❑T
required:
El Yes No
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
64 El ❑T
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP.
[-I Yes No
2f.
135 ❑P El
El Yes [:1 No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
1c. Comments:
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Soil removed to bury sewer line will be replaced during construction and no grade changes are proposed.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of sift screens and jack and bore or directional bore where possible.
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
10:1 es ® No
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation
required:
2c.
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f.
Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ® No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
public (federal/state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
by First Class Mail via the US Postal Service:
1.
Environmental Documentation
OR NC DWR, Transportation Permitting Unit
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use of
❑ Yes ® No
Raleigh, NC 27604
public (federal/state) land?
For all other projects sent by delivery service
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
OR Karen Higgins
environmental document pursuant to the requirements of the National or State (North
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
Carolina) Environmental Policy Act (NEPA/SEPA)?
Raleigh, NC 27699 - 1617
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ®No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
c
Re,td��j • Wi�-�2 ` �VeS,e0k
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send this completed form and accompanying documents to the following:
For government transportation projects sent
For government transportation projects sent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
For aU other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

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I . City of Raleigh Public Utilities Handbook 2014 standards and specifications shall apply in all cases,
2. No construction is allowed unless all required permfts, are approved.
3. Any necessary field revisions are subject to review & approval of any amended plan and/or profile by
the City of Raleigh Public Works Department prior to construction,
4. Contractor shall maintain continuous sewer service to existing residences throughout construction of
the project.
5. Contractor shall report any conflicts, discoveries or revision to the plans to the Engineer, Owner and
City of Raleigh.
6. All plan details and notes are to assist the Contractor, am not necessarily complete and do not relieve
the Contractor of the responsibility of compliance with t" City of Raleigh requirements, standards and
specifications.
7, The Engineer does not accept any responsibility for the ways, means, methods or safety of the work by
the Contactor, I
11 pis1111111111111
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of
sewer as approved in these plans, is responsigbie for contacting
the Public Works Department at [phone], and the Publik
Utilities Department at (919) 9964540 at least twenty four hows
prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and
require reinstallation of any water or sewer facilities not inspect as
a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possillible Exclusion
from future work in the City of Raleigh.
M
PUBLIC UTILITIES
STORMWATER—
PLANNING
FIRE
URBAN FORESTRY
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BOOK 0 16527
PAGE 02015 - 02020
BOOK 0 166
PAGE 01850 - 0181
RE"CORDED EASEMENT
BOOK 016527
PAGE 01635 - 01840
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266, •RUSSELL W. & BETSY B, MCCLAINE
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LEGEND
IPF IRON PIPE FOUND
R/W RIGHT OF WAY
PIN PARCEL ID NUMBER
BM BOOK OF MAPS
DB DEED BOOK
P PAGE
WM WATER METER
WV WATER VALVE
SDMH STORM SEWER MANf�OLE
SMH SEWER MANHOLE
CIBC CATCH INLET AT BACK OF CURA
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CATV CABLE TV PEDESTAL
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DATE:
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HC TETTER, MICHAEL L & DEBRA B
PIN 1734194462
DB 04623 P 0161
LOT 43 OF BM 1987 P 1089
LEGEND
IPF IRON PIPE FOUND
R/W RIGHT OF WAY
PIN PARCEL ID NUMBER
BM BOOK OF MAPS
DB DEED BOOK
P PAGE
WM WATER METER
WV WATER VALVE
SDMH STORM SEWER MANf�OLE
SMH SEWER MANHOLE
CIBC CATCH INLET AT BACK OF CURA
00 SEWER CLEAN OUT
CATV CABLE TV PEDESTAL
PHONE PHONE PEDESAL
DRAWN-
SCALE®
PIN 1734194489
DATE:
03-31-14
PROJ NO..-
DB 11963 P 1367
FILE.
385002.DWG
LOT 42 OF BM 1987 P 1089
AL
26 6
A0
02/12/16 Revise Route
0-1 -16, 16
yP
1 STORY
DWELLING
2G3.34
=ON CRETE
P
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263,38
I
HC TETTER, MICHAEL L & DEBRA B
PIN 1734194462
DB 04623 P 0161
LOT 43 OF BM 1987 P 1089
LEGEND
IPF IRON PIPE FOUND
R/W RIGHT OF WAY
PIN PARCEL ID NUMBER
BM BOOK OF MAPS
DB DEED BOOK
P PAGE
WM WATER METER
WV WATER VALVE
SDMH STORM SEWER MANf�OLE
SMH SEWER MANHOLE
CIBC CATCH INLET AT BACK OF CURA
00 SEWER CLEAN OUT
CATV CABLE TV PEDESTAL
PHONE PHONE PEDESAL
DRAWN-
SCALE®
1 30'
077)
DATE:
03-31-14
PROJ NO..-
385-002-14
FILE.
385002.DWG
REVISION -
04/10/2015 Per it Review
12/16/15 Revise Route
02/12/16 Revise Route
0-1 -16, 16
INFRASTRUCTURE CQNSTRILICTIO������
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH LOCAL
STATE AND FEDERAL RULES AND REGULATION
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER . ..........
PLANNING
FIRE
URBAN FORESTRY
R 1 W42 1 LIMMM11
City of Raleigh
Public Utilities Department Permit
Authorization to Construct
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DRAWN:
RAWN',
SCALE:
30'
DATE:
7NO.
03-31-14
PROJ
385-002-14
CAD FILE:
385002.DWG
REVISION:
04/10/2015
Per City Review
12/16/15 Revise Route
02/12/16 Revise out
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Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Poss!1104�Excluslovu
from future work in the City of Raleigh.
t3 3
City of Raleigh
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CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of
sewer as approved in these pfans, is responsigbie for contacting
the Public Works Departmerft at [phone], and the Public
Utilities Department at (91% 9964540 at least twenty four hours
prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and
require reinstallation of any Water or sewer facilities not inspect as
a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have,
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possliblo Exclusio 6
from future work in the City of Raleigh.
PUBLIC
rlpro'M V"
I KNOWN
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH LOCAL
STATE AND FEDERAL RULES AND REGULATION
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER__
PLANNING
FIRE
URBAN FORESTRY
IJJh/lAD
SCALE-
"1 20'
DAT�
PROJ NO M385-002-14
2—.D—W—G
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of
sewer as approved in these pfans, is responsigbie for contacting
the Public Works Departmerft at [phone], and the Public
Utilities Department at (91% 9964540 at least twenty four hours
prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and
require reinstallation of any Water or sewer facilities not inspect as
a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have,
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possliblo Exclusio 6
from future work in the City of Raleigh.
PUBLIC
rlpro'M V"
I KNOWN
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH LOCAL
STATE AND FEDERAL RULES AND REGULATION
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER__
PLANNING
FIRE
URBAN FORESTRY
Aft'

LOOP 3 FF (MIN)
Of WIRE [NTO --
TEST
TESIT 5TATION
STANDARD
iNDU5TRfAL CRIMP
-(SIMILAR M ETALL TYF
NO, 12 GAUGE
0
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SOLID BARE
U COPPER TRACER
WIRE, Tyr
LE;
R T GER
PLASTIC GREEN MANHOLff
MARKER,-LILA5ELED 5EWER,
MANHOLE, 5EE NOTE 3
Tff5T STATION OR TEST PORT-
5TANDARD H2O TRAffIG LOAD RATED
VALVE E30X WITH LID LABELED "T5" AND
PAINTED GREEN, PLACED ABOVE
DOWNSTREAM 5ffWEK
SEWER
LATERAL
a
FINISHED GRADE
FINAL
BACKFILL
21 -G' >
12" HOLE
FILLED WITH
CONCRETE INITIAL
BACKFILL -o
SPRING LINE
00,00,
UNDIS—URBED SOIL
#67 STONE
>
VV IN.Mf I1qA
5ffIff
WIRE AROUND HAUNCHING
NOTE 2
CID ;1
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0
00
PIPE GRADE
FOR STEP DETAIL, IN NON
CIF,CUMfffKENCEOf
&P,
00 IF a.
0
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02
MANHOLE AND SPLICE"
0 0
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4BEDDING
A GROUND 5URfACff.
TO TR CER WIRE FOR DDLE
00-
L-23 11 /16"
NOTES: 5/6`X3" _AG5HIffLD IN HOLE
Ill
SEE SEWER. DE51GN
INTO CONE OR
A\1\
_7
DOWNSTREAM 5ffWff R
'A'
CONSTRUCTION AND FINAL STABILIZATION.
2, CONTRACTOR TO KEEP CONSTRUCTION ACTIVITIES AND EQUIPMENT TO A MINIMUM AT OUTFALL LOCATIONS WHICH
MAIN I I I TAMP WELL UNDER
SEALED AND VENT TO 13E 2'
MIN, 9" COMPACTED #G7 STONE
2) FRAME SHALL BE A MINIMUM HOT D[7P1fl) GALVANIZED
MINIMUMSIDE
A50VE 100 YEAR FLOOD PLAIN
BOTTOM HALF
6"
O.D, OF PIPE
6gg
—
CLEARANCE
C q
11� IF- — -11 OF PIPE
/Y FLOW
7— -1 — L — — — — — — — — --- L
L.-__.__._.- - - - - - - - - - - - - - SEWER3- TYPICAL TRENCH BOTTOM DIMENSIONS FOR
NOTE5: MAIN SDR 35 PVC GRAVITY PIPE
I THE TRACER WIRE SHALL E3E CONTINUOUS TO THE GREATEST EXTENT 1`055115--- PICK GKAVrTY MAIN NOTES.
AND OR LATERAL IN5TALLATION5 LE55 THAN 8 f7f, THE TRACING WIRE 5HALL:_;;A'_= ATTACHED TO THE 1, Feer trenches requiring shoring and bracing, dimensions shall
PIPE, TRACER WIRE SHALL BE LAID FLAT AND 5ffCURELY AFFIXED TO THE PIPE -7 10 FOOT INTEKVAL5, be taken from the inside face of the shoring and bracing.
FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN FT, THE T�.ACING WIRE SHALL 51�
INSTALLED AT A DEPTH Of 7-8 ff. THE WIRE SHALL BE FROTECTffD FROM DA0,`AGE DURING THE 2. No rocks or boulders 4" or larger to be used in initial backfill.
EXECUTION OF THE WORK, NO bKffAr\5 off CU75 IN THE TRACER WIRE SHALL PERMITTED,
3, All backf1h material shall be suitable native material.
2, WtIff RE LATERAL TAPS ARE MADE E5Y 5ERVICE SADDLES, THE TRACE K WIRE 5r'ALL NOT BE ALLOWED 4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in
To TO BE PLACED 5ETWff ff N THE SADDLE AND MAIN.
3, MANHOLE MARKERS 5HALIL BE PLACED ADJACIff NT TO MANHOLES AT THE ION Of OWNER OR non -traffic areas.
OWNIff R5 REPRESENTATIVE,
CITY Of RALEIGH CITY OF RAI .'IGH
DEPARTMENT Of PUb-C UTILITIE5 DEPARTMENT OF PLIB.'C UTILITIES
GRAVITY SEWER. MAIN 7RACER WIRE, TRENCH BOTTOM DIMENSIONS AND BACKFILLING
AND MANHOLE '4ARKEK REQUIREMENTS FOR PVC GRA,VITY SEWER MAIN
DATE RE', 5ION5 DATE DWQt. N O.'R_ ;�/ISIONS DAT
D NO, REV1510N5 EVISIONS DALE_ R
5-20A WKID S-5 TO NOTES 3-1-87 3,
7-2-82 RRH 3-3(
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DEPARTMENT Of PUB -C UTIUTIE5
CONCRETE CK,6\DLff FF, 3TECTION fOR
SEWER LINE CF\C551NG5
Iff
SEE C.O.K. 5TANDAKD
5-25 FOR MANHOLE
FRAME AND COVER,
ROVIDf A WATER TIGHT SEAL,
21-011
24" MAX
0.
ECCENTRIC M.H. GONE
MAY BE USED ON 8" 0"
AND 12" SEWER MAINS.
MANHOLE GONE AND
BARREL 5F_CTlCN5 SHALL
BE AS RE R ASTM.
STANDARDS
4'-G' DIA, A5
REQUIRED
<
x '0" KING SEAL
OF, M -NECK
411 P411
V
MANHOLE FRAVE AND COVER
COVER 120 LBS. M11,0MUM
0
�fwcrVR
0 IT
Y, 3E
0
C E
0
3/4
X
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D J =HAI D
RUBBER BOOT
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FOR STEP DETAIL, IN NON
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02
15/16- I
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DEPARTMENT Of PUB -C UTIUTIE5
CONCRETE CK,6\DLff FF, 3TECTION fOR
SEWER LINE CF\C551NG5
Iff
SEE C.O.K. 5TANDAKD
5-25 FOR MANHOLE
FRAME AND COVER,
ROVIDf A WATER TIGHT SEAL,
21-011
24" MAX
0.
ECCENTRIC M.H. GONE
MAY BE USED ON 8" 0"
AND 12" SEWER MAINS.
MANHOLE GONE AND
BARREL 5F_CTlCN5 SHALL
BE AS RE R ASTM.
STANDARDS
4'-G' DIA, A5
REQUIRED
<
x '0" KING SEAL
OF, M -NECK
411 P411
V
MANHOLE FRAVE AND COVER
COVER 120 LBS. M11,0MUM
0
�fwcrVR
0 IT
Y, 3E
0
C E
0
3/4
X
M
IREVISI II
04/10/2 15 PerCityReview
b q -'16 —%1 1A vA 15
SHELF
D J =HAI D
RUBBER BOOT
!NOTED
pn
FOR STEP DETAIL, IN NON
385-002-14
FILE-=
385002 NL.DWG
IREVISI II
04/10/2 15 PerCityReview
b q -'16 —%1 1A vA 15
SHELF
RUBBER BOOT
PROVIDE D, SEE STANDARD 5-28
5LOPE
FOR STEP DETAIL, IN NON
LATERAL INVERT SHALL NOT BE
TRArrIC AREA5, TOP OFF RAVE
1
GOO
AND COVER SHALL BE INSTALLED
15/16- I
THAN MAIN SPRING- LINE.
25 1/16'
33 1/4"
J,
A GROUND 5URfACff.
MANHOLE SHALL BE 2'ADOVff
L-23 11 /16"
NOTES: 5/6`X3" _AG5HIffLD IN HOLE
Ill
SEE SEWER. DE51GN
INTO CONE OR
100 YEAR FLOOD PLAIN OR
_7
1) ALL MANHOLE FRAMES SHALL BE RING W7H ANCHOR SUNK TO
'A'
CONSTRUCTION AND FINAL STABILIZATION.
2, CONTRACTOR TO KEEP CONSTRUCTION ACTIVITIES AND EQUIPMENT TO A MINIMUM AT OUTFALL LOCATIONS WHICH
BE DOMESTICALLY CAST DESIGN : ;DEPTH, AND 5/8"X3"
SEALED AND VENT TO 13E 2'
MIN, 9" COMPACTED #G7 STONE
2) FRAME SHALL BE A MINIMUM HOT D[7P1fl) GALVANIZED
A50VE 100 YEAR FLOOD PLAIN
BUTYL—NEK OR
NEW MANHOLE,
PUBLIC ROW AND 160 LBS.
WHEN MANHOLE TOP5 ARE IN
APPROVED
WITHIN EASEMENTS.
1)
00 0 0
008000y00000o o
0 00 01�000 0
o 80000 0 0 0800
CITY OF RALEIGH
3) COVER SHALL WEIGH A
ffXCE55 OF 3ABOVE GRADE.
r`,HrC_'tMFE a7'F=PC_- "I IC7,T PkF=AW
SEALANT BETWEEN 7 1/ 2' 22"
AMn (-In rD —1
MIN. OF 120 LBS, DEPARTMENT OF PL LIC UTILITIES
W111111
CL NEW A5PHALT 5URfACE COUR5E
ffIN15HED GRADE EXISTING PAVEMENT 3'MINIMUM
>/
TH
5U13GRADE
FINAL
COMPACTED FILL
U�Ii:A5TURBIfflD 501L
Cf`
DAKI LL IN G" LIfT5
V
PIPE
X
REFER TO 5-4
J0
Z
INITIAL
BACKf I LL
P
M:,flMUM 51DE
G" #G7 STONE O'D, OF FIFE C,_.w�ARANCE
WHEN ROCK 15
ENCOUNTERED I O.D, Of PIPE I M4,XIMUM 51DE
NOTES:
i RENCHE5 REQUIRING SHORING AND 5KACING, DIMENSIONS N51ON5 5HALL BE TAKE'FROM THE fN51DE
LAGS_ 01`- THE 5HORNG AND BRACING,
2, NO KOC—K5 OR [30JUDER5 4" OR LARGER, TO 5E USED IN INITIAL E5ACKf ILL.
ALL 13ACKf ILL MATERIAL SHALL BE 5UITADLE NA? IVE MATERIAL,
4, 5ACKFILL SHALL 13E TAMPED IN 0' LIFTS IN TRAFFIC AREA5, 12" IN NONJRAI`FIC AREAS.
ACHIEVE 50% COMPACTION IN NON—TRAFFIC AREAS, AND 95% COMPACTIC',11 IN TRAFII AREA5
G, if IN ffA5fMffNT 4" TOP501L, AND 12" CLEAN 5ELffCT FILL MAY BE REQUIRED
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
CITY Of RA''"JGH
DEPARTMENT OF FU5,LIC UTfLITIE5
TRENCH BOTTOM DIMEN51DNS * BACKFILLING
KfIQUIREMENT5 FOP, DUCTILE IRON
REVISIONE!GATE R7-_VI5ION5I DATE I
F_ D,W,C, 9-3-99
36" WOODEN STAKE
WOVEN SILT-LOK 36-300-P
/POLYPROPYLENE FABRIC OR
APPROVED EQUAL
EXISTING GROUND
V�_O°N, ��-
EX15TING PAVEMENT
>,\\ UND15TURDED 5CIL
OI
1. IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH
REQUIREMENTS SHALL TAKE PRECEDENCE.
2, THE PAVEMENT CUT SHALL 13E DffflNffD 13Y A STRAIGHT EDGE AND CUT WITH
AN APPROPRIATE 5AWCUT MACHINE.
3, THE TRENCH 50GRADE MATERIAL SHALL BE DACKfILLED WITH SUITABLE
MATERIAL AND COMPACTED TO A DEN51TY Of AT UfA5T 05% Of THAT
OBTAINED BY COMPACTING A 5AMPLE Of THE MATERIAL IN ACCORDANCE
WITH AA5HTO T-99 A5 MODfflf[) BY NCDOT,
4. THE FINAL POE FILL SMALL CON515T Of ABC MATERIAL COMPACTED TO A
DENSITY EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE Of
THE MATERIAL IN ACCORDANCE WITH AA5hTO T-60 AS MODIFIED BY NCDOT.
5. THE "ENTIRE THICKNff55 AND VERTICAL EDGE Off CUT SHALL BE TACKED,
G, THE SAME DEPTH Of PAVEMENT MATERIAL WHICH EX15T5 SHALL BE
REINSTALLED, 13UT IN NO CA5ff 5HALL THE ASPHALT BE LE55 THAN 3" THICK.
7, THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED
THOROUGHLY WITH A SMOOTH DRUM, ROLLER TO ACHIEVE A SMOOTH LEVEL
PATCH,
5. REFER TO CITY Of RALEIGH 5TANDAKD5 FOR TKENCHE5 AND PIPE BEDDING
(5-4 * 5-5) FOR ADDITIONAL DETAILS.
9. NO HAND PATCHING ALLOWED.
10, PAVEMENT CUT5 WITHIN NGDOT ROW SHALL CONfORM TCD THE APFROVEC
ON SITE ENCROACHMENT` PERMIT,
%IJ
PROVIDE D, SEE STANDARD 5-28
STANDARD A5FHALT
PAVEMENT FATCH DETAIL
FOR STEP DETAIL, IN NON
TRArrIC AREA5, TOP OFF RAVE
1
AND COVER SHALL BE INSTALLED
15/16- I
A MIN, Of I'ABOVE ffIN15HFD
33 1/4"
A GROUND 5URfACff.
IiiaN
IMMEDIATELY, STORMWATER TREATMENT FACILITIES INCLUDING OUTFALL PER DETAIL ARE TO BE CONSTRUCTED EARLY
NOTES: 5/6`X3" _AG5HIffLD IN HOLE
Ill
SEE SEWER. DE51GN
INTO CONE OR
5ECTIONDR[ULEP
1) ALL MANHOLE FRAMES SHALL BE RING W7H ANCHOR SUNK TO
aA
CONSTRUCTION AND FINAL STABILIZATION.
2, CONTRACTOR TO KEEP CONSTRUCTION ACTIVITIES AND EQUIPMENT TO A MINIMUM AT OUTFALL LOCATIONS WHICH
BE DOMESTICALLY CAST DESIGN : ;DEPTH, AND 5/8"X3"
A/ It'v-z
MIN, 9" COMPACTED #G7 STONE
2) FRAME SHALL BE A MINIMUM HOT D[7P1fl) GALVANIZED
[3A5E TO BE INSTALLED UNDER
WEIGHT OF 182 LBS. WITHIN LAG DIC -7 AND WASHER.
NEW MANHOLE,
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
CITY Of LEIGH
CITY OF RALEIGH
3) COVER SHALL WEIGH A
DEPARTMENT OF PUBLIC UTILITIE5
MIN. OF 120 LBS, DEPARTMENT OF PL LIC UTILITIES
4) ALL MANHOLE FRAMES OUTSIDE
STANDARD PRECA5T 5ANITARY
OF PAVED SURFACES SHALL BE STANDARD MANHOLE COVER
SEWER; MANHOLE
BOLTED TO THE CONE
SECTION OR RING WITH A
a101\15 DATE REV151CN5 DATE
MINIMUM OF 4 BOLTS PER D C. NO. REVIS11 NS III ,, REVISIONS DATE
v. ,A. 12-31-92 A513 2-2a-0,5
FRAME. 3-1-87 13-1-871 A,&B. 2- -0
S-25
RRH 3-30-00 DAL.
RH 3 -3Q -
CL NEW A5PHALT 5URfACE COUR5E
ffIN15HED GRADE EXISTING PAVEMENT 3'MINIMUM
>/
TH
5U13GRADE
FINAL
COMPACTED FILL
U�Ii:A5TURBIfflD 501L
Cf`
DAKI LL IN G" LIfT5
V
PIPE
X
REFER TO 5-4
J0
Z
INITIAL
BACKf I LL
P
M:,flMUM 51DE
G" #G7 STONE O'D, OF FIFE C,_.w�ARANCE
WHEN ROCK 15
ENCOUNTERED I O.D, Of PIPE I M4,XIMUM 51DE
NOTES:
i RENCHE5 REQUIRING SHORING AND 5KACING, DIMENSIONS N51ON5 5HALL BE TAKE'FROM THE fN51DE
LAGS_ 01`- THE 5HORNG AND BRACING,
2, NO KOC—K5 OR [30JUDER5 4" OR LARGER, TO 5E USED IN INITIAL E5ACKf ILL.
ALL 13ACKf ILL MATERIAL SHALL BE 5UITADLE NA? IVE MATERIAL,
4, 5ACKFILL SHALL 13E TAMPED IN 0' LIFTS IN TRAFFIC AREA5, 12" IN NONJRAI`FIC AREAS.
ACHIEVE 50% COMPACTION IN NON—TRAFFIC AREAS, AND 95% COMPACTIC',11 IN TRAFII AREA5
G, if IN ffA5fMffNT 4" TOP501L, AND 12" CLEAN 5ELffCT FILL MAY BE REQUIRED
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
CITY Of RA''"JGH
DEPARTMENT OF FU5,LIC UTfLITIE5
TRENCH BOTTOM DIMEN51DNS * BACKFILLING
KfIQUIREMENT5 FOP, DUCTILE IRON
REVISIONE!GATE R7-_VI5ION5I DATE I
F_ D,W,C, 9-3-99
36" WOODEN STAKE
WOVEN SILT-LOK 36-300-P
/POLYPROPYLENE FABRIC OR
APPROVED EQUAL
EXISTING GROUND
V�_O°N, ��-
EX15TING PAVEMENT
>,\\ UND15TURDED 5CIL
OI
1. IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH
REQUIREMENTS SHALL TAKE PRECEDENCE.
2, THE PAVEMENT CUT SHALL 13E DffflNffD 13Y A STRAIGHT EDGE AND CUT WITH
AN APPROPRIATE 5AWCUT MACHINE.
3, THE TRENCH 50GRADE MATERIAL SHALL BE DACKfILLED WITH SUITABLE
MATERIAL AND COMPACTED TO A DEN51TY Of AT UfA5T 05% Of THAT
OBTAINED BY COMPACTING A 5AMPLE Of THE MATERIAL IN ACCORDANCE
WITH AA5HTO T-99 A5 MODfflf[) BY NCDOT,
4. THE FINAL POE FILL SMALL CON515T Of ABC MATERIAL COMPACTED TO A
DENSITY EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE Of
THE MATERIAL IN ACCORDANCE WITH AA5hTO T-60 AS MODIFIED BY NCDOT.
5. THE "ENTIRE THICKNff55 AND VERTICAL EDGE Off CUT SHALL BE TACKED,
G, THE SAME DEPTH Of PAVEMENT MATERIAL WHICH EX15T5 SHALL BE
REINSTALLED, 13UT IN NO CA5ff 5HALL THE ASPHALT BE LE55 THAN 3" THICK.
7, THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED
THOROUGHLY WITH A SMOOTH DRUM, ROLLER TO ACHIEVE A SMOOTH LEVEL
PATCH,
5. REFER TO CITY Of RALEIGH 5TANDAKD5 FOR TKENCHE5 AND PIPE BEDDING
(5-4 * 5-5) FOR ADDITIONAL DETAILS.
9. NO HAND PATCHING ALLOWED.
10, PAVEMENT CUT5 WITHIN NGDOT ROW SHALL CONfORM TCD THE APFROVEC
ON SITE ENCROACHMENT` PERMIT,
IEROS! 2&9_NT OL fNOT S.
t TO PREVENT SEDIMENTARY RUNOFF DURING CONSTRUCTION, STAKED SILT SCREENS OR INLET DEBRIS CONTROL
%IJ
DEPARTMENT Off PUBLIC UTlU I
STANDARD A5FHALT
PAVEMENT FATCH DETAIL
BARRIERS INA WORKING MANNER FOR THE DURATION OF CONSTRUCTION AND SHOULD BE CHECKED DAILY. SILTATION
ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF OF THE DEPTH OF THE SEDIMENTATION
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
7, JPI Pt 1� 1� A
CONTROL LOCATIONS, THE CONTRACTOR SHALL PERFORM DAILY SITE INSPECTIONS FOR POTENTIAL EROSION PROBLEMS.
IEROS! 2&9_NT OL fNOT S.
t TO PREVENT SEDIMENTARY RUNOFF DURING CONSTRUCTION, STAKED SILT SCREENS OR INLET DEBRIS CONTROL
P U tsLIC
Sewer (I�ollecfion / Exte-mian-Smstem
The City of Raleigh consents to the construction and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Clt)(s Public Utilities Handbook,
City of Raleigh
Public Utilities Department Permit
Authorization to Construct
Date
Z
"MmIn
SCREENS ARE TO BE PLACED AT STORM INLETS, OUTFALL LOCATION8 AND ADJACENT PROPERTY LINES AS REQUIRED
%IJ
PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SEDIMENTATION
I�
BARRIERS INA WORKING MANNER FOR THE DURATION OF CONSTRUCTION AND SHOULD BE CHECKED DAILY. SILTATION
ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF OF THE DEPTH OF THE SEDIMENTATION
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
7, JPI Pt 1� 1� A
CONTROL LOCATIONS, THE CONTRACTOR SHALL PERFORM DAILY SITE INSPECTIONS FOR POTENTIAL EROSION PROBLEMS.
IF PROBLEMS OCCUR, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATE EROSION CONTROL
IiiaN
IMMEDIATELY, STORMWATER TREATMENT FACILITIES INCLUDING OUTFALL PER DETAIL ARE TO BE CONSTRUCTED EARLY
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIO
Ill
IN SITE DEVELOPMENT, WITH NO OFF-SITE UNTREATED RUN-OFF OCCURRING DURING CONSTRUCTION, THE CONTRACTOR
IS RESPONSIBLE FOR REMOVING TEMPORARY EROSION CONTROL DEVICES FOLLOWING COMPLETION OF ALL
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH LOCAL
aA
P U tsLIC
Sewer (I�ollecfion / Exte-mian-Smstem
The City of Raleigh consents to the construction and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Clt)(s Public Utilities Handbook,
City of Raleigh
Public Utilities Department Permit
Authorization to Construct
Date
Z
"MmIn
SCREENS ARE TO BE PLACED AT STORM INLETS, OUTFALL LOCATION8 AND ADJACENT PROPERTY LINES AS REQUIRED
%IJ
PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SEDIMENTATION
I�
BARRIERS INA WORKING MANNER FOR THE DURATION OF CONSTRUCTION AND SHOULD BE CHECKED DAILY. SILTATION
ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF OF THE DEPTH OF THE SEDIMENTATION
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
BARRIER SHALL BE IMMEDIATELY REMOVED AND REPLACED IN UIPLANb AREAS, IN ADDITION TO SPECIFIED EROSION
CONTROL LOCATIONS, THE CONTRACTOR SHALL PERFORM DAILY SITE INSPECTIONS FOR POTENTIAL EROSION PROBLEMS.
IF PROBLEMS OCCUR, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATE EROSION CONTROL
IiiaN
IMMEDIATELY, STORMWATER TREATMENT FACILITIES INCLUDING OUTFALL PER DETAIL ARE TO BE CONSTRUCTED EARLY
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIO
Ill
IN SITE DEVELOPMENT, WITH NO OFF-SITE UNTREATED RUN-OFF OCCURRING DURING CONSTRUCTION, THE CONTRACTOR
IS RESPONSIBLE FOR REMOVING TEMPORARY EROSION CONTROL DEVICES FOLLOWING COMPLETION OF ALL
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH LOCAL
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CONSTRUCTION AND FINAL STABILIZATION.
2, CONTRACTOR TO KEEP CONSTRUCTION ACTIVITIES AND EQUIPMENT TO A MINIMUM AT OUTFALL LOCATIONS WHICH
STATE AND FEDERAL RULES AND REGULATION
A/ It'v-z
AREA BE USED IN LIEU OF
SILT SCREENS WHERE WARRANTED.
3. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN-PLACE UNTIL THE SITE HAS BEEN STABILIZED AND TRANSPORTATION SERVICES
REVEGETATED.
4. CONSTRUCTION METHOD AND MATERIALS TO BE IN ACCORDANCE WITH SECTION 104-6 OF THE FLORIDA DEPARTMENT OF PUBLIC UTILITIES
TRANSPORTATION STANDARD CONSTRUCTION SPECIFICATIONS. JOINTS OF THE FILTER FABRIC MUST BE OVERLAPPED
AND PROPERLY CONNECTED TO PREVENT ANY OPENING FROM OCCURRING.
STORMWATER_.._._.__._.__
5. SILT SCREENS MAY ALSO REPRESENT CONSTRUCTION LIMITS BARRIERS, THEY SHALL BE ERECTED PRIOR TO
INITIATION OF SITE CLEARING OPERATIONS NEAR WETLANDS, BUFFER AREAS AND ANY OTHER AREAS SHOWN AS PLANNING
PRESERVED OR PROTECTED FROM CONSTRUCTION ACTIVITIES. FAILURE TO INSTALL AND MAINTAIN BARRIERS/SILT
SCREENS SHALL BE CAUSE FOR PUNITIVE FINANCIAL PENALTIES. FINANCIAL PENALTIES (PUNITIVE AND REGULATORY),
CONSULTING FEES AND ESTIMATED COST OF RESTORATION WILL BE DEDUCTED FROM SUBSEQUENT PAYMENT FIRE
REQUESTS.
STAKED SILT BARRIER DETAIL URBAN FORESTRY
N.T.S.
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