19970868 Ver 1_COMPLETE FILE_19971008

401 ISSUED
DEM ID: 6 ?ORPS ACTION ID:
199708195
:.NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 12
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS l?Lnr F?fi`?'?O
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEI#H+NT L? I99,
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE 9lsC/F?L??S
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT..
1. OWNERS NAME: TOWN OF CARY
2. MAILING ADDRESS: PO Box 8005
CITY: CARY
SUBDIVISION NAME: N/A
STATE: NC ZIP CODE: 27512-8005
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): East side of SR1613 (Davis Drive) from SR3014
(Morrisville-Carpenter Road) to approximately 6,100' north
3. TELEPHONE NUMBER (HOME): -
(WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Tim Bailey, Town of Car Engineering Director, PO Boy: 8005
Cary. NC 27512-8005: [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE) :
COUNTY: Wake NEAREST TOWN OR CITY: Cary
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.): East side of 1613 (Dav;g-Drive) from
SR3014 (Morrisville-Carpenter Road) to approximately 6,100' north
6. IMPACTED OR NEAREST STREAM/RIVER: Hatcher Grove Tributary
RIVER BASIN:
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO DM IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)•? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 5.6 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.2 acres
2
10a. NUMBER'OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
EXCAVATION: 0.2 AC
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.2 AC
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: N/A FT AFTER: N/A FT
WIDTH BEFORE (based on normal high water contours): N/A FT
WIDTH AFTER: N/A FT
AVERAGE DEPTH BEFORE: N/A FT AFTER: N/A FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: N/A PLACEMENT"OF PIPE IN CHANNEL: N/A
CHANNEL EXCAVATION: N/A CONSTRUCTION OF A DAM/FLOODING: N/A
OTHER: N/A
ll..IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED.WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): A 3' wide trench will be dug to a variable depth between -6 and 12 feet.
A 14" ductile iron pipe will be laid on bedding with anti-seep collars installed
and backfilled. Site will be placed back at grade. Erosion control procedures.
have been approved. Construction easement width shall be minimized where
feasible.
13. PURPOSE OF PROPOSED WORK: To provide sanitary sewer service to
properties located in the northeast corner of intersection between Davis
Drive afnd Morrisville-Carpenter Road.
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS): Tovogranhv and terrain limit the alternatives available for
crossing wetlands without incurring increased design and construction
limitations and costs.
15. YOU E REQUIRED TO CONTACT THE FISH AND WILDLIFE SERVICE
(USFWS) AND NATIONAL MARINE FTS
,AfE RIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) EGARDING'T RESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTI ND RED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA T E-AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: (ATTACH RESPONSES
FROM THESE AGEWrES.)
16. YOU AR ACT THE ST ATE
(SHPO) (SEE AGENCY _ADDRESSES_.SHE
PROPERTIES-I--N"TFIE PERMI ' WHICH MAY BE
PROJECT. DATE ED:•
ATZON_..OFFICER ?O
THE PRESENCE OF HISTORIC
EET-ED-aY THE-PROPOSED `
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [$ NO (I (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO Id
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS: N/A
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN.ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL,DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? .
g. SIGNED AND DATED AGENT AUTHORIZATION.LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT.(WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY) , A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.

9
DATE
OWNER'S/AGENT'S SI
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
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TEMPORARY TR M CROSSINdsz 252' of 14" D.I.P.
I
"o THE CRO SING PER. T.O.C. STD. # 7.13
RIP-RA TO E PLACED ONLY WITHIN THE STREAM
- - - BQTIDu- ,9LVDJSTREAM BANKS
3' BANK TO BANK WETLAND
N M FOR 120'.01 ACRES
1
N
N
EXIST. CARPENTER INTERCEPTOR
I
i
SCALE: 1"=40'
a) Excavation, Bedding and Backfill will be for 14" DIP. Construction easement held to a minimum
where possible.
b) Anti-seep collars to be empoyed at a maximum interval of 150', No-seam piping will be used
when crossing streams.
c) Rip rap installation to be limited to stream bottom and banks.
d) Appropriate sediment and erosion control protection to be installed. All sediment and erosion
control measures placed in wetlands of waters shall be removed as soon as possible and the
natural grade returned. Annual species sutible for wet locations shall be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are prohibited.
No fertilizer is to be placed within 10' of stream.
c) Construction corridor is 40', grading will be minimized to the maximum extent practicable.
PIN # 074515633972
-ION EASEMENT ( TYP. 40' )
LITY EASEMENT ( 20' )
POSED 14" SEWER

NOW OR FORMERLY
DAVID L. & NANCY BAYLESS, ET. AL.
105 DUNDEE CT.
CARY, NC. 27511-6513
BOOK# 6649 PAGE 0065

1' BANK TO BANK
WETLANDS .01 ACRES
RIP-RAP TO BE PLACED ONLY WI
BOTTOM AND STREAM BANKS.
d,?.0 ?4l )o .00" Lau!1
TRAVERSE POINT

SCALE: 1"=40'
a) Excavation, Bedding and Backfill will be for 14" DIP. Construction easement held to a minimum
where possible.
b) Anti-seep collars to be empoyed at a maximum interval of 150', No-seam piping will be used
when crossing streams.
c) Rip rap installation to be limited to stream bottom and banks.
d) Appropriate sediment and erosion control protection to be installed. All sediment and erosion
control measures placed in wetlands of waters shall be removed as soon as possible and the
natural grade returned. Annual species sutible for wet locations shall be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are prohibited.
No fertilizer is to be placed within 10' of stream.
c) Construction corridor is 40', grading will be minimized to the maximum extent practicable.
PIN # 074511664195
NOW OR FORMERLY
JAMES F. & SARA B. FULP
os
G
\N pO
?O
1
/
/
P.O. BOX 1755
ROXBORO, NC. 27573-1755
BOOK# 2651 PAGE 332
•?'?:y? ?:'::: •' . ?: ? 69,,1/
ENTIRE AREA WITHIN WETLANDS :•' '':.???'' / /
170' X 40' .15 ACRES .• r:::::::::: ?::?::??'':••::?:??::' /
"1 1.1011
am •

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11
11
• 1
i
"f MPORARY SEDIMENT TRAP
SCALE: 1"=40
a) Excavation, Bedding and Backfill will be for 14" DIP. Construction easement held to a minimum
where possible.
b) Anti-seep collars to be empoyed at a maximum interval of 150', No-seam piping will be used
when crossing streams.
c) flip rap installation to be limited to stream bottom and banks.
d) Appropriate sediment and erosion control protection to be installed. All sediment and erosion
control measures placed in wetlands of waters shall be removed as soon as possible and the
natural grade returned. Annual species sutible for wet locations shall be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are prohibited.
No fertilizer is to be placed within 10' of stream.
c) Construction corridor is 40', grading will be minimized to the maximum extent practicable.

/ ?4 b
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/mod o`'
? ? /X 1 moo
/
PIN # 074501467300
NOW OR FORMERLY
WILLIAM T. HATCH, ET. AL.
301 FORSYTH ST.
RALEIGH, NC 27609-6313
BOOK# 5482 PAGE 0107
0
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PRM.
TEM RARY CONSTRUCTION EASEMENT ( TYP. 40')

PROPOSED 14" SEWER i

? 'd'1'd „4l bo ,9tti Etaur? ?

f

1' BANK TO BANK
WETLANDS . 01 ACRE
SCALE: 11"=40'
a) Excavation, Bedding and Backfill will be for 14" DIP. Construction easement held to a minimum
where possible.
b) Anti-seep collars to be empoyed at a maximum interval of 150', No-seam piping will be used
when crossing streams.
c) Rip rap installation to be limited to stream bottom and banks.
d) Appropriate sediment and erosion control protection to be installed. All sediment and erosion
control measures placed in wetlands of waters shall be removed as soon as possible and the
natural grade returned. Annual species sutible for wet locations shall be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are prohibited.
No fertilizer is to be placed within 10' of stream.
c) Construction corridor is 40', grading will be minimized to the maximum extent practicable.
TEMPORARY CONSTRUCTION EASEMENT ( TYP• 40' )
z---- PERMANENT UTILITY EASEMENT ( 20' )
PROPOSED 14" SEWER
bl ;o ,b6 SLaw? ?_
EXIST. FENCE
X _X X _X X X X X
X X
BANK TO BANK
WFTLANDS .01 ACRES
SCALE: 1"=4
a) Excavation, Bedding and Backfill will be for 14" DIP. Construction easement held to a minimum
where possible.
b) Anti-seep collars to be empoyed at a maximum interval of 150', No-seam piping will be used
when crossing streams.
c) flip rap installation to be limited to stream bottom and banks.
d) Appropriate sediment and erosion control protection to be installed. All sediment and erosion
control measures placed in wetlands of waters shall be removed as soon as possible and the
natural grade returned. Annual species sutible for wet locations shall be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are prohibited.
No fertilizer is to be placed within 10' of stream
c) Construction corridor is 40', grading will be minimized to the maximum extent practicable.

TEMPORARY SE
SURFACE AREA = 500 SF
EMBANKMENT HEIGHT = 3.5'
HEIGHT TO SPILLWAY = 2'
EMBANKMENT SIDE SLOPES = 2:1
WEIR LENGTH = 4'
(SEE TOC STD. No. 4.03)
TEMPORARY CONSTRUCTION EASEMENT ( TYP. 40'
i
i
i
d 1'0 bt 1? .00 8tauri E ?-? - - - - -
STREAM CROSSING PER. T,
will. - \ RIP-RAP TO BE PLACED C
BOTTOM AND STREAM BAN
TEMPORARY STREAM CROSSING TOC STD.
%TRAVERSE POINT
3' BANK TO BANK
WETLANDS @ 150' .01 ACRES
SCALE: 1"=40'
a) Excavation, Bedding and Backfill will be for 14" DIP. Construction easement held to a minimum
where possible.
b) Anti-seep collars to be empoyed at a maximum interval of 150', No-seam piping will be used
when crossing streams.
c) Rip rap installation to be limited to stream bottom and banks.
d) Appropriate sediment and erosion control protection to be installed. All sediment and erosion
control measures placed in wetlands of waters shall be removed as soon as possible and the
natural grade returned. Annual species sutible for wet locations shall be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are prohibited.
No fertilizer is to be placed within 10' of stream.
c) Construction corridor is 40', grading will be minimized to the maximum extent practicable.
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
P4 F1
October 11, 1997
Wake County
WQC 401 Project #970868
APPROVAL of 401 Water Quality Certification
Mr. Joseph Moore 11
Town of Cary
Dept. of Development Services, Engineering Division
Post Office Box 8005
Cary, NC 27512-8005
Dear Mr. Moore:
You have our approval, in accordance with the attached conditions, to place fill material in 0.20 acres of
wetlands or waters for the purpose of constructing a sewer line at East Carpenter Interceptor Tributary in Town
of Cary, as you described in your application dated October 7, 1997. After reviewing your application, we
have decided that this fill is covered by General Water Quality Certification Number 3101 This Certification
allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed
in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are
final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Dorney
Central Files
it on o I l. P.
970868.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recyded/l0% post consumer paper
Town of Cary 40, ISSLtED
North Carolina
DEPARTMENT OF DEVELOPMENT SERVICES
ENGINEERING DIVISION
October 7, 1997
976
08 g ?FCFiLF
Mr. John Dorney
NCDENR - DEM 644p 4" -
?4401 Reedy Creek Road C?G O
lyy>
Raleigh, NC 27607 q?
sc,F?c?s
Subject: East Carpenter Interceptor Tributary (Town of Cary Project 96-024)
Dear Mr. Dorney:
This letter and its attachments are to serve as notification that the above
gefe r enced pro'ect will not comply with all conditions of the eneral ertification
soci a ith prof s i e r 12.
Attached you will find seven copies of the Pre-Construction Notification
application and a set of design plans as submitted to the Corps of Engineers.
If I can be of further assistance, please do not hesitate to contact me at
469-4035.
Sincerely,
. o?
eph M. Moore, II, P.E.
Senior Engineer
Enclosures
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P. O. Box 8005 Cary, North Carolina 27512-8005 [phone]
An Equal Opportunity Employer
CARY
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