20060643 Ver 1_COMPLETE FILE_20060412

1?-
??Fco? stem ??.
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PROGRAM
RECEIPT
October 12, 2006
Cedar Queen Development, LLC
P O Box 5689
Cary, NC 27512
Project:
County:
DWQ #:
USACE Action ID:
EEP No.
Amount Paid:
Check Number:
The Woodlands Residential Subdivision
Chatham
06-0643
2005-20152, 2006-20770
ILF-20064388
$ 92,856.00
5866
GIT F
pLP, 01,L43
OCR 1 6 2006
? gS 5RMCN
n AND S70R}M
The North Carolina Ecosystem Enhancement Program (NCEEP) has received checks as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit issued for the above
referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have
been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Wetland Credits Stream Credits Buffer I Buffer II
CU
(Sq. Ft.)
(Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear

03030002 0 0 0 0 0 424 0 0
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact David Robinson at [phone].
Sincerely,
.:'L')&
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
Resto?u-c9... ... Prot" ow Sta g
1rCDE?WIR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /www.nceep.net
o stem
PROGRAM
INVOICE
4 J_
a[A@gVq
JUL 1 0 2006
DENR -WATER Oi1ALiTy
WETLANDS ANO STORAWATER BRANCH
June 27, 2006
DWQ#: 06-0643
COE#: 200520152, 200620770
Robert Swaim
Darden Development LLC
P O Box 5689
Cary, NC 27513
Project: The Woodlands Residential Subdivision
County: Wake
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above
reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A
NCAC 2H.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of
0.25 acres). If you have any questions concerning this payment, please call Carol Shaw at 919-733-5205.
Riparian Wetlands 0 acres x $ 26,246.00 = $
Non-Riparian Wetlands 0 acres x $ 13,123.00 = $
Saltwater Wetland 0 acres x $131,230.00 = $
Stream 424 linear feet x $ 219.00 = $ 92,856.00
Buffer - Zone 1 0 square feet x $ .96 = $
Buffer - Zone 2 0 square feet x $ .96 = $
Total amount of payment $ 92,856.00
Please mail a check made payable to
"North Carolina Ecosystem Enhancement Program"
for the total amount due to the address below.
NC DENR Ecosystem Enhancement Program
1652 Mail Service Center
- Raleigh, NC 27699-1652
Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM
ENHANCEMENT PROGRAM PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE
DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc: Cindy Karoly, DWQ-Wetlands/401
Todd Tugwell, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
Nikki Thompson, S&EC-Raleigh
File
RPsto?u .. .. PYotectH4 Our itate,
e'n
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Michael F. Easley, Governor
0
r
y
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 18, 2006
DWQ Project # 06-0643
Chatham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Darden Development, LLC
P.O. Box 5689
Cary, NC 27513
Subject Property: The Woodlands Residential Subdivision
Ut to Dry Creek [030604, 16-34-(0.7), B, NSW]
DENIAL OF REQUEST FOR EXTENSION OF EEP MITIGATION PAYMENT DUE DATE
Dear Sir or Madam:
On August 17, 2006, the Division of Water Quality received correspondence dated August 17, 2006, from your
agent, Soil & Environmental Consultants, P.A., regarding the request of an extension to the due date for
payment to the NC Ecosystem Enhancement Program (EEP) to meet mitigation requirements for the project, as
required in Condition No. 7 of your 401 Water Quality Certification, issued to you on June 22, 2006. You have
requested a 60-day extension to the due date of the EEP payment, until December 22, 2006. On August 1,
2006, the Division of Water Quality granted a 120-day extension to the due date for payment to the EEP -
extending the due date for payment to the EEP until October 22, 2006. However, the DWQ will not grant an
extension for the above-referenced EEP payment due date to December 22, 2006. Therefore, if the required
EEP payment is not received by the EEP by October 22, 2006, your existing 401 Water Quality Certification for
the above-referenced project may be considered revoked by the DWQ and you will need to reapply for DWQ
approval. This includes submitting a complete application package with the appropriate fee.
This letter only addresses denial of a request for extension to the due date for payment to the EEP to meet mitigation
requirements for the project, as required in Condition No. 7 of your 401 Water Quality Certification and does not
authorize any impacts to wetlands, waters or protected buffers. Please call Ms. Cyndi Karoly or Mr. Ian McMillan
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sinc ely,
Cyndi Karoly, Supervisor
./ 401 Oversight/Express Review Permitting Unit
CBK/Um
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
James Stanfill, NCEEP
Nicole Thomson, S&EC, 11010 Raven Ridge Rd, Raleigh, NC 27614
Filename: 060643TheWoodlands(Chatham)EEP Payment Due Date Extension_Denial
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.ne.us/ncwetiands
t Carolina
ura!!r
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Transmittal
Project Name: "Dd+ lIS 1?e (JP,nh
File:
We Transmit to you Herewith:
? Drawings
? Specifications
? Brochures or photos
a Correspondence
? As per your request
? For your information and files
For comment or approval
? Returned for correction, resubmit
? Approved as noted
Under Separate Cover:
? By. mail
By courier
? By express
No. Copies Document No. Date Description
4?` ' J J
54 DP 1) A?0*16141?rj
Remarks:
[G: - Iden y lD )Veh, LL'
If enclosures are not as listed as above, kindly notify us at once.
By:
gk-LpLg
AU G 1 7 2006
UENR - WATER QUALITY
'WETLANDS AND STORMWATER BRANCH
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
To:
-J-AP-T) Project M a Date: 8117/M
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
August 17, 2006 ,
S&EC Project # 9986.W2
DWQ Project # 06-0643
Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Request for Extension of EEP Mitigation Payment Due Date
Woodlands Residential Subdivision
'Chatham County, North Carolina
Dear Ms. Karoly:
On August 9, 2006, S&EC, PA received your letter dated August 1, 2006 regarding the
approval of an extension to the due date for payment to the NC Ecosystem Enhancement
Program (EEP) to meet mitigation requirements for the project, as required in Condition
No. 7 of our client's 401 Water Quality Certification, issued on June 22, 2006. On behalf
of our client, Darden Development LLC, we are requesting an additional 60-day
extension (payment due on December 22, 2006) for reasons beyond our client's control
No construction or impacts will be done until payment has been made to EEP and a
receipt has been received.
Please call if you have any questions or require further explanation.
Sincerely,-?
L?-U / l
Nicole homs n
Regulatory Specialist
CC:. Darden Development, LLC
Attn: Kathy Smith
P.O. Box 5689
Cary, NC 27513
e
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
NO-
tem
COWS
PROGRAM
August 3, 2006
DWQ#: 06-0643
COE#: 200520152, 200620770
Robert Swaim
Darden Development LLC
P O Box 5689
Cary, NC 27513
Project: The Woodlands Residential Subdivision County: Wake
Thank you for copying NCEEP on your letter to Cyndi Karoly dated July 13, 2006 in which you requested an
extension until October 22, 2006 to pay NCEEP's invoice dated June 27, 2006. For the benefit of USACE and
DWQ, the NCEEP has no objection to the requested extension. However, USACE and DWQ may have concerns,
so you need to receive their approvals. In addition, you are reminded that you must be in possession of the
payment receipt from NCEEP prior to commencing the activities authorized by the Department of Army Permit
and the 401 Water Quality Certification.
Sincerely,
iam D. Gilmore, PE J
Director
cc: Cindy Karoly, DWQ-Wetlands/401
Todd Tugwell, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
Ige;:ZMVg%
AuG p ? Zo06
pENFi? `T E1? ?f
WK1
Prot" 0" State
LV-WA
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
?0'F WA,T 9, Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
> 'i
p Alan W. Klimek, P.E. Director
Division of Water Quality
August 1, 2006
DWQ Project # 06-0643
Chatham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Darden Development, LLC
P.O. Box 5689
Cary, NC 27513
Subject Property: The Woodlands Residential Subdivision
Ut to Dry Creek [030604,16-34-(0.7), B, NSW]
APPROVAL OF REQUEST FOR EXTENSION OF EEP MITIGATION PAYMENT DUE DATE
Dear Sir or Madam:
On July 31, 2006, the Division of Water Quality received your letter dated July 13, 2006, regarding an
extension to the due date for payment to the NC Ecosystem Enhancement Program (EEP) to meet mitigation
requirements for the project, as required in Condition No. 7 of your 401 Water Quality Certification, issued to
you on June 22, 2006. You have requested a 120-day extension to the due date of the EEP payment. The DWQ
will hereby grant an extension for the above-referenced EEP payment to October 22, 2006. If the required EEP
payment is not received by the EEP by October 22, 2006, your existing 401 Water Quality Certification for the
above-referenced project may be considered revoked by the DWQ and you will need to reapply for DWQ
approval. This includes submitting a complete application package with the appropriate fee.
This letter only addresses the granting of an extension to the due date for payment to the NC Ecosystem
Enhancement Program (EEP) to meet mitigation requirements for the project, as required in Condition No. 8 of your
401 Water Quality Certification and does not authorize any impacts to wetlands, waters or protected buffers. Please
be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please
call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions regarding or would like to
set up a meeting to discuss this matter. , A
Karoly, Supervisor
versight/Express Review Permitting Unit
CBK/Um
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Debbie Edwards, S&EC, 11010 Raven Ridge Rd, Raleigh, NC 27614
Filename: 060643TheWoodlands(Chatham)EEP-Payment Due-Date Extension
Non` Carolina
401 Oversight/Express Review Permitting Unit
`rllrQ«y
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

% JOHN LEGGETT & COMPANY Fax:[phone]

Jul 31 '06 17:48 P.01
FAX MEMO
Robert D. Swain
PO Box 5689 Cary, Nortb< Carolina 27512
[phone] Fax [phone]
To: -f?a r, l a.n 1FAx im J3- w 9 3
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FROM:
DATE: ._._.?
PAGES: 3 (hwmdiar ewer Sheet)
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JUL-31-2006 MON 15:37 TEL:[phone] NAME:DWO-WETLANDS
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F JOHN LEGGETT 9 COMPANY Fax : [phone] Jul 31 '06 17:48 P.02

DARDEN DEVELOPMEN'T' LLC
PO Box 5689
Cary, North Carolina 27512
(919) 469`8674
Fax [phone]
July 13, 2006
NC DENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699--1652
Ref. The Woodlands Residential Subdivision
DWQ #06-0643
COE #200520152, 200620770
Dear Ms. Karoly:
We received our 401 permit for the Woodlands subdivision referenced above on June 22,
2006. Subsequently we received an invoice from the NC Ecosystem Enhancement
Program in the a0mat of $92,856.00 to satisfy our compensatory mitigation requirement
to the Wetlands Restoration Fund.
It was our understanding that this invoice had to be paid within six months of receiving
the permit or prior to commencing construction activity in the impact areas.
This property is under contract to be sold and construction will not begin until after the
property is closed which will be in September 2006. Therefore, we respectfully request
an extension for 120 days or until October 22, 2006 to make the payment, understanding
that the payment must be made and receipt in hand prior to commencing construction.
I appreciate your time and consideration.
Sincerely
. , airs
DARDEN DEVELOPMENT LLC
JUL=31-2006 MON 15:37 TEL:[phone] NAME:DWQ-WETLANDS P. 2
JOHN LEGGETT & COMPANY Fax:[phone] Jui 31 '06 17:49 P.03
26-27-'06 15:36 FW"-DENR ED 9197152801 T-952 P01 U-464
r
qlv-
INVP-
Jude 77, 2006
DWQN: 06-0643
CObw 2009201 s2, Zmarro
Robot svWm
Daedea Developwmt LLC
P O 1= 96x9
CL-Y, NC 27513
. ltglwc The Wwdlw& Reuidmcw 5abctiviaton
couaty: WAM
Yon bavn.do Med m satts?+ the 0ompaaratocy mitigs0oe uqutreamm of dm Sa;dm 401/404 permit inved far the above
tfPitspes pn#wt Owrtmh pblaam of s Im 4 the Nor* C=Aias BweysM t Ptvuam. Ia azeoldww yrifb 15A
NCAC 213.0500, Ym bee bas been mkmImW as tib11p1irS (Pkete now pgrmtatt Of wl4a l ks is eaiauhmA in mmvm.M of
0.?,S ataas). Vyaui~m.star tEds PQY t• 1tmr cO Carol Shaw at 019_733-3209.
R?arius WMI®is 0 as " z S 26,146A • 5
!' A?ario WNLardt 0 ao? * 3 U423.M
SAkNMtlae WM3rrd 0s s S132,231i.00 •
Sttwt; 424 Am teat x S 219A S 91,156.00
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begbr - Xms 2 0 t+geuv' 1w t S .9i • S
Tats] +Itrrrut e[ pgmmt i ?i,t3S6.0ti
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4"Ortit cardtm< Rcuaysftm Kwumm s PTOPAW
#;or 6s tots! amauae due to die address bolo..
NC DEn Eoosys*m Enbm ocmeat ProSram
14;t mad senior CaAw
Rddgk NC 27Q99.1652
Piers mb dim a Mmaat made to to WC'Scosysu= Ez&aceraeat ProSrma k sot reiamumbys ankas a wq" $tr
tuisabttate?nt 7s zxdv?ed »itbm 12 mamshd of the dab of she A?? saiob roquMt ? ba ao?oo?mpmiad #0? !attars
fimdw p waocim "Odle drat %0 permit mf /or suMsodmwim have bm mow*&
YOU UM AZ IN P' ON OF T= PAVM]U+PT ttt,RCZWT rWM T= NC- XCOSYM M
W ANCEN'T MOGRAM rMR TO CO1V 5MCING THE AC'C£Vrf W AMORIM BY T=
UWARYMT QY AAMY MAW ANDM T$R 401 WATU QUALM CMTERCATtiON.
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NotMt Carom70 Eowpbm t=sdwromnardPe W*m 06s2 Mtn Sewics Cmntw, RdWO. NC Y1t399.1Z?2 / 9t97t5-04701 rw i ceep net
JUL-31-2006 MON 15:38 TEL:[phone] NAME:DWO-WETLANDS P. 3
DARDEN DEVELOPMENT LLC RECEIVED
PO Box 5689
Cary, North Carolina 27512 17 2006
[phone] l U ?-
Fax [phone] NC ECOSYSTEM
ENHANCEMENT PRQGRAM
July 13, 2006
NC DENR Ecosystem Enhancement Program P@19OW(No
1652 Mail Service Center Raleigh, NC 27699-1652 JUL 1 A 1006 --
Ref The Woodlands Residential Subdivision c?NR . wA7a UuALiTir
DWQ #06-0643 ??,TW,?t1!PH
COE #200520152, 200620770
Dear Ms. Karoly:
We received our 401 permit for the Woodlands subdivision referenced above on June 22,
2006. Subsequently we received an invoice from the NC Ecosystem Enhancement
Program in the amount of $92,856.00 to satisfy our compensatory mitigation requirement
to the Wetlands Restoration Fund.
It was our understanding that this invoice had to be paid within six months of receiving
the permit or prior to commencing construction activity in the impact areas.
This property is under contract to be sold and construction will not begin until after the
property is closed which will be in September 2006. Therefore, we respectfully request
an extension for 120 days or until October 22, 2006 to make +hP .,?....,o..* ''
that the payment must be made and receipt in har 7 - 17-l?
I appreciate your time and consideration.
Sincerely
be ain
DARDEN DEVELOPMENT LLC
I W
rr'o
us in
r _06=27-'06 15:36 FROM-DENR EEP 9197152001 T-960 P01 U-464
""ED
JUL 1 7 2006
NC ECOSYSTEM
ENHAN
CEMENT PROGRAM
• PRaor?
INVOICE
June 27, 2006
DWQ#: 06-0643
COE* 200520152, 200620770
Robert Swaim
Darden Development LLC
P O Box 5689
Csty, NC 27513
Project. no Woodlands Re wdandal Subdivision County: Wake
You have elected to satiW the compensatory mitigation requirements of the Section 401/404 permit issued for the above
tefvrence project dunugh payment of a fee to the North Carolina Ecosystetu Enhancement PmgMuL Tu socotdance with 15A
NCAC 21.0500, your fees bas been calculated as follows (Please note: payment of wetlands is calculated w insae CvU of
0.25 acres). If you have-any quadoas conemniug this payment, plem call Carol Shaw at 419-733-5205.
Pipatlan Wetlands 0 acres x 3 26M6.00
S
Non-Riparian WaIx ude 0 acres x S 13,123.00 S
Saltwater Wetland 01 cres r 5132,238.00 S
Stream , 424 linear feet x 3 219.00 m S 92A5&00
Buffer- Zme 1 0 square feet x s. •96 S
Buff - zoo* 2 0 square feet x S .96 5
Total srrtomt of payment $ 92,856.00'
Please; mail a chock made pxyable to
',loth Carollns Ecosystem Enhancement Progrartt"
for the total amount due to the address bdlow.
NC DMNR Ecosyebmt EWmaceme nt Program
1652 Mail Service Center
Raleigh, NC 27699.1652
Plew note that a payment made m the NC Fcosystem Enhm mement Ptogratt: is not reimbuaable unless a requeat for
r eimbtusemut is received within 12 moaft of the data of the receipt. Any such roquest must be accompanied by learns
from the permitting agencies sating that the permit and/or authorization have been rescinded.
YOU MVW BE IK POSSESSION OF THE PATbWT RECEIPT FROM THE NC ECOSYSTEM
INBANCEM[ENT PROGRAM PIUOR TO COMMENCING THE ACTMTE S AVIT(ORMW BY THE
DEPARTMENT OF ARMY PMUT AND/OR THX 401 WATFX QUALITY CERTIFICATION.
cc: Cindy Kamly, DWQ-Wctl=ds/401
Todd Tull, USACFrRaleigh
File K014 DWQ-Raletlgh
-->Ntldd TlxvuWWu, S&EC-Raleigh
Ftyo
A P. _WA
?\G.?LiJ , ••. L!(.II • Cr0 ..,..?_,,r''n. Q?.J1•Wi?i"/
North Carolina Evosystem Enharoement Progrs n. 1652 Met gwvics Carder, Raldgh, NC 27699-1'5521919-715-0476 / www.nceep net
.._, , .

?l

LLD-DLa+3
q North Carolina Wildlife Resources Commission 0
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: Cyndi Karoly
Wetlands/401 Water-Quality-.Certification-.Unit-
Division of Water Quality
FROM: Shari L. B?nt, Pib?nt Region Coordinator
Habitat Conservation Program
DATE: 19 June 2006
JUN 2 2006
- DE It - VVPTER QUALITY _ _
WETWO3 AM aTMMAT :R PIRMCH
SUBJECT: Pre-construction Notification Application for Darden Development LLC, Woodlands
Residential Subdivision, Chatham County, North Carolina. DWQ ID: 20060643
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject document and we are familiar with the habitat values of the area. Our comments are provided in
accordance with provisions of the Clean Water Act of 1977 (as amended), Fish and Wildlife Coordination
Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d), North Carolina General Statutes (G.S. 113-131 et
seq.), and North Carolina Administrative Code 15A NCAC 101.0102.
Darden Development LLC proposes to construct a 175 acre residential subdivision on a wooded
site adjacent to Dry Creek. Lot sizes range from 3/4 acre to 3 acres; total impervious surface will be
approximately 24%. Two road crossings will result in permanent impacts to 212 linear feet of perennial
channel and temporary impacts to 41 linear feet of perennial channel. Utility crossings will result in
temporary impacts to 15 linear feet of perennial channel and 9 feet of intermittent channel. The applicant
has avoided impacts by designing the site plan so that jurisdictional features fall along lot lines, proposing
a shared perpendicular driveway that bridges a jurisdictional channel, avoiding the floodplain of Dry
Creek, and adding riparian buffers per County requirements.
Dry Creek and its tributaries flow through the site. These streams are tributaries to the Haw River
upstream of B.E. Jordan Reservoir in the Cape Fear River basin. There are records for the federal and
state endangered Cape Fear shiner (Notropis mekistocholas); federal species of concern and state
endangered brook floater (Alasmidonta varicosa) and yellow lampmussel (Lampsilis cariosa) in Haw
River.
This area is experiencing rapid urban growth and we are concerned about the cumulative impacts
of development on the Cape Fear shiner. Changes in land use from a primarily forested area to an urban
landscape may exacerbate channel degradation and sediment impacts to stream ecosystems due to
increased stormwater runoff and elevated flooding. Increases in impervious surfaces can result in stream
degradation without the implementation of appropriate stormwater quantity and quality control measures.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

Page 2
19 June 2006
Woodlands Subdivision
DWQ ID No. 20060643
In addition, pollutants (e.g., sediment, heavy metals, herbicides, pesticides, and fertilizers) washed from
roads and urban landscapes can adversely affect and extirpate species downstream of developed areas.
While we appreciate the efforts the applicant has made to minimize stream crossings, avoid
wetlands and include riparian buffers, we are concerned about potential impacts to Cape Fear shiner and
its habitat in Haw River. Should the permit be issued, we recommend the following conditions be
incorporated into the permit to further minimize impacts to aquatic and terrestrial wildlife resources.
1. In watersheds that support federally endangered species, we recommend a minimum 200-foot
undisturbed, native, forested buffer along perennial streams, and a minimum 100-foot
undisturbed, native, forested buffer along intermittent streams. Maintaining undisturbed, forested
buffers along these areas will minimize impacts to aquatic and terrestrial wildlife resources, water
quality, and aquatic habitat both within and downstream of the project area. In addition, wide
- -riparian buffers are helpful" in"rnaintaining stability of stream banks and for treatment of pollutants
associated with stormwater runoff. Whereas, a grassed buffer, particularly fescue, is a vegetated
buffer but will not provide the necessary and highly valuable functions as discussed for forested
buffers.
2. We recommend that all remaining wetlands and streams on the site be protected from additional
impacts by placing them in a permanent conservation easement to prohibit filling, draining,
flooding, and excavation.
3. Use bridges for all permanent roadway crossings of streams and associated wetlands to eliminate
the need to fill and culvert, where practicable. If culverts must be used, the culvert should be
designed to allow passage of aquatic organisms. Generally, this means that the culvert or pipe
invert is buried at least one foot below the natural streambed. If multiple cells are required, the
second and/or third cells should be placed so that their bottoms are at stream bankfull stage. This
will allow sufficient water depth in the culvert or pipe during normal flows to accommodate
movements of aquatic organisms. If culverts are long and sufficient slope exists, baffle systems
are recommended to trap gravel and provide resting areas for fish and other aquatic organisms. If
multiple pipes or cells are used, at least one pipe or box should be designed to remain dry during
normal flows to allow for wildlife passage. In addition, culverts or pipes should be situated so
that no channel realignment or widening is required. Widening of the stream channel at the inlet
or outlet of structures usually causes a decrease in water velocity causing sediment deposition that
will require future maintenance. Finally, riprap should not be placed on the streambed.
4. - Multiple studies have shown that stream degradation occurs at approximately 10% coverage by
impervious surfaces (Schueler 1994; Arnold and Gibbons 1996; Doll et al. 2000; Mallin et al.
2000; May and Horner 2000; Stewart et al. 2000; Paul and Meyer 2001). In watersheds that
support federally endangered species, we recommend new developments exceeding 6%
imperviousness include stormwater controls designed to mimic the hydrographic condition at the
site prior to the change in landscape.
Locate sewers and other utilities as far away from streams as functionally possible and minimize
stream crossings. It is preferable that sewers be located outside the riparian buffers.
6. We recommend that landscaping consist of non-invasive native species and LID technology.
Using native species instead of ornamentals should provide benefits by reducing the need for
fertilizers, herbicides, and pesticides. Additionally, native species should require less water.
Using LID technology in landscaping will not only help maintain the predevelopment hydrologic
regime, but also enhance the aesthetic and habitat value of the site.

Page 3
19 June 2006
Woodlands Subdivision
DWQ ID No. 20060643
7. Specialized efforts and techniques are implemented to reduce sediment runoff from construction
activities. Excessive silt and sediment loads can have numerous detrimental effects on aquatic
resources including destruction of spawning habitat, suffocation of eggs, and clogging of gills of
aquatic species.
Thank you for the opportunity to comment on this project. If we can be of further assistance,
please contact our office at [phone].
Literature Cited
Arnold, C. L., and C. J. Gibbons. 1996. Impervious surface coverage-the emergence of a key
environmental indicator. Journal of the American Planning Association 62:243-258.
Doll, B. A., D. E. Wise-Frederick, C. M. Buckner, S. D. Wilkerson, W. A. Harman, and R. E. Smith.
- 2000. Hydraulic geometry relationships for urban streams throughout the piedmont of North
Carolina. Pages 299-304 in P. J. Wigington, Jr. and R. L. Beschta, eds. Proceedings of the
American Water Resources Association International Conference on riparian ecology and
management in multi-land use watersheds, Portland, Oregon.
Mallin, M. A., K. E. Williams, E. C. Esham, and R. P. Lowe. 2000. Effect of human development on
bacteriological water quality in coastal watersheds. Ecological Applications 10(4):1047-1056.
May, C. W. and R. R. Horner. 2000. The cumulative impacts of watershed urbanization on stream-
riparian ecosystems. Pages 281-286 in P. J. Wigington, Jr. and R. L. Beschta, eds. Proceedings
of the American Water Resources Association International Conference on riparian ecology and
management in multi-land use watersheds, Portland, Oregon.
Paul, M. J., and J. L. Meyer. 2001. Streams in the urban landscape. Annual Review of Ecology and
Systematics 32:333-365.
Schueler, T. 1994. The importance of imperviousness. Watershed Protection Techniques. 1(3):100-
111.
Stewart, J. S., D. M. Downes, L. Wang, J. A. Wierl, and R. Bannerman. 2000. Influences of riparian
corridors on aquatic biota in agricultural watersheds. Pages 209-214 in P. J. Wigington, Jr. and
R. L. Beschta, eds. Proceedings of the American Water Resources Association International
Conference on riparian ecology and management in multi-land use watersheds, Portland, Oregon.
cc: Todd Tugwell, USACOE
ec: David Rabon, USFWS
Sarah McRae, NHP
Ryan Heise, WRC
Corey Oakley, WRC
WATF?QG
>
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 22, 2006
Darden Development, LLC
P.O. Box 5689
Cary, NC 27513
Subject Property: The Woodlands Residential Subdivision
Ut to Dry Creek [030604, 16-34-(0.7), B, NSW]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Sir or Madam:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0643
Chatham County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 277 linear feet of streams to construct the proposed subdivision at the subject
property, as described within your application dated April 12, 2006 and received by the Division of Water
Quality on April 12, 2006 with additional information received April 26, 2006 and May 31, 2006 by
DWQ. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3402 and 3374(GC3402 and GC3374). The Certification(s) allows you
to use Nationwide Permit(s) NW39 and NW12 respectively, when issued by the US Army Corps of
Engineers (USAGE). In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, Non-discharge, and other regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is 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 the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
4010versght/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/FAX [phone]/Intemet htta://h2o.enr.state.nc.us/ncwetlands
t471t Carolina
ura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Darden Development, LLC
Page 2 of 4
June 22, 2006
Impact Type Amount Approved nits Plan Location or Reference
Stream 212 linear feet permanent PCN page 4 of 9
Steam 65 linear feet temporary PCN page 8 of 13
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section.0500;
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401[Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project.
Mitigation:
7. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Darden Development, LLC
Page 3 of 4
June 22, 2006
Mitigation must be provided for the proposed impacts as specified in the table below. We
understand that you wish to make a payment to the Wetlands Restoration Fund administered
by the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement.
This has been determined by the DWQ to be a suitable method to meet the mitigation
requirement. Until the EEP receives and clears your check (made payable to: DENR -
Ecosystem Enhancement Program Office), no impacts specified in this Authorization
Certificate shall occur. The EEP should be contacted at [phone] if you have any
questions concerning payment into a restoration fund. You have one month from the date of
this approval to make this payment. For accounting purposes, this Authorization
Certificate authorizes payment into the Wetlands Restoration Fund to meet the
following compensatory mitigation requirement:
Compensatory Mitigation Required River and Sub-basin Number
Stream 212 linear feet (permanent) Cape Fear/030604
8. Culvert Installation
Culverts required for this project shall -be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Darden Development, LLC
Page 4 of 4
June 22, 2006
9. Sewer Systems
The project shall comply with 15A NCAC 2H.0219(i)(2)(G) and all other State, Federal and local
sewer system regulations.
10. Construction Stormwater Permit NCGO 10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at htW:Ah2o.enr.state. nc.uslsulForms Documents.htm.;
Certificate of Completion:
11. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Darden Development, LLC
Page 5 of 4
June 22, 2006
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 Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
AWK/cbk/asc
Enclosures: GC 3402 & 3374
Certificate of Completion
Sincerely,
Alan W. Klimek, P.E.
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
DLR, Raleigh Regional Office
File Copy
Central Files
Debbie Edwards, S&EC, 11010 Raven Ridge Rd, Raleigh, NC 27614
Filename: 060643TheWood1ands(Chatham)401
?QF W AT fi90 Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
> y
p Alan W. Klimek, P.E. Director
Division of Water Quality
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.0500, Darden Development, LLC has permission as outlined below to
permanently impact 212 linear feet of stream for the purpose(s) of constructing the proposed Woodlands
Subdivision located south of Dry Creek on the west side of Graham Road in Chatham County. All activities
associated with these authorized impacts must be conducted with the conditions listed in the attached Permit
transmittal letter. THIS PERMIT IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
LOCATION: Pittsboro, NC
COUNTY Chatham
BASIN/ SUB BASIN Cape Fear/030604
As required by 15A NCAC 211.0500, and the conditions of this Permit, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined
below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be
rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearest foot
according to 15 2R.0503(b).
Impacts Mitigation
212 linear feet of stream 212 linear feet of stream
In correspondence dated April 20, 2006, the EEP indicated that up to 250 linear feet of mitigation will be conducted
by EEP if necessary for the 401 Water Quality Certification and 404 Permit.
One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of
a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please sign this form and
mail the form along with a copy of your 401 Certification or Buffer Approval to the Ecosystem Enhancement
Program at the address below. An invoice for the appropriate amount of payment will be sent to you upon receipt of
this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT
PROGRAM.
Signature Date
ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
RALEIGH, N.C. 27699-1652
[phone]
Filename: 060643TheWoodlands(Chatham)401-EEP
I `1thCarol7,#
401 Oversight/Express Review Permits Unit lltlllYl ?lf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htta://h2o.en r. state. nc. us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
?? G Michael F. Easley, Governor
Q? W H r?gQ
` William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 14, 2006
DWQ Project # 06-0643
Chatham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Darden Development, LLC
Post Office Box 5689
Cary, NC 27513
Subject Property: The Woodlands Residential Subdivision
UT to Dry Creek [030604,16-34-(0.7), B, NSW]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On April 12, 2006, the Division of Water Quality (DWQ) received your application dated April
12, 2006 with additional information received on May 31, 2006 to impact 277 linear feet of
streams to construct the proposed residential subdivision. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The
DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required
by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Sewer Lines
Please locate and clearly label any planned sewer lines on the site.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
No thCarolina
401 Oversight/Express Review Permitting Unit ?NQt!!Ca!!1?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httD://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Darden Development, LLC
Page 2 of 2
June 14, 2006
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
C di Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/bjs
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Clark, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: S:\2006 Correspondence\06-0643 The Woodlands (Chatham) On Hold, 6-14-06.doc
FIL "F.- COPY
• Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
May 31, 2006
S&EC Project # 9986.W2
DWQ Project # 06-0643
Division of Water Quality
Attn: Cyndi Karoly / Ian McMillan
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
EUP=,? ?0
MAY 3 ) 2006

Re: Reply to the Division of Water Quality's 4/26/06 request for additional information
Woodlands Residential Subdivision
Chatham County, North Carolina
Dear Ms. Karoly and Mr. McMillan:
This letter is in response to your'letter dated April 26, 2006, which requested additional
information for the proposed Woodlands Residential Subdivision. The following restates
your questions and is then followed by our response.
Additional Information Requested
1. Please place building envelopes, planned sewer lines and a legend on the site
plan titled Key Map, and resubmit this map on a full plan sheet.
A) In the past this request to depict building envelopes has been made for projects
or portions of projects that have dense development or on specific lots that contain
riparian buffers, streams, or wetlands to an extent that call into question the
buildability of the lot. On this project the average lot size is 1.25 acres with the
smallest being 0.92 acre. Given the lot size and the configuration of the lots, fill
or disturbance of the wetlands and/or streams will not be required other than what
is requested for the roads and utilities. The applicant does not have final building
footprints for these sites, but even in the tightest situation, no additional fill will
be placed in the wetlands or streams. It is also important to note that the buffers
shown on the site plan exceed the requirements of the Water Supply, Watershed
buffers implemented by Chatham County. Since there is no question as to the
density of this proposed project and that no additional impacts will take place
upon development of individual lots, building envelopes do not appear to be a
necessary piece of information required to process and complete this 401 Water
Quality Certification. Attached are overall site plans at a scale of V = 100' that
shows the sewer line corridors throughout the site.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lhwndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
2. Please submit a location map referencing the site to current landmarks/roads.
A) A USGS and Soil Survey site vicinity map were provided to you with the
initial submittal as well as PIN numbers and directions to the site, however please
find an additional vicinity map that show the site's vicinity.
Please call if you have any questions or require further explanation.
Sincerely,
Sean Clark
Attachments: 1) Drainage and Utility Plans
2) Additional Site Vicinity Map
CC: Mr. Todd Tugwell (USACE)
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Project Manager:
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Scale:
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Date:
05/09/06
Map Title:
51TE MAP
WOODLANDS RE51DENTIAL
Source:
Chatham Co., NC
SoJU do Environmental Cansultants6 PA
1101© Rwm Ridp Rd- RaMiA NC 27614
(416) 8466s00 • !fits) 6466167
Web Psp : mwt.SrfdEC.c m
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Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
April 26, 2006
S&EC Project # 9986.W2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Todd Tugwell
6508 Falls of the Neuse Rd
Suite 120
Raleigh, N.C. 27615
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: The Woodlands Residential Subdivision
Chatham County, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
On April 12, 2006, S&EC submitted a Pre-Construction Notification Application for the subject project.
At that time, we had not received the Ecosystem Enhancement Program's (EEP) approval for the required
stream mitigation. The EEP has accepted 250 linear feet of warm water stream mitigation; I am enclosing
a copy of their letter for your file.
Please call me at [phone] if you have any questions or require additional information.
Sincerely,
Do(
&?_z?c
Debbie Edwards
Environmental Specialist
Attachments:
1) EEP letter dated April 20, 2006
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fav• (wui 7,) _Qanc, Fax- [phone]
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PROGRAM
April 20, 2006
Sean Clark
S&EC PA
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Woodlands Residential County: Chatham
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the, responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear 0 0 0 0 0 250 0 0
03030002
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Chris Mankoff at [phone].
Sincerely, pp
Fa r--
m D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
JZ"toru2?... E ... protectr,?t? our Stag
EHR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh; NC 27699-1652 / 919-715-0476 / www.nceep.net
?0000a43
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com April 12, •2006
S&EC Project # 9986.w2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Todd Tugwell
6508 Falls of the Neuse Rd
Suite 120
Raleigh, N.C. 27615
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
NC Division Of Water Quality
401 Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
'31 L E k'-l 0 r--, y
Re: Woodlands Residential Subdivision
Chatham County, NC
On behalf of the owners, Darden Development Company, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the North Carolina Division of Water Quality (NC-DWQ) that the activities proposed below
may precede utilizing Nationwide Permits 12 and 39 and GC3374 and GC3402. Please contact me at (919)
846-5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Woodlands
Project Type Residential Subdivision
Owner / Applicant Darden Development Company
Count Chatham
Nearest Town Pittsboro
Waterbod Name D Creek
Basin / Sub-basin 03-06-04
Index Number 16-34-(0.7)
Class WS-IV, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.039
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.039
Total Stream Impact (linear feet): 277
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Wake County Soil Survey Vicinity Map
Overall Site Plan and inset sheets (6 sheets)
Impervious Surface Calculations
$475 check (or copy) for Water Quality Certification Processing Fee
p@B0W19P
APR 1 2 2006
DENR • WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.? -?> 0 6 J+
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1.
II.
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12 & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
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pp APR 1 2 2006
Name: Darden Development LLC
Mailing Address: PO Box 5689 Dr=NR - WATER QUALITY
C..grvN(" 27511 WRIANDSWSTORMWAT?RBRANCH
Owner/ licant Information
Telephone Number: 919469-8674 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Debbie Edwards
Company Affiliation: Soil and Environmental Consultants
Mailing Address: 11010 Raven Ridge Rd
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: [phone]
E-mail Address: dedwardsnasandec.com
Page 1
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Woodlands
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9734-85-7185, 734-66-7792, 9734-54-8599
4. Location
County: Chatham Nearest Town: Pittsboro, NC
Subdivision name (include phase/lot number): The Woodlands
Directions to site (include road numbers/names, landmarks, etc.): From Pittsboro, NC, take
87 north approximately five miles. The property is located immediately south of the Dry
Creek on the west side of Old Graham Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7939 ON 79.2169 °W
6. Property size (acres): +/- 175 acres
7. Name of nearest receiving body of water: Dry Creek 16-34-(0.7), WS-IV: NSW
8. River Basin: Cape Fear (03-06-04)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project site is primarily wooded. Portions of the
property have been logged within the past +/- 15 years Surrounding property in the vicinity
of the project is forested or is in residential use.
Page 2
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a residential development made up of single-family homes. The project
will include the installation of utilities such as sewer and water commonly required for a
residential development. Heavy machinery typically required for the construction and
installation of roads and utilities will be used on the project.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
provide additional housing to meet the growing demand for the area. The proposed impacts
to jurisdictional features are required in order to provide road and utility access to the entire
property.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. On November 13, 2005, S&EC competed a detailed wetlands
delineation. Eric Kulz of the DWQ conducted an intermittent/perennial determination on the site
in February of 2005. Todd Tugwell of the USACE conducted a jurisdictional determination site
meeting on October 20, 2005. The wetland survey maps are being prepared and will be
submitted under separate cover. No previous 404/401 permits have been requested or granted.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future plans requiring any further 404/401 permits are expected at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts are to
jurisdictional streams only (i.e. no wetland impacts). Proposed permanent impacts are to 212
linear feet of stream for road crossings. The proposed tempoEM impacts are to 65 linear feet
of stream for utility crossings and temporary construction corridors for the road crossings.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
N/A N/A N/A N/A N/A N/A
Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 3 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 (NWP 39) UT to Dry Creek Permanent/Road Perennial +/- 6' 90 0.014
1 (NWP 39) UT to Dry Creek Temporary/Road Perennial +/- 6' 20 0.002
2 (NWP 39) UT to Dry Creek Permanent/Road Perennial +/- 6' 122 0.017
2 (NWP 39) UT to Dry Creek Temporary/Road Perennial +/- 6' 21 0.004
3 (NWP 12) UT to Dry Creek Temporary/Utility Intermittent +1-51 9 0.001
4 (NWP 12) UT to Dry Creek Temporary/Utility Perennial +/- 4' 15 0.001
Total Stream Impact (by length and acreage) 277 0.039
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A N/A
Page 4
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.039
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Irn act to Waters of the U.S. (acres) 0.039
Total Stream Impact linear feet): 277
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
No isolated wetlands or isolated streams exist on the property.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Current land use in the vicinity of the pond: n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested
S&EC to complete a detailed, wetland delineation on the entire site. to aid in developing a site
plan that avoids & minimizes impacts to the maximum extent practicable. As a result, wetland
impacts have been completely avoided. In addition, the site plan was designed so that
jurisdictional features would fall along lot lines. To further minimize impacts, the applicant has
proposed a shared perpendicular driveways bridging a jurisdictional channel. The two road
crossings are needed in order to have access to otherwise unreachable upland areas, these road
crossings were designed with headwalls to further reduce the fill needed and thereby reducing
theoverall impact footprint.
Page 5
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.enr.state.nc.us/newetlands/strrnp,ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A payment to the NC-EEP is proposed to meet the stream mitigation requirements of the
site. Riparian buffers have been added to the streams onsite as per the County's
requirements. The floodplain of Dry Creek is being avoided.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 2121inear feet
Amount of buffer mitigation requested (square feet): 0
Page 6
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
Page 7
within 15A NCAC 2B .0242 or .0244, or .0260. The project is not within a DWQ regulated
buffered basin, therefore no mitigation is required or proposed.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The proposed lot sizes for this project range from '/ acre in size to greater than 3 acres in
size. There are no proposed concentrated areas of impervious and the project's total impervious
surface area is approximately 23.8% (see attached calculations). According to Water Quality
Certification 3402, a stormwater management plan should not be required for this project.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The proposed project will tie into existing sary sewer lines in the area.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes El No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/newetlands. If no, please provide a short narrative description:
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water
Quality Certification and Isolated Wetland Programs" document prepared by the NC Division of
Water Quality on October 3 2002, version 1.6. The draft states that most residential
subdivisions are unlikely to cause cumulative impacts. The Woodlands does not meet any of the
three criteria of private projects that can clearly result in cumulative impacts. We anticipate that
you will advise us if a qualitative or quantitative impact analysis is required.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 8
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 9
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Soil & Environmental Consultants, PA
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US. Army Corps of Etlgirtssrs, Wl:lmington District
PA Box 1090
witmingtork, NC 28902
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APR 1 2. 2006
DENR. WAFER QUALITY
WEnANDS AND STORMWATER BRANCH
1, the mmeit prq7ZU owmr, hemby dastgmte and autharixe Soil Sc Stivitonmental Cortsultants. PA to
act in rnv brhAlf as my ag-mt in dx- proeessirtg of pemvt appUcationc„ to furnish upcm request
du p lea>erltal iaformsbw m Sapp wt of applications, etc. from this tray forward. The ? day of
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This notifkation superredr6 arty previous correspondence conceming the agent for this project.
NOTIM 7[A" authatirutioa, for liability &nd professional courtesy reasotas, b valid only for
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Print Property Owner's Nuw P per ty s Siptatufc
cc: Ms. Cyndl Karoly cc- Ms. Debbie EdN ants
NCDENR • DFVQ Soil Cr Enviror=wntal Consultants, PA
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(9 O
The Woodlands
Community
MAXIMUM POTENTIAL
IMPERVIOUS CALCULATION
Impervious
Lots Area Total
173
173
12,000
2,076,000 s.f.
Item Impervious
Area
1 Homesites 2,076,000 s.f.
2 Roadways 403,570 s.f.
3 Pump Station 4,123 s.f.
TOTAL IMPERVIOUS 2,483,693 s.f.
TOTAL TRACT AREA
240 acres
10,454,400 s.f.
IMPERVIOUS PERCENTAGE 23.8%
April 7, 2006
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
April 26, 2006
S&EC Project # 9986.W2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Todd Tugwell
6508 Falls of the Neuse Rd
Suite 120
Raleigh, N.C. 27615
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: The Woodlands Residential Subdivision
Chatham County, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
On April 12, 2006, S&EC submitted a Pre-Construction Notification Application for the subject project.
At that time, we had not received the Ecosystem Enhancement Program's (EEP) approval for the required
stream mitigation. The EEP has accepted 250 linear feet of warm water stream mitigation; I am enclosing
a copy of their letter for your file.
Please call me at [phone] if you have any questions or require additional information.
Sincerely,
? a, ZVIIC?
Debbie Edwards
Environmental Specialist
Attachments:
1) EEP letter dated April 20, 2006
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
P- (Ma»I)n_Qan6
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
pay. (336) 540-R235
Y
eo stem
PROGRAM
April 20, 2006
Sean Clark
S&EC PA
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Woodlands Residential County: Chatham
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the, responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear 0 0 0 0'.1-1 0 250 0 0
03030002
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Chris Mankoff at [phone].
Sincerely,,
FDGilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
RfftoriklK?... 'E... PYDtP.G iptg Oar i-ta to
eTn
ICDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Michael F. Easley, Governor
?O G William G. Ross Jr., Secretary
UJ ?- North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
April 26, 2006
DWQ Project # 06-0643
Chatham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Darden Development, LLC
P.O. Box 5689
Cary, NC 27513
Subject Property: The Woodlands Residential Subdivision
Ut to Dry Creek [030604, 16-34-(0.7), B, NSW]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On April 26, 2006, the Division of Water Quality (DWQ) received your application dated April 12, 2006,
to fill or otherwise impact 277 linear feet of stream to construct the proposed residential subdivision. The
DWQ has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. This project has been placed on hold
until the following criteria has been meet. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
1. Please place building envelopes, planned sewer lines and a legend -on the site plan titled, Key Map,
and resubmit this map on a full plan sheet.
2. Please submit a location map referencing the site to current landmarks/roads.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands
None C?hna
ovatumli'm
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Darden Development, LLC
April 26, 2006
Sincerely,
Cyn i Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Debbie Edwards, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh,
NC 27614
Filename: 060643The W oodla ndsResSD(Chatham)On_Hold
S- 1
2 ,t f) t,1 , r1 T
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com April 12, •2006
S&EC Project # 9986.w2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Todd Tugwell
6508 Falls of the Neuse Rd
Suite 120
Raleigh; N.C. 27615
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
NC Division Of Water Quality
401 Unit `Attn: Cyndi Karoly
2321 Crabtree Boulevard i t
Suite 250
Raleigh, NC 27604-2260
Re: Woodlands Residential Subdivision
Chatham County, NC
?LCIM, vLt=?;, uvHE UO
APR 1 2 2006
DENR - WATER QUALITY
WERANDSAND STOWWATER BRANCH
On behalf of the owners, Darden Development Company, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the North Carolina Division of Water Quality (NC-DWQ) that the activities proposed below
may precede utilizing Nationwide Permits 12 and 39 and GC3374 and GC3402. Please contact me at (919)
846-5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Woodlands
Project Type Residential Subdivision
Owner / Applicant Darden Development Company
Count Chatham
Nearest Town Pittsboro
Waterbod Name D Creek
Basin / Sub-basin 03-06-04
Index Number 16-34-(0.7)
Class WS-IV, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.039
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.039
Total Stream Impact (linear feet): 277
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Wake County Soil Survey Vicinity Map
Overall Site Plan and inset sheets (6 sheets)
Impervious Surface Calculations
$475 check (or copy) for Water Quality Certification Processing Fee
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax- [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 3
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12 & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), c o ckbeie ?
D
II. Applicant Information P
APR 1 2 2006
1. Owner/Applicant Information
TER atl
- At irY
Name: Darden Development LLC aENR
,,,,,,wA.
,_ _._...__
Mailing Address: PO Box 5689
CM NC, 27513
Telephone Number: 919-469-8674 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Debbie Edwards
Company Affiliation: Soil and Environmental Consultants
Mailing Address: 11010 Raven Ridge Rd
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: [phone]
E-mail Address: [e-mail]
Page 1
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Woodlands
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9734-85-7185, 734-66-7792, 9734-54-8599
4. Location
County: Chatham Nearest Town: Pittsboro, NC
Subdivision name (include phase/lot number): The Woodlands
Directions to site (include road numbers/names, landmarks, etc.): From Pittsboro, NC, take
87 north approximately five miles. The property is located immediately south of the DU
Creek on the west side of Old Graham Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7939 ON 79.2169 °W
6. Property size (acres): +/- 175 acres
7. Name of nearest receiving body of water: Dry Creek 16-34-(0.7), WS-IV: NSW
8. River Basin: Cape Fear (03-06-04)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project site is primarily wooded. Portions of the
property have been logged within the past +/- 15 years Surrounding property in the vicinity
of the project is forested or is in residential use.
Page 2
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a residential development made up of single-family homes The project
will include the installation of utilities such as sewer and water commonly uired for a
residential development. Heavy machinery typically required for the construction and
installation of roads and utilities will be used on the project.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
provide additional housing to meet the growing demand for the area. The proposed impacts
to jurisdictional features are required in order to provide road and utility access to the entire
property.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. On November 13. 2005, S&EC competed a detailed wetlands
delineation. Eric Kulz of the DWQ conducted an intermittent/perennial determination on the site
in February of 2005. Todd Tugwell of the USACE conducted a jurisdictional determination site
meeting on October 20. 2005. The wetland survey maps are being prepared and will be
submitted under separate cover. No previous 404/401 permits have been requested or granted.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future plans requiring any further 404/401 permits are expected at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts are to
jurisdictional streams only (i.e. no wetland impacts). Proposed permanent impacts are to 212
linear feet of stream for road crossings. The proposed temporary impacts are to 65 linear feet
of stream for utility crossings and temporary construction corridors for the road crossings.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
N/A N/A N/A N/A N/A N/A
Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 3 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial Intermittent? t? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 (NWP 39) UT to Dry Creek Permanent/Road Perennial +/- 6' 90 0.014
1 (NWP 39) UT to Dry Creek Temporary/Road Perennial +/- 6' 20 0.002
2 (NWP 39) UT to Dry Creek Permanent/Road Perennial +/- 6' 122 0.017
2 (NWP 39) UT to Dry Creek Temporary/Road Perennial +/- 6' 21 0.004
3 (NWP 12) UT to Dry Creek Temporary/Utility Intermittent +/- 5' 9 0.001
4 (NWT 12) UT to Dry Creek Temporary/Utility Perennial +/- 4' 15 0.001
Total Stream Impact (by length and acreage) 277 0.039
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma (if applicable) ocean, etc. acres
N/A N/A N/A N/A N/A
Page 4
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 0.039
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.039
Total Stream Impact (linear feet): 277
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
No isolated wetlands or isolated streams exist on the property.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Current land use in the vicinity of the pond: n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested
S&EC to complete a detailed. wetland delineation on the entire site. to aid in developing a site
plan that avoids & minimizes impacts to the maximum extent practicable. As a result, wetland
impacts have been completely avoided. In addition, the site plan was designed so that
_jurisdictional features would fall along lot lines. To further minimize impacts, the applicant has
proposed a shared perpendicular driveway, bridging a jurisdictional channel. The two road
crossings are needed in order to have access to otherwise unreachable upland areas, these road
crossings were desipmed with headwalls to further reduce the fill needed and thereby reducing
theoverall impact footprint.
Page 5
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.enr.state.ne.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A payment to the NC-EEP is proposed to meet the stream mitigation requirements of the
site. Riparian buffers have been added to the streams onfite as per the County's
requirements. The floodplain of Dry Creek is being avoided.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/carp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 212 linear feet
Amount of buffer mitigation requested (square feet): 0
Page 6
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I Impact I Multiplier I Required
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total I N/A I I N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
Page 7
within 15A NCAC 2B .0242 or .0244, or .0260. The project is not within a DWQ regulated
buffered basin, therefore no mitigation is required or proposed.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The proposed lot sizes for this project range from '/ acre in size to greater than 3 acres in
size. There are no proposed concentrated areas of impervious and the project's total impervious
surface area is approximately 23.8% (see attached calculations). According to Water Quality
Certification 3402, a stormwater management plan should not be required for this project.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The proposed project will tie into existing sanitary sewer lines in the area.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water
Quality Certification and Isolated Wetland Programs" document prepared by the NC Division of
Water Quality on October 3, 2002, version 1.6. The draft states that most residential
subdivisions are unlikely to cause cumulative impacts. The Woodlands does not meet any of the
three criteria of private projects that can clearly result in cumulative impacts. We anticipate that
you will advise us if a qualitative or quantitative impact analysis is required.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 8
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 9
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Soil & Environmental Consultants, PA
11ufU Raoea lie ]C?x1 NaM CucU+i. 27614 P1ww: (9181 t4&59tt0 • Fax; 1919164&96167
AGENT AUMORIZA1 OMFMM
111 Blank, Tg Be Filled In By The Curren[ LAndo%,ner
Na>one L l C«7 V? U. 1, e
Addtew _ ?b f3c-c 5(0??1 ---
Phone. q- SS(o?1 4 r n
Pt"ect Name/Dwcripeoz? S&ECProjeCA A 996- J ;z
The Dcpartrrtent of the Army
U.& Army Carps of En&ssm WHmington District
P .O. Bat 1690
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlan&s R U*d COn$Wttng And Pt:rzn Mrkg
To Whoca It may Concem:
L the nerra* Pr Owner, hazvby drslgnate and autharize Soil & Isnvitonrtlental Consultants. PA to
-t in my bedudf as 1ny agent in the processing of permit application. to furnish up<rr request
cup leflnental informaWn to SUPP Wt of applications, etc. from this day forward. The _ -7 i-? . day of
This notificatiork Oaperse4m arty previous correspondence concerning the agent for this project.
NOTIM Thia authorimUon. for liability and professional courtesy teasops, is valid only for
r:ld call SQcFC
mat official to eAtcr the proptatp when aeeompalaied by S"C atalf. f--
to mange a site nwedug prioet to vwtiatg the Otte.
V ll Priunt
Proerty Owner's Nome P ry s Sip.aRuc
per
cc: Ms. Cyndl Kamly cc: Nis. Debbie Edwards
NCDENR - AWQ SoB Cc Environrzwntal Consultans, PA
2321 Crabtre4 Boulevard
R&Wgh. NC 71644
C V%re OAL-Or rn„zh,.O CK",
236 Laftimp Cow. Suite c 311 t-. LI AmdAk Dd%,c
C.omaxd. he 21N12.t gresn?boro. NC -"05
j
Mow, (7041724-WO.) MOM: [phone]
- air. p0+; 720-0406
Faa. 133t; 940.E235

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998G.W2
Project Manager:
SC
Scale:
I " = 2000'
Date:
041041OG
Map Title:
Figure 1. USGS MAP
WOODLANDS RESIDENTIAL
Chatham Co., NC
source:
Bynum Quad

Soil & Environmental Consultants, PA
11010 Raven Ridpe Rd.- Raley, NC 11614
[phone] •(919)$46-9467
Web Page: www.SmEC.can
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Project Number: Map Title:
9986.W2 Figure 1 SOIL SURVEY MAP
Project Manager:
5C WOODLANDS RESIDENTIAL Soil & Environmental Consultants, PA
Scale:
I " = 2000'
Date:
04/04/06
Chatham Co., NC
Source:
Chatham Co. Soil Survey
11010 Raven Ridge Rd• Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.=n
The Woodlands
Community
MAXIMUM POTENTIAL
IMPERVIOUS CALCULATION
April 7, 2006
Impervious
Lots Area Total
173
173
12,000
2,076,000 s.f.
Item Impervious
Area
1 Homesites
2 Roadways
3 Pump Station
2,076,000 s.f.
403,570 s.f.
4,123 s.f.
TOTAL IMPERVIOUS
TOTAL TRACT AREA
2,483,693 s.f.
240 acres
10,454,400 s.f.
IMPERVIOUS PERCENTAGE 23.8%
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
4F
Division of Water Quality
Attn: Cyndi Karoly / Ian McMillan
2321 Crabtree Boulevard
May 31, 2006
S&EC Project # 9986.W2
DWQ Project # 06-0643
UJ2@LqUJ6LE D
MAY 3 1 2006
Suite 250 DENR WATER
Raleigh, NC 27604 vasAND sTCft QUALITY
, s DH
I TER Re: Reply to the Division of Water Quality's 4/26/06 request for additional information
Woodlands Residential Subdivision
Chatham County, North Carolina
Dear Ms. Karoly and Mr. McMillan:
This letter is in response to your letter dated April 26, 2006, which requested additional
information for the proposed Woodlands Residential Subdivision. The following restates
your questions and is then followed by our response.
Additional Information Requested
1. Please place building envelopes, planned sewer lines and a legend on the site
plan titled Key Map, and resubmit this map on a full plan sheet.
A) In the past this request to depict building envelopes has been made for projects
or portions of projects that have dense development or on specific lots that contain
riparian buffers, streams, or wetlands to an extent that call into question the
buildability of the lot. On this project the average lot size is 1.25 acres with the
smallest being 0.92 acre. Given the lot size and the configuration of the lots, fill
or disturbance of the wetlands and/or streams will not be required other than what
is requested for the roads and utilities. The applicant does not have final building
footprints for these sites, but even in the tightest situation, no additional fill will
be placed in the wetlands or streams. It is also important to note that the buffers
shown on the site plan exceed the requirements of the Water Supply, Watershed
buffers implemented by Chatham County. Since there is no question as to the
density of this proposed project and that no additional impacts will take place
upon development of individual lots, building envelopes do not appear to be a
necessary piece of information required to process and complete this 401 Water
Quality Certification. Attached are overall site plans at a scale of 1" = 100' that
shows the sewer line corridors throughout the site.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E I..Iwndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
2. Please submit a location map referencing the site to current landmarks/roads.
A) A USGS and Soil Survey site vicinity map were provided to you with the
initial submittal as well as PIN numbers and directions to the site, however please
find an additional vicinity map that show the site's vicinity.
Please call if you have any questions or require further explanation.
Sincerely,
e'rO4---
Sean Clark
Attachments: 1) Drainage and Utility Plans
2) Additional Site Vicinity Map
CC: Mr. Todd Tugwell (USACE)
2
CHAPEL HILL
MAY 3 1 2006
DENR - WATER QUALITY
WET1A}JDS AND STORMWATER BRANCH
ORANGE CO.
CH M CO.
ALAMAN E CO.
t
SITE
HWY 87
OLD 87 HWY US
15/501 L
US 64 --?
PITTSBORO
Protect Number: Map Title:
998G.W2 SITE MAP
Project Manager:
5c WOODLANDS RE5IDENTIAL Soil& Environmental Consultants, PA
11010 Ram N* Rd.- R 6gk NC 27614
5cale: (919) 646 NW • (919) 8469467
1 u = 12,000' vwb PW www.Sw4EC.aan
Date: Source:
05/09/OG Chatham Co., NC
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
April 26, 2006
S&EC Project # 9986.W2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Todd Tugwell
6508 Falls of the Neuse Rd
Suite 120
Raleigh, N.C. 27615
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: The Woodlands Residential Subdivision
Chatham County, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
On April 12, 2006, S&EC submitted a Pre-Construction Notification Application for the subject project.
At that time, we had not received the Ecosystem Enhancement Program's (EEP) approval for the required
stream mitigation. The EEP has accepted 250 linear feet of warm water stream mitigation; I am enclosing
a copy of their letter for your file.
Please call me at [phone] if you have any questions or require additional information.
Sincerely,
Debbie Edwards
Environmental Specialist
Attachments:
1) EEP letter dated April 20, 2006
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
April 20, 2006
Sean Clark
S&EC PA
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Woodlands Residential County: Chatham
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the, responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear 0 0 0 0 ," • 0 250 0 0
03030002
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Chris Mankoff at [phone].
Sincerely,
2FD!ilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
2zmt-origg... E ... Prota&,`c? Our Stag
MUM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
f. ,

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com April 12, 2006
S&EC Project # 9986.w2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Todd Tugwell
6508 Falls of the Neuse Rd
Suite 120
Raleigh, N.C. 27615
NC Division Of Water Quality
401 Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260 0 o 3
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Woodlands Residential Subdivision
Chatham County, NC
On behalf of the owners, Darden Development Company, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the North Carolina Division of Water Quality (NC-DWQ) that the activities proposed below
may precede utilizing Nationwide Permits 12 and 39 and GC3374 and GC3402. Please contact me at (919)
846-5900 if you have any questions or require additional information.
PRt77F.CT SITMMARV
Project Name Woodlands
Project Type Residential Subdivision
Owner / Applicant Darden Development Company
Count Chatham
Nearest Town Pittsboro
Waterbod Name D Creek
Basin / Sub-basin 03-06-04
Index Number 16-34-(0.7)
Class WS-IV, NSW
IMPACT g1TMMARV
Stream Impact (acres): 0.039
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.039
Total Stream Impact (linear feet): 277
Attachments: 0 @ ' D
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Wake County Soil Survey Vicinity Map APR 1 2 2006
Overall Site Plan and inset sheets (6 sheets)
Impervious Surface Calculations DENR - WATER QUALITY
$475 check (or copy) for Water Quality Certification Processing Fee WETLANDS AHD STORMWATER BWCH
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax• (7(141720-9406 Fax- (3361540-8235

Office Use Only: Form Version March 05
l
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12 & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), the 1"Oygm
II. Applicant Information APR 1 2 zoos
1. Owner/Applicant Information _ DENa . w,,,,?,,
N
Mailing Address: PO Box 5689
Cary NC, 27513
Telephone Number: 919-469-8674 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Debbie Edwards
Company Affiliation: Soil and Environmental Consultants
Mailing Address: 11010 Raven Ridge Rd
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: [phone]
E-mail Address: [e-mail]
Page 1
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Woodlands
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9734-85-7185, 734-66-7792, 9734-54-8599
4. Location
County: Chatham Nearest Town: Pittsboro, NC
Subdivision name (include phase/lot number): The Woodlands
Directions to site (include road numbers/names, landmarks, etc.): From Pittsboro, NC, take
87 north approximately five miles. The property is located immediately south of the Dry
Creek on the west side of Old Graham Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7939 ON 79.2169 °W
6. Property size (acres): +/- 175 acres
7. Name of nearest receiving body of water: Dry Creek 16-34-(0.7), WS-IV: NSW
8. River Basin: Cape Fear (03-06-04)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgas/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project site is primarily wooded. Portions of the
property have been logged within the past +/- 15 years. Surrounding property in the vicinity
of the project is forested or is in residential use.
Page 2
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a residential development made up of single-family homes. The project
will include the installation of utilities such as sewer and water commonly required for a
residential development. Heayy machinery typically required for the construction and
installation of roads and utilities will be used on the project.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
provide additional housing to meet the rowing demand for the area. The proposed impacts
to jurisdictional features are required in order to provide road and utility access to the entire
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. On November 13, 2005, S&EC competed a detailed wetlands
delineation. Eric Kulz of the DWQ conducted an intermittent/perennial determination on the site
in February of 2005. Todd Tugwell of the USACE conducted a jurisdictional determination site
meeting on October 20, 2005. The wetland survey maps are being prepared and will be
submitted under separate cover. No previous 404/401 permits have been requested or granted.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future plans requiring any further 404/401 permits are expected at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts are to
jurisdictional streams only (i.e. no wetland impacts). Proposed permanent impacts are to 212
linear feet of stream for road crossings. The proposed temporary impacts are to 65 linear feet
of stream for utility crossings and temporary construction corridors for the road crossings. _
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain
es/no Stream
linear feet (acres)
N/A N/A N/A N/A N/A N/A
Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 3 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 (NWP 39) UT to Dry Creek Permanent/Road Perennial +/- 6' 90 0.014
1 (NWP 39) UT to Dry Creek Temporary/Road Perennial +/- 6' 20 0.002
2 (NWP 39) UT to Dry Creek Permanent/Road Perennial +/- 6' 122 0.017
2 (NWP 39) UT to Dry Creek Temporary/Road Perennial +/- 6' 21 0.004
3 (NWP 12) UT to Dry Creek Temporary/Utility Intermittent +/- 5' 9 0.001
4 (NWP 12) UT to Dry Creek Temporary/Utility Perennial +/- 4' 15 0.001
Total Stream Impact (by length and acreage) 277 0.039
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A N/A
Page 4
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 0.039
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.039
Total Stream Impact linear feet): 277
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
No isolated wetlands or isolated streams exist on the property.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Current land use in the vicinity of the pond: n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested
S&EC to complete a detailed, wetland delineation on the entire site, to aid in developing a site
plan that avoids & minimizes impacts to the maximum extent practicable As a result wetland
impacts have been completely avoided. In addition the site plan was designed so that
jurisdictional features would fall along lot lines. To further minimize impacts the applicant has
proposed a shared perpendicular driveway, bridging a jurisdictional channel The two road
crossings are needed in order to have access to otherwise unreachable upland areas these road
crossings were desip-ned with headwalls to further reduce the fill needed and thereby reducing-
theoverall impact footprint.
Page 5
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
hLtp://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A payment to the NC-EEP is proposed to meet the stream mitigation requirements of the
site. Riparian buffers have been added to the streams onsite as per the County's
requirements. The floodplain of Dry Creek is being avoided.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http:/%h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 212 linear feet
Amount of buffer mitigation requested (square feet): 0
Page 6
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
Page 7
within 15A NCAC 2B .0242 or .0244, or .0260. The project is not within a DWQ regulated
buffered basin, therefore no mitigation is required or proposed.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The proposed lot sizes for this project range from 3/ acre in size to greater than 3 acres in
size. There are no proposed concentrated areas of impervious and the project's total impervious
surface area is approximately 23.8% (see attached calculations). According to Water Quality
Certification 3402, a stormwater management plan should not be required for this project.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The proposed project will tie into existing sanitary sewer lines in the area.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water
Quality Certification and Isolated Wetland Programs" document prepared by the NC Division of
Water Quality on October 3, 2002, version 1.6. The draft states that most residential
subdivisions are unlikely to cause cumulative impacts. The Woodlands does not meet an, of the
three criteria of private projects that can clearly result in cumulative impacts. We anticipate that
you will advise us if a qualitative or quantitative impact analysis is required.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 8
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Page 9
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Soil & Environmental Consultants, PA
I1t11U lRa? 1? 1CN+A mid. NaM Grdar h'61d - i'ho+?c: (919! 6s65900 Faa:1419i Wby1/6?
AGENT AUMOMATIOO1 oil
11A Blank`, IQ Be Filled In By The Qffmt LAndowner
Na ne:
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MOM.
Ptojest Nance/Daeriptiow S&ECProjectX 996- -J2
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Mw Departn mt of the Army
US? Army Corps of Engati"m wtlraington District
P.O. Box 1890
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witn,ir+gton, NC 28402 <
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Atm 4 APR 1 2006
Field Office: t EN
??DSANp S7' EOPoihIMyqujAER?ITBt?

Rz wetlands R?euted Consulting Arlo Pcr,a fitting H
To Whom It May Concem;
i, the curra* Rrci C owsrar, hemby deslgrtate and and arize Soil & isttvironmental CoAsultants. PA to
.ci in my behAlf as arty aSant in t!x proerssir fg of pera& appikattiom, M furnish upcm request
eu leateatal infoa ubw to suppwt of applications, etc. from ttti6 tiny forward, The '? day of
(oruar l
'Rua notification superveam Mary previous correspondence concerning the agent for this project.
NOTICE Thb authorization, for liability &nd prafessiorual courtesy tenons, Is valid only for
suranmoat vOkIala is eater the property when aawmpanied by StuEC staff. You uld call S&EC
to ana> p a cite IDdeetfng pritot to visiting fire site.
?0bty- -s w "l r _
Prmf Property Owner's Name P k+erty Nv?
s Sipattuc
cc: Ms. Cyndi Karoly cc. Ms. Debbie Edwards
NCDENR - VWQ Sall & Envimrtttwntal Consultans, PA
2321 Crabtree Boulevard
Raleigh, NC 57604
(AarfereofflLa Crnmdr+.e oT
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Project Number: Map Title:
998G.W2 Figure 1. U5G5 MAP
Project Manager:
5C WOODLAND5 KE5IDENTIAL
5cale: Chatham Co., NC
1 u = 2000'
Date:
Source:
04/04/OG Bynum Quad

APR 1 2 2006
Ai onmental Consultants, PA
de Rd• Raleigh, NC 27614
(919) 84659M • [phone]
Web Page: wrw.SwdEC.com
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Project Number: Map Title:
99(5G.W2 Figure 1. SOIL SURVEY MAP
Project Manager:
5C WOODLANDS RESIDENTIAL i Consultants, PA
Scale: Chatham Co., NC 19)846-W77614
I " = 2000' w?Page: &indEc=n
Date: Source: APP, x 2 2006
04/04/OG Chatham Co. Soil Survey OVr4h ; X , ? u I
The Woodlands
Community
MAXIMUM POTENTIAL
IMPERVIOUS CALCULATION
Impervious
Lots Area Total
173 12,000 2,076,000 s.f.
173
Item Impervious
Area
1 Homesites 2,076,000 s.f.
2 Roadways 403,570 s.f.
3 Pump Station 4,123 s.f.
TOTAL IMPERVIOUS 2,483,693 s.f.
TOTAL TRACT AREA 240 acres
10,454,400 s.f.
IMPERVIOUS PERCENTAGE 23.8%
April 7, 2006
DWQ# 06 -X16 ?f .-
Plan Detail Incomplete
Dater Who Reviewed:
Please provide a location map for the project. - hxJ-J dv S I— /,Wn/ t_& , )? "s;
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. 4
? Please show all wetland impacts including fill slopes on the site plan. 11 ? Please indicate all buffer impacts on the site plan. &:;: ? ?eoGVd
? Please indicate proposed lot layout as overlays on the site plan. )VJ2 4??
? Please indicate the location of the protected buffers as overlays on the site plan. 4 tc l 0 -, J / d Y` ev CO-
/!
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. P
? t
Please provide cross section details showing the provisions for aquatic life passage. A-v- {'W-
?w f?:? ? 7 7
Please locate any planned sewer lines on the site plan.C.L C/Oh ?.? (yam
? P ease provide the location of any proposed stormwater management practices as required by GC
'S ? lease provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
)]lease indicate all stormwatei outfalls on the site plan. l ? si
lease indicate the diffuse flow provision measures on the site plan.
Please indicate whether or not the proposed impacts already been conducted. V?
Avoidance. and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD:
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
I Print your name and address on the reverse
o that we can return the card to you.
.ttach this card to the back of the maiipiece,
on the front if space permits.
ticie Addressed to:
a si
Agent
((?? ? Addre
B. Recei d (Printed NaMf?d m ate of Dot
D. Is delivery address differdnt m Rem 1?
If YES, enter deliv a 61
18
7 '-j
:arden Development LLC
U
0. Box 5689 SP J
ary,NC 27513 Service Type
)'JVQ# 06-0643-Chatha 49 certified mail ? Express Mail
m Registered Return Receipt for Merchandise
? insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
Micle Number
(ftnsfer from service laben 7005 1160 0000 9954 9659
)s Form 3511. Februarv 2004 Domestic Retum Receipt ?o2scsn2.ne.t e
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
Permit No. G-10
F_ ? _ 1lI?S!{!F!iii{3l1I!!3}j!fi!FI!{3llti!1?ltFEEIi!?tjF{jfF!!!!{Fi
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
10757 04072006 Invoice 04/07/06 #9986.W2 Permit App.
Check Number:
Date: 4/7/2006 Check Amt:
Balance Discount
$475.00 $0.00
001044
1044
$475.00
Pay Amount
$475.00
A? R 1 2 2pp6
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/ ~ ~ ~,1 ~ e e a o st ucto o s ~ nrl nr inNte ~ v - / / A ~ ,
. / / ago i i / ~ ' ~ , ; ~ ~ ` ~ i ~ ~ % ,Existing underground structures and utilities shown are based on field survey. The i
i / i . j ' ~ ~ ~ / / / - ~ \ 1 ~ ~ / ' - contractor shall field verify conditions prior to starting construction and notify the ~ ~ % ~ ~ ~ ~ ~ 1 ~ / , / ~ engineer of any discrepancies.
FOR REVIEW ONLY ~ - ~ ~ ~ ~ ~ / / - / /The contractor shall contact North Carolina One Call at 1 800 632 4949 for
E WATER 8c SEWER ~ ~ ~ ~ , 0 " ~ ' ` ` _ ~ ~ f ~ i / / assistance locating utilities. The contractor shall call at least 48 hours prior to any r
\ ~ a 1 digging. r ' ~ ~ V \ / r
A S E D NORTH ~ ~ ~ r ' R E NOT EL . ~ ~ / ~ ~ _ - - ~ ~ ~ / r Ali cor~truction within the NCDOT right-of-way shall conform to NCDOT standards ~ ~ \ \ ~ '
100' 0 100' 200' ~ r _ FOR CONSTRUCTION / ~ ' _ ~ \ _ ~ ~1 , / and specihcabons. ~ i /,1 ~ z
/ / - / / ~ ' . - _ ~ ~ { ~ ~ ~ / /All Pressure Sewer mains shall be constructed m accordance with the profile shown O
~ SCALE:1 -100 (Honz.) _ ~ ~ ' . ~ ~ i / ~ ' ~ / ~ ~ _ `s ~ ~ ~ / / : ~ i unless approved by the engineer and shall have a minimum of 3.0' of cover as / / ~ ~ - / ~ ~ \ V ~ ~ ~ ~ ~ / % measured from finished rade at the location where metalled. ~
~ ~ i / ~ ~ g > i i / / ~ ~ ~ ~ k' Ij~ ! ~
i- ~ / ~ / / ~ / ~ / / ~ \ V ~l ~ ~ ~ ~ All Water Mains shall have a minimum of 3.0' of cover as measured from finished ~ ~ / ~ i ' / ~ / ' ~ ~ ~ / - \ ~ ~ ~ ~ r 1 ~ / , ~ - grade at the location where installed. ~ / . ~ / / , -100 dear Flood; , ~ , ~ / i 1. ~ /
/ ~ / ~ / / ~p~ ~ ~ ~ , ; V / / le~le r F~~a , / - / ~ ~ ~ ~ ! / /All Water Mains shall be constructed over the pressure sewer main with a minimum of
/ / / / / / ~ ~ ~ 1 / ~ I ~ / I b" se aration. / / Panel X7029"9 g05p 8, ~ I ~ 1 - / / p
/ ~ ~ ~ 1 1 ' ~ / , / ~ / / ~ / / ~ ~ ~ - ~ ~ ~ ~ ~ ~ I / - ~ j ~ ~ All Water Mains and Force Mains crossing under Storm Drainage piping shall be
j / ' / i ~ ~ ~ ~ 1 r ~ ~ constructed with one (I) point of Ductile Iron Pipe centered on the Storm pipe ~ ~ I ~ r / ~ /
- i ~ ~ - - \ - - ~ i / i ~ / / / b ~ ~ ~ ' CfOeein / / ~1G1 \ ~ ~ ~ /
/ / / ~ ~ Ii ~~lr~~~ ~~'~l / r . , , ~ ~ All Water and Sewer construction shall conform to Beater Utilities standards and
- ~ / ~ ~ ~ i / / / / ~ ~ ~ ~ ~ ~ , ~th ~t / / ~ ~ / ~ speahcations. ~ / / / ~ ~ A r ~ ~ ; ~ ~ r
_ _ / / / ~ ~ - ~ ~ ~ ~ ~ ~ Y~ ` ~ / / Instream work shall be rohibited from March 15 throw h June 30 to mmim~¢e ~ ~ / / ~ ~ ~ p 9
- _ , _ ~ , ~ / E~ ~i ~ ~ ~ i l ~ ~ ~ / l ~ / ~ ~ \ ~ l / / 6 M~ ~ L ~ L ~ r i / ; impacts to spawning fish. ~ I _ - ~ s,~ r i , ~ / ' / I -~n~k,
~ ~ , - / ` / / ~ / ~ Topographic information provided by Absolute land Surveying, Pittsboro, NC. / / / / / i 1 T i / / ` j ~ , Profile Data from Field Survey 0
/ _ _ / ~ ~ ~ / , i ~ - - ~ i~ i ago i ~ / ~ / / - ~ / Ff j / ~ ~ / / r / ; r ~0 'Background Topography from Aerial Mapping. Z ~ / /
~ ~ . r ~ / / / ~ ~ ~ ~ / ~ / ~ Itf r / ~ / / ~ ~ ~ ~ ~ / ~ ~ ~ / ~ ' I ' 9 For typical street sections, see sheet RD- I
/ - / , i ~ 1 ~ 1 r ~ / / ~ ~ . > / % ~ ~ LEGEND ~ / - ~ , ;4 /
~ ~ / ~ - / I _ / / ~ / ~ ~ ~ ! I / / / , - / A ~ / $ All streets are public. l l i ~ / . ~ ~ , ~ r , ~ ' l ~ CURB INLET
I ~ - ~ ~ , - ~ i / / ~ _ i ' ~ 1 / I ~ ~ ~ / ~ / ~ ~ ~ / ~ / ~ / I
' / ~ ~G i ; / / ® TfiROATED INLET ~ / i / _ 1 ~ ~ ~ i / ! / , `0 _ ; ~ ~ ~ ; / i ~ / ~ •JB JUNCTION EiOX - I-
j. ~ ~ ~ ~ ~ ~ r J' / V' k ~ ~ ; / Z
/ ~ ~ ~ ~ / ~ / ~ % / - I 1/ ~ i / ep4 ` ~ ~ ~ ~ ~ . , / ~ ~ ~ i y ~ / / f I % i / / l ~ ~ ~ ~ l- " / - ' ' ~ ' ~ l ~ ? FLARED END SECTION W I I I~~` / ~ ~ 'Q1, ~ Z t l l,, / - - ~
i ~ l ~ y ' ~ ~ - _ 1 ~ ~ - l ~ STORM DRAINAGE Z - / ~ ~ ~~i I ~ N
~ / \ 7 ~ ~ ~ i ~ ~ / ~ ~ ~ 1~ , ~ l / ~ N VALVE / i / / ~ ` / Y ~ ' 1, ~ I i ; I ~ ~ ~ i ~ / / \ - ~ ~ 1 ~ m
/ / ~ / ~ / ~ I 1 ` x 1-~ i I , Fh FIRE HYDRANT WNALVE Q z / / _ _
~ ; ~ i / ~ / 1 i i _ ~ f i I' BO BLOW 0 ASS / ~ / / / I ~ k ~ ~ / Z / ~ / ~ / ~ ' ~ I ~ 1 ~ i; ~ ~ / 2inW- WATER MAIN Z v
/ / ~ Q~ ~ { , ~ I I 1 ~ ~ ~ G i / / / / / ~ ~ / A ' ~ ~ ~x , ®ARV AiR RELEASE VALVE Z ; o
/ / / / ~ i ? ~ ~ J N~ ~ / / i / / ~ ~ ~ ~ ~ , ~ ®CO CLEANOUT ~ ~ ~
i ~ A 1 Y S~' ~ , , • h MANIi LE Z ~ ~ M 0
\ ~ j/ ~ ;/I ~ I % ~ i ~ ~ ~ p~ l / I' / ~ ; ~ / ~ ~ i i r I ~ `pi l` i ~ / ~ / ~ / - I ~ ~ _ A ~ I~ ~ U~m
i. ~ iii ~ V ~ / ~ ~ ~ ~ _ ~ ~ .f' y % ~ ~ ~ ~ ~ { ~ ~ / / ~ ~ ~ ~ ~ ~ ~ ~ ~ V ~ PUMP STATION ~ r.. / ~ / - ~V~ I A_ _ ~ ~ \ ~ ~m
~ ~ i' /~j/ / , e / I ~ % ~ ~ ~ i ~ / ~ ~ / / i ; ~ ~ ~ - - ~ ~ ~ / i ~ / ~V~\ ~ i ~ - ~ I ~ ~ ~ ~ Cp / i ~ ~ ~ ~ Biueline B r~ ~ ~ , ~ ~ ~ ~ ~ 1 ` GRAVITY SEWER ~ / / ~ ~ ~ I-~~
I / ~ / , _ , ~ SA'€3C~1 SI ~ ' ~ ~ ~ ~ ~ ~ -2inFM- FORCE MAIN ~ - o / / 1 ~ Al ~ ~ _ _ ~ , ~ I t~ ~
i / / / ~ ~~p~ ~ ~ FroniT6 of-Bank ~ ~ ~ : k , ~ ~ ~ DUCTILE IRON PIPE _ Z $ /l / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1/~ ~ ~ ~ ~ PRV PRESSURE REDUCING ~
/ I ~ / ~ A ~ ~ - ~ ~fi ,r N VALVE REQUIRED
i ~ ~ ij i i~ ~ ~ ~ ~ ~ I I I / ~ \ ~ ~ ~ ~ ~ I ~ / ~ v - v ~ ~1,
1 / \ I 1 v_\ I I I, / ~ v ~ ~vv I
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ii / 1~ ~ . - ~ l ~ v ~ I l i ~ l ~ vv ~ ~ \ TYPE WET WELL OFF ELEV. / - - ~ ~ V A
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~,~vl ~ - ~ ~ ~ ~I i,l,'~~ ~ ~ ~ ~ III I I / - ~ ~ ~ ~ ~ - ~ / _ ~ ~ ~ 93 A S1 15350PM 472.25 4E6.0 ~ ~ I~ ~ ^ ~ ~ \ \ \ \ 94 A PIRANHA S18/21M 1535 GPM 472.25 466.0
~ \ ~ ~vr ~ i ! I I ~ ~ A d N! i ~ \ ~ ~ i , ~ / / A ~ 95 A PIRANHA S18I2W 15-35 GPM 460.25 454.0
r ~ v / ~ ~ /~X \ ~ i / ~ ~ 1 , ~ ~ I ~ I ~ Imo' ~ ~ ~ I / A PIRANFIA S1872W 15.35 GPM 46025 454.0 ~ ~ I I / / I \ \ I ~ ss
~ ~ VI i 1 ~ ~ Y I ~ i ~ I ~ Q T~ , ~ I V ~ 1 V ~ V ~ ~ ~ ~ / ~ - - - \ \ ~ ~ ~ s7 A PwurHA slerlw 1535 GPM 18025 45a.o I ~ ~ , \ ~ ~ U / ~ v ~ _ se ~ Pww~s~ertw 1535 GPM 45025 4u.o
~ ~ 1 ~ ~ ~ ~ / ~ 101 A PftAN1N S181lW 1535 GPlrl 41625 410.0 ~ ~ ~ ~ / / - _ _ A 1 ~
~ y ~ a ~ l lr I y J I A7" ~ A ~ t, 1 ~ I / _ ~ 102 A PIRANIN S18J2W 1535 GPM 446.25 440.0 0~ ~ \ 1 ~ I ~
, ~ ~ ~ \ ~ ~ N i ~ I - F ~ ~ - ~ % ~ ~ A ~ 1 ~ 1 ~ ~ ~ ~ / / ~ / 103 A PIRANHA S1812W 1535 GPM 416.25 410.0 ~ ~ ` A ~ I ~ ~ / ~ 1 104 A PIRANHA S1812W 1535 GPM 416.15 440.0
ns ~ A \ ~ ~ - ~ ~ / / ~ U / / ~ / ~ A ~ 1 'D , _ A ~ , A / ~ 1 I 105 A PIRANHA 318I21N 15.35 GPM 464.25 458.0
~ ,d' _ ~ ~ ~ ~ ~ ' p'~ - ~ ~ ~ ~ - ~ ~ ~ / , ~ ~ V A V 1 ~ 2 F ~ ~ ~ B PIRANHA 1535 GPM 44625 440.0 ~ k'' ~ ~ ~ 106 S26l2W ~ ~ ~ \~,~e ~ ~ -
, , v v~ ~ ~ ~ _ r ~ ~ ~ / ~ ~ t- \ r~V1 \ ~ 107 B PIRANHA S26/2W 1535 GPM 446.25 440.0 - ~ , ~ \ - V' V ~ - _ ~ 108 6 PIRANHA S2612W 1535 GPM 43825 432.0
RAP ~-d v _ - ~ ` _ ~ ~ 109 B PIRANHA S2612W 15.35 GPM 434.25 428.0
~ ~ ~0 ! ~ issi ~ 1 L' ~ O \ W~ _ N 110 B PIRANHA S26121N 15.35 GPM 438.25 432.0
~ ~ ~ - 4 .0 ~ 5... ~ , I \ 111 B PIRANHA S2612W 1535 GPM 442.25 36 (n
i ~~i ~ ~ ~ \ - ~ i ~ ~ / ~ Cpl ' I ~ 112 B PIRANHA S26l2W 1535 GPM 448.25 442.0 '~24~/ / / ~ 1 / ~ ~ v" r ~ ~ / / i / ~ / ~ \ 113 B PIRANHA S2612W 15-35 GPM 448.25 442.0
/ ~ ~ N / ~ ~ ~ ~ ~ I / ~ / / / ~ ~ 114 B PIRANHA S2612W 1535 GPM 446.25 440.0 ~ ~ ~ ~ / - - ~ ~ / / i' / ~ / / / ~ 115 B PIRANHA S2612W 15-35 GPM 446.25 440.0
- - - ~ I / / ~ / ~ ~ i ~
2 ~ ~ / ~ ~ ~ 8 ~ - / ~ / ~ ~ ! ~ 11 B PIRANHA S2612W 15-35 GPM 442.25 436.0 - _ ~ / ~ / / ~ ~ / ~ ~ ~ 6 N / \ a / / - ^ 117 B PIRANHA S26/2W 1535 GPM 438.25 432.0 ~ (6 ~ ~
T c 1 ~ ~ ~ ~ . ~ ~ I 1 l ~ ~ ~ ~ ~ ~ - - A ~ I ~ ~ Q ~ i ~ ~ 118 C PIRANHA M50/2W 15-35 GPM 436.26 432.0 L - / 1
~ i / / 0 ~ I 11 PIRANHA M50 1535 GPM 43625 432.0 ~ ~ _ ~ / ~ / / ; . ~ ~ 9 C /2W - it ~ ~
~ ~ _ _ I - _ ~ ~ I - / / / I i A I ~ 120 C PIRANHA M5012YJ 1535 GPM 436.25 432.0 ~ I / / ~ ~ ~ ~ 1 PM 440.25 434.0
~ i 1. ~ i i i - v ~I . ' / ~ / ~ i i / I • ` ~ 121 C PIRANHA M5012W 5-35 G ~ \ v A I i ~ / ~ , ~ , ~ 122 C PIRANHA M5012W 15-35 GPM 440.25 434.0
~ i ~ ~ ~ Ell ~ - - ~ \ I = i / ~ ~ 123 B PIRANHA 52612W 15,35 GPM 46025 454.0 nn O ~ ' / Pj / o' \ \ W
U ~ ~ ~ ~o lea ~ 1 f ~ - ~ ~ I , ~ / - _ - A V I ~ I I ~ 5~ I 124 B PIRANHA S2612W 1535 GPM 470.25 464.0 - ~ V ~ ~ " ~ ~ / ~ ~ ~ - - - ~ . -I ~ 125 B PIRANHA S2612W 15-35 GPM 470.25 464.0
/ ~ ~ U ~ ~ ~ / ~ ~ O \ I ~ ~ ~ \ 126 B PIRANHA S2612W 1535 GPM 470.25 464.0
~ l i / / ~ / ~ ~ i i " _ - , ' ~ ~ ~x ~ / ~ _ - ~ ~ ~ \ 127 B PIRANHA S2612W 15.36 GPM 468.25 460.0
i ~ \ ~ ~ ~ . ' _ - - / _ - - _ 128 A PIRANHA S1812W 1535 GPM 460.25 474.0 L O / ~ ~ ' ~.rq~ / ~ / ~ / ~ 474.25 468.0 ~ , - / - _ ~ / ~ ~ ~ 129 B PIRANFIA S2612W 15-35 GPM
~ ~ / i - k' i ~ ~ - ~ ~ ~ / / ~ , ' 1 ~ / / ~ - ~ ~ 1 130 B PIRANHA S26I2W 15-35 GPM 464.25 458.0
l l ~ i ~ / ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I / ~ ~ " ~ ~ ~ / ~ / ~ ~ / \ ~ ~ 131 B PIRANHA S26Y1W 15-35 GPM 474.25 468.0 ~ ~ ~ ~ A / ~ I ~
~ I~ - I ~ i ti,- ' ~ - / / / " / - ~ \ ~ . - ~ 132 A PIRANHA S18/2W 1fr35 GPM 496.25 490.0 / , I ~ pct " " ~ , _ = i / / ~ _ ~ O 1812W 15.35 GPM 490.25 484.0 ~ v
` ~ i ~ ~ / ~ ~ ~ 1, ~ ~ ~ / ~ ~ ~ ~ - tf / ~ ~ / ~ ~ ~ ~ 133 A PIRANHA S L L ~ ~ / ~ ~ / ~ ~ ~ ~ ' ~ , - - - - ~ ~ ~I, ~ ~ 134 A PIRANHA S1812W 15.35 GPM 504.25 496.0
~ / I IFN ~ - ' ' ~ ~ ' - - ~ / ~ ~ ~ ~ 498.25 492.0 ~ - - - gt0 \ ~ O 135 A PIRANHA S1812W 15-35 GPM Q
~ I ~ \ ~ ~ ~ ~ ~ ~ ~ ~ / ' ~ , _ ~ ~ / ~ ~ ~ / V ~ 136 A PIRANHA S1812W 1535 GPM 518.25 512.0 ' - /
' - - - - _ ~ / ~ 137 A PIRANHA S1812W 15.35 GPM 518.25 512.0 / _ ~ ~ I 138 A PIRANFIA S18/2W 15.35 GPM 514.25 508.0
~ I f I ~ - _ - ' ~ ~ - /i i ~ ~ ~ ~ _ _ ~ ~ I 139 A PIRANHA 518/2W 15.35 GPM 500.25 494.0 i \ - / ~
I ! ~ / / ~ ~ ~ i - - ` ~ / ` ~ I ~ 140 A PIRANHA S18/2W 15-35 GPM 482.25 476.0 / ~ _ / -
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/ / ~ ~ ~ ' ~ ~ A ~ 142 A PIRANHA S1812W 1535 GPM 502.25 496.0 / ~ S~ _ ~ ' ~ ~ ~ ~ 143 A PIRANHA S1812W 1535 GPM 50225 496.0
\ ~ i i ~ _ ~ i / i i ~ / . " \ \ 1 141 A PIRANHA S1812W 1535 GPM 510.25 504.0 Date:
u 145 A PIRANHA S181'LW 1535 GPM 508.25 502.0 March, 2006 ~ ~ _ , ~ _ ~ - _ ' ~ ~ 146 A PIRANHA S18121N 15-35 GPM 484.25 478.0
~ ~ ~ ~ ~ 147 A PIRANHA S1812W 15.35 GPM 472.25 466.0 Scale: / V ~ ~ A
~ - ~ i ~ ~ i ~ / - - - ~ ~ ~ ~ 148 A PIRANHAS18l2W 15.35 GPM 472.25 466.0 " I - 100 ~ \ \
{ V i i ~ ~ ~ ~ ~ ~ ~ ~ ! 149 A PIRANHA S1812W 15-35 GPM 466.25 460.0 ~I 1 150 A PIRANHA S1812W 1535 GPM 46425 458.0 Drawn:
1~ ~ ~ \ I 151 A PIRANHA S18Y1W 15-35 GPM 474.25 468.0 T~/ ~ ~'._--sin-~ \ ' , V ~ ~ I
~ j ~ ~ i 152 A PIRANHA S1812W 1535 GPM 48225 478.0
~ \ ~ ~ ~ A ~ j ! 153 A PIRANHAS16l2W 1535 GPM 482.25 476.0 Checked: 1 I i 154 A PIRANHA S1812W 1535 GPM 48825 482.0 MVZ
-sin- ~ / 1 ~ ~ ~ 155 A PIRANHA S18I2W 15.35 GPM 498.25 492.0
/ y ~ ~ ~ \ 1 / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M 53025 524.0 ~ ~ ~ 163 A PIRANHA S1612W 1535 GP Project No.
~ ~ - - ~ I ~ ~ ~ i ~ I A~ ~ ~ ~ ~ / ~ , ~ _ _ 1 ~ ~ ~ 184 A PIRANHA S1812W 15.35 GPM 526.25 520.0 - - - - ~ \ V ( ~ ~ 120-08 ' ~ 165 A PIRANHA S1812W 15-35 GPM 528.25 522.0
I I I \ ~ ~ , ~,v \ \ 1 - N 166 A PIRANHA S1812W 1535 GPM 534.25 528.0 Computer Dwg. Name
~ ~ ' ~ ~ s \ ~ I i ~ ~ ~ ~ I ~ r ~ ~ ~ ~ ~ i ~ ~ I20-08 oul.dwg ~ , ~ -
~ ~ ~ I I ~ ' / ~ I
/ / v ~ 1 A Piranha S18/2W
~ r' ~ ~ I i ~ ~ i ~ ~ v / A / ~ ~ \ 1 ~ ' \ B Piranha S26/2W Sheet No:
~ ~ ~ I i i ` n rz ra rz nnn R_l Piranha IIA5(1/7W
i { u I k~7Lrm-U l'! L
r ~¦¦l~ii~ 1* SANI RY SEWER INDIVIDUAL
- I line C nt' eon She U \ V MAY 1 1 ~ 2006 GRINDER PUMP TYPES oum
156,
12 ,~w P~R.ANCN

_
~ - ~ ~ ~ 1 ~ ~ l
I ~ ~ ~ w
eneral nstruct~on Notes ti o i ~ i 1 ~ Q
\ ~ ~ Existing underground structures and utihbes shown are based on field survey. The ~ \ ~ j ` ~ , contractor shall field verify conditions prior to starting construction and notdy the 1
~ ~ I ~ ~ ~ ~ ~ Q ~ hli C ~tinue on S e U-1 ~ ~ ~ ~ l 1 ` engineer of ary discrepancies.
~ - l ~ ~ ~ Ma~tc o k ~ i ~ ~ 1 The contractor shall contact North Carolina One Call at 1-800-632-4949 for
~ ~ ~ ~ - ~ 1 ~ ~ A i ~ ~ ~ 1* ~ i~ I , assistance locating utilities. The contractor shall call at least 48 hours prior to any
k ~ ~ ~ ~ ~ ~ ~ ~ V ~ ~ ~ ~ digging.
~ ~ ~ ~ ~ ~ I ~ ~ ~ i ~ ~ ~ ~ ~ R( _ ~ \ \ ~ All construction within the NCDOT right-of-way shall conform to NCDOT standards
- - - ~ ~ ~ ~ ~ _ II I ' ` ~ - _ ~ ~ ~ ~ ~ ~ ~ \ \ and speaficabons. \ \ \
\ \ ~ - - \ \ All Pressure Sewer mains shall be constructed m accordance with the ofde shown \ FH \ unless approved by the engineer and shall have a minimum of 3.0' of cover as N
~ ~ ~ ~ \ ~ measured from finished rade at the location where m tailed. _ A v ~ ~ v \ g s Z
1 \ \ ~ ~ ~ I ~'1 ~ \ ~ _ _ ~ . ~ \ \ ~ \ Q \ \ All Water Mains shall have a minimum of 3.0' of cover as measured from finished -
~ ~ ~ ~ ,1 ~ ~i ~ oa~ ` ~ ~ ~ \ \ ~ \ \ grade at the location where installed. ~
~ A V \ ~ V V \ A ~ ~ ~ \ \ ~ ~ _ - _ _ - ~ \ ~ \ ~ \ All Water Mains shall be constructed over the pressure sewer main vNth a minimum of W
V ~ ~ ~ L ' ' i / / ~ ~ ~ - - - - - ~ I ~ ~ F ~ , ~ ~ ~ Y ~ _ ~Lj ~ ~ ~ v v X .Q ~ OL _ \ ~ - \ 18" separation.
\ ~ ~ ~ _ - ~ _ _ ~ ~ \ ~ I ` - ~ ~ \ All Water Mains and Force Mains crossm under Stain Drama e i m shall be \ 9 9 pp 9
I , I ~ 1 i ~ ; 4, - ~ - - - ~ ~ - - _ V A \ \ \ ~ ~ ~ ~ \ \ constructed with one (I) omt of Ductile Iron Pi a centered on the Storm i ~ ~ A ~ ~ I ~ V ~ N ~ J p p t7e
~ ~ \ ~ ~ I ~ \ \ crossing.
~ 1 / ~ - r- - \ v ~ I ~ i i \ \ ~ ~ v ~ ~ ~ Q \ ~ All Water and Sewer construction shall conform to beater Utilities standards and \ speaficabons.
Ys
` ~ ~ ~ ~ 1 ~ ~ ' ~ ~ ~ ~ ~ Instream work shall be rohibited from March 15 throw h June 30 to minimuze
~ J I ~ 1 ~ - - - - ~ ~ - ~ I ~ ~ ~ ~ l ~ ~ / ~ i ~ ' ~ ~ impacts to spawning fish. v ~ ~ ~ ~ / t
~ ~ ~ ~ ~ - - ~ ~ I l ~ ~ ~ ~ ~ ~ To o ra Poc information rowded Absolute land Surveyin , Pittsba•o, NC. ~ jA ~~r/ / i ~ ~ p 9 p p 9 ! ~ j ~ ~ ~ ~ _ ~ Prohle Data from Field Survey
i / ~ I ~ ~ / ~ / ~ ~ ~ Background Topography from Aerial Mapping.
/ I ~ A ~ I - ~ ~ ~ I _ R~X v ~ ~ ~ ( . ~ ~a / ~ % I \ ~ / ~ i i ~O ~ _ i ~ For typical street sections, see sheet RD- I
~ I x ~ ) _ 3~ ~ 1 / ~ i ' ~ Z ~ ~ ~ ~ LEGEND
- - ~ a ~ I ~ , - - ~ I ~ i ~ j ~ ~ ~ A ~ _ ~ / / , ~ ~ ~ VA \ ~ _aeo- ~ ~ ~ ~ / ~ / ~ / ~ ~ ~ Q \ ~ i~ ~ t ~ ~ / ~ ~ ~ / All streets are public. Q" ~ / ~ / i ~ ~ - ~ 1 A \ / ~ CURB INLET
~ i T I ~ I, 1 , ~ / ~ , / ` ® THROATED INLET
} ~ ~ ~ ! ~ ~ ~ ~ ~ ~ A ~ - _ iY i ~ ~ - ~ ~ i " ~ ~ ~ Sou ~ ~ s~°~ ' , - - ~ ~ / ~ ~ 1 ~ 1 ~ ~ / ~ JB JUNCTION BOX
~ - ' - - A / / - / / / / ~ - , ~ ~ _ - ~ i/ - _ _ ~ i ~ ~ ) ~ ~ ~ ~ ~ ~ FIARED END SECTION ci
x i ~ ~ . i / ~ ~ ~ / ! ~ ~ I ~ ~ - / ,v - _ _ _ _ _ i / ~ ~ ' ~ ~ - -STORM DRAINAGE
i / / - , - - - ~ ) i ~ , ~ / ~ N VALVE W -
~ E~astin ~ ~ ~ A ~ ~ I ~ / ~ / i ~ ~ ~ / / ~ - - ~ ~ ~ ~ ~ / / / FH FI HYDRANT W ALVE Z - ~ N m RE N
j ~ / .f~nmp ~ i; ~ ~ _ _ I / ~ / S,o ~ i ~ ~ ~ i i T" ~ / i / ~ i ~ ~ W u~ ~ ~ - _ ~ / ~ / • BO BLOW-OFF ASSEMBLY
l ~ , ~ ~ Sfation - ! - k ~ , 1 I i l ~ i ~ i / i - ~ ~ ~H / I ~ l ~ U' ~o / i / - i' v ~ Z m r / / / / -2mW- WATER MAIN ILI Q i'`
/ ~ / ~ ~ ~ ~ ~ i i~ ~ ~i/~ i / V A i / / / i i- l % / Zuni / i / / S~ i` ~ ~ i / ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ®ARV AIR RELEASE VALVE ~ . ~
~ ~ i //i , _ 1- ~ ~ _ _ , - ~ ~ ~ ~ a ~ l ~ i / / ~ / Q o~ / ' ~ / ~ ~ ~ ; ~ / i / ~ l ®CO GLEANOUT Z ~ ~
1~ - ~ ~ I I ~ _ - ~ \ ~ ~ I ' ~ I ~ o ~ ~ ' / ~ % ~ / ~ ~ ~ , ~ MH MANHOLE Z
/ ~9~,c I I ~ ~ ~ ~ ~ / ~ ~ ~ V ~ - I ~ / / ~ ~ i / ~ ~ ~ l ~ ~ , PUMP STATION
Delineated / i ~ / _ 1 ~ / ~ I ~ i 1 r~ _ ~ ~ l ~ ~ , / , / , ; ~ ~ ~ ~ - 3~ / / ~ -55- GRAVITY SEWER Z I- ~ ~
~ ~ ~ ~ i I ~ ~ , Wetland RY,A•) ~ _ ~ ~ I ~ ~ I ~ ~ ~ . - i ~ l ' ~ ~ / I ~ i~ ~ i ~ ~ ~~i 1 ~ I~ _ ~ I ~ i ~ / ~ / a / i ~ ~ i i -2inFM- FORCE MAIN ~ U
~i ; ; ' , , _ _ ~ I ~ i ~ - I I ~ ~ ~ Y / / ~ / ~ / ~ ~ ~ ~ DUCTILE IRON PIPE ~ m
i ~ ~ r / / H ~ / ~ i ~ / ~ ! ~ ~ J ~ / ~ ' ~ ' ~ / ~ ~ PRV PRESSURE REDUCING - ~ ~ ~ / / ~ / / / / / ~ ~ Z o
~ ~ , , _ _ _ ~ , ~ ~ I w I ~ / / i ~ , I~~, - ~ - ~ ~ ~ ~ F / ~ / / / ~ VALVE REQUIRED ~ o
~ ~ ~ ~ ~ ~ i i i G ~ f ~ i p / ~ / / ~ / O ~ 8 ~ / ~ ~ / / / / J
/ - ~ ~ U i / 1 U U l i / i / i /
~ 1 i .Q- ~ I ~ ~ ~ ~ I ~ / / ~ i f i / / y
1 ~ ~ ~ x ~ l / ~ ~ ~ ~ ~ / / / ' I V ' ~ % / ~ w ~ / / o / 2 ~ / / / ~ LOT M PUMP PUMP MODEL # CAPACITY TOP OF MIN. PUMP
~ ~ I , I V` ~ ~ ~ ~ I o / ~ ; ~ Q. 1 ~ Rya ; ~ ~ , , ~ , . ' ~ ~ ~ w ~ ~ ~ ~ I ~ ~ ~ I~ 'x 1 ~ ~ ~ 1 ~ ~ I C I ' I / ~l ~ ~ ~ / ~ / - - / / ~ / ; ~ ~ TYPE WET WELL OFF ELEV.
=i ~ ~ l ~ I ~ I y ~ ~ ~ I ~ ~ j / / ~ ~ ~ ~ / / / ~ ~ ` / ~ 1 A PIRANHA S1812W 1535 GPM 558.25 552.0 ~ ~ ~ ~ / i ~ ~ ~ ~ / ~ / / ~ I 2 A PIRANHA S1812W 15.35 GPM 548.25 542.0
~ 1 ~ / ~ - _ \ 1 / \ t~ ~ ~ ~ ~ ~ 1
~ i l ~ ~ ~ M ~ ~ ~ % ~ ~ , ~ ~ ~ 1. ~ ~ ; , ~ ~ ~ / ~ / ~ , ' / / ~ ~ / ~ / ~ 3 A PIRANHA S18I2W 15.35 GPM 538.25 532.0
v v ~ 1~ / ~,o I ~ / ~ ~ ~ / / / ~ ~ I / / / ~ 4 A PIRANHA S18I2W 15-35 GPM 528.25 522.0 ~ ~ i ~ , ~ ~ / y~° / ~ / / / i ~ I f ~ ~ ~ i / / i ~ 5 A PIRANHA S18/2W 153,5 GPM 51625 510.0
9 ~ ~ ~ 1 ' ~ ~ V ~ \ ~ ~ I i ! ~ f ~ ~ ~ ~ , - ' % ~ ~ / / ~ i i / 6 A PNiANHA S18!!W 1536 GPM 51625 510.0 i ~
/ / ~ ~ ~ ~ ~ I FH ~ ~ ~ ~ i ~ I I k~ d s \1 h ~ \ ~ i y ~ I a ~ ~ ~ ~ ~ ~ ~ ~ i i ~ ~I / / / ~ ~ / / ~ / 7 A PIRANHA 318~lIM 1535 GPM 51825 510.0 I , ~ / / / ~ , ~ ~ ~ ~ ~ _ ~ / ~ j / / ~ ~ ~ , 8 A PIRANFN StBrlW 1536 GPM 820.25 5H.0
~ ~ ~ ~ - / ~ ~ / / ~ / 9 A PNtANFNS1812W 1536GPM 531,25 528.0 ~ ' ~ ~ ~ I / / ~ / / i / /
4 ~ ~ ~ , r- ~ I / / ~ i I ~ 1 ~ ~ ~ ~ ~ ~ I ~ ~ / / / - ~ / 10 A PNiAt4HA S18/2W 15-35 GPM 542.25 538.0
/ ~ 6 ~ v ~ ~ ~ 1 / i I ~ ~ ~ ~ ~ I ~ ~ ~ i ~ ~ / / ~ / / ~ ~ 11 A PIRANHA S1812W 15.35 GPM 542.25 536.0 ~ / ~ ~ 1 I I 1 ~ ~ / / , 12 A PwAwrv?slarlw 1535 GPM 55225 S+s.o
~ ~ ~ ~ ~ ,,1 ~ ~ i ~ ~ ~ ~ ~ 1 I / ~ 1 l I 1 11 1 1 ~ i~ ~ 13 A Prw~NSlarlw 1535 GPM Snzs 5ee.o
i ~ l ~ ~l ~ - / . 1 ~ l~ i ~ 1~ 1 1 ~ l~ I l/ \ ~ ~ ~ 1 ~ 1 ~ ~ ~ \ \ ~ I / / / / , / ~ / u A P~urfMSlerzw 1536GPM s~6.~ 6n.o ~1~' ~ ` I ~ ~~i Ali l ~/i /
~ ~ ~M ~1~ 1 T ~ a ~ ~ ~ V \ V \ \ ~ ~ A ~ ~ \ ~ \ ~ I , ~ / / / / ~ 15 A PKtAl3M 31812W 15~ GPM 59225 588.0
A \ V ~ \ $ ~ A ~ 1 ~ \ ~ ~ I ~ ~ ~ ~ - / / / ~ 18 A PIRAlIFIA S182W 15.35 GPM 60225 596.0 ~ ~ ~ , ta, ~ \ ~ ' ~ ~ ~ \ ~ ~ (l / / / / ~ 17 A PIRANHA st6rlw 1535 GPM so6.z5 soz.o
~ ~ ~ V ~ v ~ v ~ . ~ v \ ~ ~ ~ / / ~ V ~ ~ ~ ( ~ ~ ' ~ 16 A PIRANHA s16rzw 15.35 GPM Ssz.zS Ses.o ~r ~ \ \ V ~ \ V ~ ` v~4~e1 e`Bufter~ ~ I ~ ~ ~ ~ /
'0 - / \ J ~ ~ v y V v v ~ v , ~ ~ ~ , / % < ~ I ~ i i . ~ ~ 1s A PIRANHA s18rzw 1536 GPM S6o.z5 57a.o f ~ ~ A ~ ~ v $0 ~acp ~ de . i ~ ~ ~ I I . ~ ~ I
1- ~ ~ \ ~ ~ V ' ~ ~ ~ ~ ' I ~ ~ I 1 I I I 1 , ~ A PIRANHA S18121N 1535 GPM 612.25 606.0 1 v ~ ~ 1 ' , ~ V ~ ~Op~U ~a ~ ~ ~ , ~ ~ ~ 21 A PIRANHA S1812W 15-35 GPM 612.25 606.0 _ A ~ V ~ ~ j ~ M
/ % / _ ~ A ~ ~ ~ ~ ~ I ~ _ _ ~ \ A ` ~ \ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ 22 A PIRANHAS1812W 15.35 GPM 592.25 586.0 - / V v V A~~V A \ ~ A i ~ I ~
I - . ~ ~ ~ i I ~ ~ 23 A PIRANHA S18121N 1535 GPM 598.25 592.0 ~ V v A VA VA\' ~ j I ~ ~ ~ L _ _ _ ~ / \ \ \ V A , \ \ . A ~ ~ ~ ~ ~ ~ 24 A PIRANHA S18/2W 1535 GPM 566.25 560.0
A ~ ~ \ V~ A \ V'~ \ V ~ ~ ~ ~ ~ ~ ~ ~ ~ _ _ ~ I ~ A \ V A ~ ~ ~ I 1 ! ~ 25 A PIRANHA S1812W 1535 GPM 550.25 544.0 ~
I I ~ ~ ~ - - ~ ~ \VA \ VA \ ~ ~ ~ ~ _ - _ - , - ~ ~ ~ I ~ V A \ V ~ ~ i ~ i ~ 26 A PIRANHA S1812W 1535 GPM 548.25 540.0
~ A A ~A ~ Q ~ / ~ ~ \ \ ~ ~ ~ ~ I ' ~ i- -sw--~ _ _ ~ ~ ~ ~ - - - i / ~ ' \ V A ~ ~ 'i ~ 1 ~ 27 A PIRANHA S18/2W 15.35 GPM 546.25 540.0 ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ A VA ~ ~ ~ i ~ ' ~ P PM 2,25 496.0
/ ~ ~ ~ ~ ~ ~ ~ ~ I A 1 ( ~ _ ~ ~ A i i ~ 1 / _ - ~ ~ , / / I ; i 26 A IRANHA S18I2W 15-35 G 50 _ ~ , v v~' ~ 1 ~ ~ I ~ ~ ~ ~ - - ~ ~ ~ ~ ~ i~ / \ ~ ~ ~ ~ ~ 29 A PIRANHA S1812W 1535 GPM 502.25 496.D
- _ ~ ~ i ~ / / / ~ V ~ ! ~ I 1 - - ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ X ~ ~ ~ ~ ~ ~ ~ I 30 A PIRANHA S1812W 15-35 GPM 498.25 492.0 ~ ~ ~ , / ~ ~ _ U 1
~ i , , k - ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 31 A PIRANHA S1812W 15-35 GPM 490.25 484.0 ~ _ "
~ ~ ~ ~ I ~ / / - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f ~ ~ 32 A PIRANHA S18/2W 1535 GPM 482.25 476.0 - - _ ~ _ ~ J~~ , ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ! I ~ ~ i 1 33 A PIRANHA S18I2W 15.35 GPM 484.25 478.0
- _ _ ~ ~ ~ ~ ~ ~ ~ ~ j ' _ ~ ~ ~/J ~ ~ ~ ~ ~ ~ I I 34 A PIRANHA S1812W 15-35 GPM 494.25 488.0
1 ~ ~ ~ ~ V ~ / l i / i ~ - ~ 1 ~ ~ I a~ ~ ~ / 35 A PIRANHA S18@W 15-35 GPM 482.25 476.0 ~ ~ ~ _ ~ k / _ ~ _ - 'i i ~ ~ ~\1~. ~ ~
i ~ / - -y ~ - ~ ~ ~ ~ ~ ~ ~ ~ ' 36 A PIRANHA S1812W 15-35 GPM 482.25 476.0 - ~ / i / ~ ~ x ~ ~ 1 ~ ~ ~ ~ i-- ~ ~ I ~ _ ~ ~ ~ ~ / i ~i ~ _A v ~ ~ ~ ~ , , ~ ~ ~ 37 A PIRANHAS18l2W 15.35 GPM 482.25 476.0
/ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ 38 A PIRANHA S18/2W 15.35 GPM 482.25 476.0
~ v ~ I ~ ~ ~ ~ v v ~ v v'o v ~ , , R' Q, ~ , - ~ ~ ~ - ~ ~ - I ~ { i 39 A PIRANHA S18f2W 1535 GPM 490.25 484.0 ~ ~ O
A - _ _ i i ~ - ~ ~ ~ ~ - ~ ~ ~ _ / ~ ~ ~ ~ . ~ ~ ~ ~ 40 A PIRANHA S18I2W 1535 GPM 482.25 476.D ~ ~ ~ - - ~ - - % i , i~ ' ~ ~ , / ~ ~ ~ ~ - ~ J ~ ~ i , ~ ~ 41 A PIRANHA S18I2W 1535 GPM 472.25 466.0
`v _ - - / ~ ~ / I " ~ i ~ - _ ~ , i~ - _ v ~ _ ~ - _ ~ ~ ~ ~ ~ ~ V ~ 71 A PIRANFIA S181'LW 1535 GPM 466.25 460.0
• _ ~ _ _ ' % ~ ~ _ p,, / ~ ~ _ - - / / l ~ ~1 ~ 72 A PIRANHA S1812W 1535 GPM 462.25 456.0 ~ rtt - - ~ ~ . Q ( ~ - / ~ ~ V ~ - 'i , ' - fv / , ~ -sa'- ~ ~ ~ ~ ~ ~ 1 PM .2 460.0
~ ~ i~ ~ _ _ ~ / , ~ ~ " - -C) ~ , ~ ~ ~ _ _ _ ~ i ~ ~ 73 A PIRANHA S1812W 535 G 466 5 ~ ~ ' ~ ~ - - - ~ _ / ~ - _ ~ ~ / ~ ~ A 74 A PIRANHA S1812W 1535 GPM 466.25 460.0
/ ~ \ ~ ~ ~ A B eliae Buffet _ - _ , ~ ~ ~ w ~ ~ ~ ~ ~ , ~A ~ ~ , ~ ~ ~ ~ A ~ / . _ ~ ! V 1 - - " ~ ~ - ~ _ - / 75 A PIRANHA S1812W 1535 GPM 462.25 456.0 0
V ~ ~ from Tod of Bad (fiYA~ \ ~ ~ 1 ~ ~ ` ` ~ i j ~ ~ / , ~ ~ ~ ~ VA V - _ ' ~ ~ ~ 76 A PIRANHA S1812W 1535 GPM 472.25 466.0 S--
' r . ~ ~ A i ~ " " - _ - - ~ 77 A PIRANHA S1812W 1535 GPM 482.25 476.0 i l ~ / , ->I V A s~ ~ ~ , ~ - - . _ ~ - - - ! i ~ 78 A PIRANHA S18I2W 1535 GPM 490.25 484.0
/ ~ ~ ~ \ ~ ~ - - - - - . - . - ~ 79 A PIRANHA S1812W 1535 GPM 506.25 500.0 ~ V
2 I ( ~ ~ ~ • ~ ~ V ~ _ _ - ~ ~ ~ 80 A PIRANHA S18f2W 15.35 GPM 494.25 488.0
_ _ l r~~~ ~ _ i / ~ / ~ ~ \ ~ ~ ~ % _ ~ _ _ \ \ ~ ~ 81 A PIRANHA S1812W 15-35 0PM 49025 484.0 I ~~I / - ~ I ~ / ~ / / i ~ ~ ~ ~ - ~ i ~ _ _ ~ ~ ~ 62 A PIRANHA S18121N 1535 GPM 484.25 478.0
~ ~ / i r / / f ~ . ~ ~ ~ ~ - - _ ~ ~ \ ~ 83 A PIRANHA S18f2W 1535 GPM 482.25 476.0
~ ~ ~ ~ ~ ~ I i ~ ~ / / I (I I ~ l I ~ / / _ / ~ ~ ~ '8' - - - - ~ ~ A ~ 84 A PIRANHA S1812W 1535 GPM 476.25 470.0
\ _ i 1 ~p I / ` ~ ~ ~ ~ / ~ / / / / / ~ - ~ ~ ~ ~ - - V AA \ ~ ~ 85 A PIRANHA S1812W 1535 GPM 472.25 466.0
i 1 l 1 ~ A ~ I ! 91? ~ ~ ~ ~ ~ / ~ ~ , ' ~ ~ ~ ~ - ~ ~ A V A V 86 A PIRANHA S1812W 1535 GPM 482.25 456.0 Date: ~ ~ / / i ! ~ F~ j / / ~ , ~ f / - , -Fti _ io A 87 A PIRANHAS1812W 1535 GPM 444.25 438.0 M1t'Gf1, 2~6
~ ! ~ ~ ~ ~ ! ~ f i ~ - - - - ~ ~ A V \ ~ ~ 88 A PIRANHA S1812W 1535 GPM 444.25 438A l l l / ' ~ / ~ / ~ , ~ ego , ~ - _ ~ ~ y ~ v v ~ v
/ ~ ~ i \ ~ ~ ~ NORTH ~ ~ ~ ~ ~ ~ I, 1' I ~ I ~ l ~ / , ~ ~ ~ / ~ ~ - - - _ - - ~ ~ ~ A \ V ~ 156 A PIRANHAS1812W 15-35 GPM 50625 502.0 Scale: I ~ ~ l ~ ~ i~ ~ ~ , ~ ~ ~ / ~ ~ ~ i ~ ~ - ~ e~, ~ ~ A V A V 157 A PIRANHA S1812W 1535 GPM 506.25 500.0 ~ ~ ~Q'
V ~ ~ ~ i ~ iii ~ i~ i~/ i ~ ~ i; ' ~ ~ ~ / ~ ~ ~ ~ A ~ \ V \ ~ A PIRANHA S1812W 1535 GPM 502.25 496.0 I , , ~ l ; ~ , ~ ~ ~ / i ~ ~----v~ ~ v v 156
100 0 100 200 ~ ~ ~ ~ ~ ~ ~ ~ ~ / , r I ~ ~ ~ , ~ ~ I'~ ~ ~ ~ ~ i, / 1 I I ~ ~ I . i / ~ i, ~ ~ I ~ ~ l I ~ i ~ ! ' ~ i~~ ! ~ ~ ~ / ~ ~ V V \ ~ ~ V A 159 A PIRANHAS1812W 1535 GPM 50225 496.0 Drawn:
1~ ~ i A ~ ~ L ~ i ~ ~ l,~ ~ ~ / v ~ ~ ,l S~ ~ ~ j i / \ ~ A ~ 160 A PIRANHAS1812W 1535 GPM 502.25 496.0 T~
SCALE;1 -100 {Horiz.) ~ ~ ~ ~ 1 ~ - ~ ~ ~ ~ ~ ~ ` I I i ~ I ~ , ~ ' ~ i ~ ~ ~ t 1 ` ~ ~ ~ ~ ~ ~ \ ~ \ V ~ 161 A PIRANHAS1812W 1535 GPM 51035 504.0 ,~l ~v~/ ~ / r r. , ~ 1 ~ f ~ ~ l ~ ~ _ i f / / / , 1 ~ ~ 1 ~ 162 A PIRANHA S18f2W 1535 GPM 52425 518.0 Checked:
\ \ ~ ~ \ ~ I ~ ! l ! l ~ l / ~ ~ , l / ~ ~ 167 A PIRANw?s18nw 15.35 GPM 54435 536.0
~ ' ~ _ ~ ~ ~ ~ ~ ~ V' ~ ~"I. ~ ~ ~ ~ ~ 11 l.~' ~ t'I ~ ` ~ 1~, I j' 1. I ~ ~ r~ ~ ~ ~ l ~ ~ / I / 1 1 ~ MVZ ? ; ' f ~ ~ ~ ~ ~ ~ , ~ 168 A PIRANHA S1812W 1535 GPM 534.25 528.0
~ ~ _ ~ ~ \ A~,A X11 ~ ~ ~ ~1I1 /I lI ~ 1~ 1 ~ ~ A \ ~ ~ ~ I i l I I r _ 1~ ~ ~ ~ ~ ~ ~ ' - - 1 ~ ~ 1 A PIRANHA Si 1535 GPM 53025 524.0 / ~ ~ ~ ~ / ~ ~ ~ ~ e1~N Project No. l ~ ~ ~ ~ ~ ~ ~ , ~ i _ ~ ~ ~ 170 A PIRANWI S1812W 1535 GPM 52235 516.0
A ~ V' i i ~ A r I - ~ ~ ~ I ~ ~ ~ i I ~ ~ ~ ~ i ~ ~ ! 171 A PIRANHA S1812W 16.35 GPM 522.25 516.0
i A i i ~ ' ' ~ ~ ~ - ' A 172 A PIRANHA S1812W 1535 GPM 536.25 530.0 ~ ~ l ~ ~ ~ i ~ i~ , ~ ~ ~ Computer Dwg. Name
! ~ ~ ~ ~ . ~ 173 A PIRANHA S18/2W 1535 GPM 542.25 536.0 ( ~ \ i i ~ / i ~ ~ ~ ~ 120-08 ou2.dwg
1 I~_ i A / / / / ~ _ ~
~ v v y ~ ~ ~ ~ ~ i ~ 1 1 I I I I I, I 1 FOR REVIEW ONLY ~ ~ _ ~ ; I ~ , ~ ~ , ~ . ~ ~ / / i ~V~ A A
- ~ ~ ~ , ~I a I I~ it II ~ I I OF WATER 8c SEWER - ~ ~ ~ ,,i~ ~ i i ~ ~ ~ I ~ ~ ~ ~ ! ! ~ ~ v ~ ~ ~ ~ / ~ ~ . ~ v v Sheet No: ~ ~ ~ 1 I i ~ ; I I ~ - _ ~ - ~ ~ ~ ~ ~ ~v ` , ~ v A Piranha S18I2W
N01 RELEASED ts nranna zoco/cn
i ? i C Piranha M50/2W 1 i/ / V A pEidlt- Gl`JALIIy
i FOR CONSTRUCTION i i i 1 - - - / / \,a.r.EPARANCN OU=2 SANITARY SEWER INDIVIDUAL
GRINDER PUMP TYPES Of
r l I I 1 I 124" i
6 1

/ / / I. / i' ~ ~ ~ ~ % / ~ / / W
/ \ i ~ 1 iii/ ~
/ / ~ . ' ~ / / i / / ~ 1 1 i~ '/jam/// Q / i. - ~ I
/ i - . - / ~ / / j , ~ / . / - / ~ ~ 1 1 -i , / n r l , v e e a on5tructlon otes ~ ~ ~ / \ i /
/ ~ A l / ~ ~i ; / i ~ j / / ~ \ ~ \ / / / / Existing underground structures and utilities shown are based on field survey. The
~ ~ ~ ~ ~ / / / / ~ 1 V A ~ ~ ! %I , I 1 / / / / /contractor shall field ven conditions nor to starts construction and rap the ~ ' ~ ~ i ~ ~ / / / / / / ~ / / y P n9 fY
F RREVIEW ONLY / ~ ' 0 ' / / ~ ~ A ~ \ ~ X / ~ / ~ engineer of ary discre anaes. / /i/// ~ v r II / / P ~ ~ /iii / ~ \ \ A 1 ~ /
OF / / - WATER ~ SEWER ~ ~ ~ A / ; ~ 1 / / , ~ ? . i ~ V A V I / / ~ % / /The contractor shall contact North Carohre One Call at I -800-632-4949 for ~ ~ ~ ~ , ^ ~ \ ; ~ I / / assstance locating utdrties. The contractor shall call at least 48 hours prior to arty {
ASED / ; i ~ , LE RE NOT NORTH ~i~ ~ ii \ \ ~'l I1 / i / d i ~ i ~ i i / ~ ~ ~ J, 1 ~ / / / X99 mg•
100 0 100 200 ~ ~ r r ~ ~ / i ~ ~ - ~ ~/i/ / / - \ \ ~I III l I ~ i i i / / / i ~ - - \ \ ~ \ j ~ ! I ( / / / AJI construction w~thm the NCDOT right-of-way shall conform to NCDOT standards
. ~ FOR CONSTRUCTION i ~ i i ~ i / / / / ~ _ A \ \ i/I/~I ~ l I / / / / and specifications.
/ ~ ~ ~ ~ - ~ r i / i . ~ / / ~ ~ - - \ \ ~ I ~ l N i,/ / y - ~ A \ V ~;Y ; / / Z / / / i / ~ / / / X / - - , \ ~ / ~ ~ ~ / / / /All Pressure sewer mains shall be constructed m accordance unth the profile shown O
/ _ ~ ~ SCALE:1 -100 (Horiz.) % . ~ ~ . ~ / / / - .i. / r / / / / / I / i - - ~ ` \ \ \ i y ~ i / / - / / / / / / unless approved by the engineer and shall have a mirnmum of 3.0 of cover as - / /I / ;
r / r ~ ~ ~ / / / ~ ~ - / I ~ 'UO~ \ \ \ \ ~ ' I , I~ / r / measured from finished grade at the kxation where installed. ~
/ / j ~ / / / ~`.//.r, / / ~ / / I / / A V ~ r ~ r / / All Water MamS shall h mi im m f W i / / / / / / - \ \ / ~ ~ ~ / k / , ave a n u o 3.0' of cover as measured from finished ~
. / / / ~~FI~/ / ~ / / ~ ~ A \ \ ~ ; I / ~ / , / / / grade at the location where installed,
/ ~ j/ ~ ~ .r~ ' / ~ Line ~ F~MIC / , ~ / / / / / / i / / / ~ ~ ~ \ \ 1 I ~ ~ I / / / / / AIIYWater Mains shall be constructed over the pressure sewer main xnth a minimum of / / / Panel 7~~29~9 ~ ~ / \ ! ~ I ! / / i 18 separation.
i / / ~ ~ v I lI l / / / / / / / / 1 / _ v 1 1 l,~ I l/ /
_ - _ _ r / ~ / / ~r. J' / / / / / / / / / / / ~ ~ \ I ~ I I / ' . ~ 1; I ~ ' / ; / / ~ All Water Mains and Force Mains crossm under Storm Drama e i i shall be / / / / /1 / ~ II ~y ~I / g 9PPn9 / ~ / / / / I V ~ ~ I ; ~ / r / ~ ~ / / / / constructed wrath one (I) ~omt of Ductile Iron Pipe centered on the 5torn pipe
- _ / / / / ~ i ~ l ~ / / / / / / /I I I ~I ~ / crossing.
/ / / / ~ I III I 1 ~ ~ l'~ / / / / / / / / ` A II / r~ /-r~ /l r r / / / I I l ; l l , r / ~ r / / All Water and Sewer construction shall conform to Heater Utilities standards and
r / / / / / ~ I I I I / D II,,,,,(ted / I' / ~ , 5 ufi / / / I / ~ / / pe ratans,
/ ~i ~ / / i ~ / i / ~ ~ _ ~ / / l / / / / / / i ~ I I I I ~ I Sd~ Ya. ~I ~ . ~I / / ~ / / / / / / / / / / I I I ~ / / / ~ / I ~ I ~ I , / / ~ / / Instream work shall be prohibited from March 15 through June 30 to mimmuze
r / / / / / / ~ 6 M I , ~ ~ L - / im acts to s awn, fish. l r r / / / / / / / / I ~ ~ ~ -I- ~ -/j s ~ ~ / / P P n9 / / i / / / .
/ / / / / / / ~a.~~' , ~ - ~ / /Topographic information ovided by Absolute Land 5u , Pittsboro, NC.
' - - _ ~ / / / / ~ r ~ / / / / l ! / / / / / i / / i ~ - - ~--I- -I- / i / / ~ ~ Pr fi Pr' 'vey'n9 / / / i i / / i A \ \ ~ I ~ ~ / / , / / , r ; ~ o le Data from field survey 0
l / - ~ / ~ ~ ~ r ~ 1 l / / l / ~ - ~ y ~ 1 / l i I ! / / / / / F~ / \ / / / / / / Background Topography from Aural Mappng. Z l I / / ~ ~ / i _i A \ \ \ / ,
l / / -i - ~ / ~ 1 ~ l ~ I l / / / i i i / / / A \ ~ ~ / / r / ~ i ; 9 For typical street sections. see sheet RD- I l ~ l l / / / ~ / / ~ \ V ~ J j;'I' / l / / r ~
~ I ~ ~ ~ l / ~ ~ i / ~ ~ / 1 1 l ~ ~ ,-~i ~ i ~ ~ ~ ~ l l ( ~ ~ - /7 ~ , n / / i ~ ~ ~ 1 1 1 ~ / I / v / / ~ ,a ~ LEGEND ~ ! / / / ~ \ V I ` ! / " ~ / ~ /All streets are bla. / / ~ ~ V A ~ ~ / ~ ~ ~ ; ~
/ ~ / / . / ~ V 11 A l ~ ' I ~ ~ ~ l ~ CURB INLET
I I I I ~ ~ ~ ~ / ~ r ~ l I ~ h ~,i~ / / / 1 / l i l ! ~ l / ~~G \ \ \ ~ %~1,~ I ~ l ' / / ~ ! 1 ¦ TH ATED IN / / ~ / / ~ 1\ ~ !(l ~ / ~ ! RO LET ~
/ ~ / I J / / ~ / ~1~ ~ / / ~ F- I I I I l / / v \ V A 1 \ ~ , I ~ ~ / / ; ~ ! • JB JUNCTION BOX
/ I ) J ~ ~ i~ ~ ~ ~ ~ ~ ~ ; , / I I ~ ~ ~ , , / i ~ , r ~ ~ / / / / ~ ~ i ~ l l~ JIi / v A\ I / / ~ Z- 1~ / \ \ \ 1 ? FLARED END SECTION W
- / / ~ " ~ / ; , ~ ,~~/i / ; i / / ~ i ~ ~ ~ / l / ~ ~ 1. , _ ~ / ~ i / 1 li / ~ l ~ ~ !l I / ~ v \Q III/ / Z I I I ~ / / ~ - - ~ V A. / ~ ~ ~ I, I ! / - -STORM DRAINAGE Z - ~ m
i I ~ y ~ ~ r/ i ~ ~ /I r ~ I r i x ~ ~ 1 i/ i// ~ i ~ 1 I ~ ~ / ~ / / 11 / l / A ~ ~ 1 ~r N VALVE / ~ / / / / ~ ~'~~'f; I I ~ I I I C~ z
~ / V ~ ~ ~ / / / ~ I i ~ / \ 11 ,I I I~ ~ ~ Z m / / - ~ / I ~ / ~ I ~ I ~ I FH FIRE HYDRANT WNALVE W Q z
r ~ if 1. . / _ ~ ~ %"j~ ~ / i/ / ~ r ~ iI I I I / / / ~ ~ ~i ~ ~ /f r / - ~ ? V ~ i~ ~ ~I ~ i~ ~i / r it I i / i ~ i / / / / / ~ / /1 1 11 v I ,I I I. 1 I Zia; / / / / / / \ / I / / ~ 1 ~ I \ 1 / • BO BLOW-OFF ASSEMBLY W - Z / / / / I I 1 1 ~ 1, 1 ~I I / Qom
' ~ ~ / ~ ~ ~ r ~ ' , ~ ~ /r / l ~ / ~ / ~ ~ ' / % / / / / ~ Q~ I ~ /C 1 ~ -2mW- WATER MAIN Z ~ v / G ~ l I I
~ ; ~ , , ~ ' , / , , I i ~ / / / / / / / / I V ~ I ~ ~ ~ / / / / / / / / / _ / / ! / v ~ ,,1 ~ ~ ' ~ ~ _ ®ARV AIR RELEASE VALVE ; o
/ ~ ~ l; , ~ , II III ~ / / ~ / / i / / / / / / i V v ~ ~ ~ ~m / / / / / ~ ~ I I ~ v / 1 ~
i ~i/ / , i; r~~ - - ~ v 11 III ~ / / ~ / ~ v I - 3. / ~ ~ Y / / / / / / ~ I v ~ ~ \ \ • MH MANHOLE Z l- ~ r
_ .r ~ - / / / 1 i I ~ / ,,1 ~ / / / / / / / / I \ ~ ~ ~ ~ / v\/ V I PUMP STATION W U m
y ~ ~ r ~ ~ ~ ~ rri~ ~ I I / i / / / / 11 ~ l / ~ / ~ ~ it r ~ / / / / / / BluelineByffer~" ~ ~ I -ss- GRAVITY SEWER J p[
~ ~ ~ r ~ ~ ~~,r,r, I I I ( I y , ~ / r, r I I / ~ / ~ / / ,-~A~ ~ "r fir,/ FH / I I I I ~ / ~ / / / / I / / \ \ \ 5A -E~t S>i e' ~ ~ ~ I ~ -2mPM FORCE MAIN I I l / / - / / 'A \ - ~ ~ r/ ~ ~ I ~ o
~ . . ~.1, / ~ ~ / / r ~ rte, rrr ~r ~ I l ~ / i ~ l l I I I I 1/i , / ~ - ~ v ~ ~ / ~ / I I ~ / I l l / 1.. , ~ r r i r l I I f I 1 / C~\\ ~ Frorn~dp f-Bank , ~ ~ L / ~ \ \ \ _ ~ ~YR•~ ~ ~ ~ / ; A 'III DUCT LE IRON PIPE Z _
r '1 ~ / r ~ ~ ~ r ~ / I l I \ / ~ ~ ,l! ~ i / - it ~ ~ r ~ ( ~ I I ~ I 1 I 1 ~ I / \ ~ \v ~ ~ ~ ~ v ~ - - I I / \ ~ _ ~ ~ - - ~ ~ ~ PRV PRESSURE REDUCING O
~ ~ / V 1 1 _ ri r- i,' / 1 I E 1 / \ / ~1 l~ / 1 I I ~i rir % ~ ~ I I I t III I I / I I I / l / v ~ \ ~ ~ ~ - v, ' JUU I / / / \ \ ~ v , ~ / I' I VALVE REQUIRED I I / / / ~ \ ~ ~ ~ / I
I ~ i r / ~ 1 1~ ~ 'i~- ~ l / - i ~ ~ ~ I I I / I I ~ ~ ~ ~ ~ 1 / ~ - ~ ~ ~ \ I I I 1 / r \ \ ~ ` ~ ~ I11 III / / I \ v v
i I L i/// i r , _ l l I 1~ 1 1 I I
~ i/ /i / III / ~ ~ ~ I I I I I ~ I i t r~ I ~ r r ~ / ~a I I I 1 1 I l I I I l I v__ ~ i i v ,
y,<~. / / ~ ~ 1 1 i l l ~ ~ 0 ~ III I ~ 1 I I I I l 1 1 I v~ v v , I I ! ~ vv v y v A
~ ~ l l~ / / ~ I ~ A ~ I I I I I I ~ _ . ~ ~ \ \ ~ LOT # PUMP PUMP MODEL # CJIPACITY TOP OF MIN. PUMP I 1 ` - \ \ TYPE
~ /i/i / l l - ~ \ V I / ~ ~ / / ~1 _ 1 1 ~ I 1 I I I I I \ I / / , - - \ \ \ - wErwEU o~ ELEV. I I I \ _ / / \ \ \ \ \ - - 89 A PIRANHA S18121N 1535 GPM 45025 444.D
( I \ / / / / / ~ \ \ ~ - _ \ j 9o A PIRANHA S18/1W 15.36 GPM 44425 438.0 1 \ \ / ~ \
~ , ~ / / / ~ ~ t~ I, ~ ~ / - 1 1 ~ /V ~ ~ l, l i - ~ l I l ~ F-~ 1 \ 1 I 1 1 / f / ~ - \ \ \ \ ~ 91 A PIRANFIA S19RW 1536 GPM 159.25 452.0 1 I / 1
~ - ~ I / ~ ~ _ ~ _ ~ i ,i l ~ ~ ~I ill I ~ ~ ~ ~ ~ r ~ ~ ~ V l - ~ ~ - , ~ ~ l ~ ~ i l l I l l ~ - r I \ 1 \ \ \ \ 1 I / _ / / \ \ \ ` \ 92 A PrtIWN819/!W t5,16GPY 17225 199A \ \ ~ ~ I i i ~ ~ / v v V 93 A PRAlMN419IlMI 15360PM 17229 1l9A
vv ~,r ~ ~ ~ v ~ - ' i I ~ l~ ~ ~ ~ ~ v ~ ~ \ I ~ A t / \ ~ \ ~ A PRAM4A Si9f2W 1536 GPM 47225 498.0
- ~ ;1, , I. ~ I I 1, ~ ~ ~ ~ / ~ ~ Y I I ~ a ~ I~ \ \ \ \ \ ~ I ~ / ~ ~ / ~i~ A 9° - A ~ ?xIRA!.'!'SS".?,2W ".~53EC'"-wi 4rv;,25 :;4~ \ \ \ , I I I I I / \ ~ 96 A PIRANHA S1tY2YY 1535 GPA, 46025 454.0 '
r rr ~ 1 I ( ~ I ~ •U 7 \ \ ~ 1 I / / / i`~- I \ \ ~ I I / , \ !n A P~4A Si9rlW 1535 GPM 48025 454.0
r! 1 _ I~III I C I f I ~ 3 I I~ I~ 1- I \ \ 1 \ 1 / I ~ \ \ \ \ 1 t / , V / / \ \ _ \ sis ~ PnArs4A st9rlw 1536 GPM 15025 444.0
- 'ter ~ o I / I 1 1 11 i t I I I ~ al r ~ 1 I ~ ~ - ~ I / dub . I ~ ~ ~ I. ~ i ~ , ~ i~ - I ~ i \ ~ \ / ~ ' / _ _ I I tot ~ pRANHI?stenw t536GPM 11925 110.0 p= i \ \ ~ ~ 1 1 I / / / / ~ , I 192 A PKtANFN 519I1W 1535 GPM 41825 44oA
I~ \ V A V I / ~ ` A~ ~ ~ 1 \ v A I / 1 / 1a3 A P~wwHASlerlw 1536GPM 4x25 4+0.0
- 1 \ 11 v v \ V I I / / ~ 104 A P~vwHA slarlw 1535 GPM 44sz5 4ao.o
~ / \ i II I 1 - - . \ \ \ \ \ \ I 2• / 1 I 105 A P6iANHA S18/2W 1535 GPM 4642s 459.0 I I \ \ \ \ _ FINN I 1 - , _ ~ \ \ \ ~ 108 B PIRANHA S28l2W 1535 GPM 44625 440.0
~ ~ I \ . _ _ \ '3 _ I \ 107 B PUtANHA S2BJ2W 1535 GPM 44825 440.0
- ~ ~ ~r 1 / - ~ ~ / ~ ~ _ 8 RAP ~ \ I ~ / / r I ~ ~P~ . -I ~ \ \ ` ~ \ - ~ I 108 B PIRANHA S2612W 15-35 GPM 438.25 4 .0 - ~3s R _ ~ ~ \ 3z _
- ~ ~ / ~ / I ~A a / C - _ ~ . \ ~ 109 8 PIRANHA s2ev2w 1535 GPM 43425 428.0 1 ti I`
I l ~ ~ i 1 I l V/ / l /6" Fpl - - F,H ~ / r I ~Q \ ~ \w~ _ ~ 110 B PIRANHA S26/2W 1535 GPM 438.25 432.0 ~ ~ I \ \ 111 B PIRANHA S2612W 15.35 GPM 442.25 436.0 -I ~ L"
` ' 4" ~GP/ 1 l 1 ~ ~ - 2 / ~ f ~ \ 12 B PIRANHA S2812W 1535 GPM 44825 442.0
\ ~ I y / / / / ~ I' I I , - \ 113 B PIRANHA S282W 1535 GPM 44825 442.0
~ N / ~ l ~ l ~ ~ r ~ I ~ - _ p ~ / / ~ ~ ~ ~ ~ I I 1 ~ ` - - - - \ ~ ~ / / / ~ / % / \ ` ~ 114 B PIRANHA S26J2YV 1535 GPM 44825 440.0 ~ ~ ~ I / / / / / x I / / / 115 B PIRANHA S2612YV 15.35 GPM 448.25 ~ 440.0
2 - - ~ / I ~ ~ / , , - IIC / ~ 1 I~ WL~ - / I ~ - ~ ~ ~ / / / / / I I / ~ ~ 116 B PIRANHA S26ClW 1535 GPM 44225 436.0
c 1 1 l ~ / I 1 1 1 1 J r - / \ I / / ~ i \ ~ B P02ANHA S26J2W 1535 GPM 43825 432.0 ~ / - ~ `U I ~ / 0 I / Q ~ U 1 S-
~ - l ~ l ~r~ ~ L / I . / / r / r ~ / ~ ~ I / ~ / r \ / / 1 118 C PIRANHA M5012W 1535 GPM 43825 432.0 L i / / I / / i 119 C PIRANHA M 1 4 O
p _ , / l I / X ~ 1 I I 1~~/ / , i - ~ ~ ~ I r /I - / / i - ~ 50@W 535 GPM 38.25 432.0 / I I / / I , i \ I \ 120 C PIRANHA MSOrzw 1535 GPM 438.25 432.0
/ / ~ Z / ~ /I I - \ y I~ / / !L i i / I ~ 121 C PIRANHA M5orlvu 1535 GPM 4ao25 43x.0
' ~ \ ~ I~ / / i ~ / / = I~ / / ~ ~ ~ , . \ I r \ 122 C PIRANHA M50/2W 1535 GPM 440.25 434.0 _
/ ~ ~ / ^ 123 B PIRANHA S26/2W 1535 GPM 460.25 454.0 nl v / - / , / AI / i i \ vJ O ! ~ \ ~ ~ ~ ~ / ` / / ~ 124 B PIRANHA S26/2W 1535 GPM 470.25 464.0 ~
~ ~ ~ - r r 1 / ~ / / f' r , r i - - ~ \ 7, ~ T \ ~ / / / / ~ 125 B PIRANHA S26/2W 1535 GPM 470.25 464.0 r ` (6
~ ` , ~ ~ ` l / ~ ' V ` / r ~ ~ ~ / / ~ ~ A I ~ ~ rr r r ' ~ \ ~ ^y / I \ 126 B PIRANHA S26@W 1535 GPM 470.25 464.0 ~ U
~ ~ , , / - ~ \ 127 B PIRANHA S26/2W 1535 GPM 48625 460.0 ~ ~ / _ ~ \ / / ~ i ~ - - _ - \ 128 A PIRANHA S1612W 1535 GPM 48025 474.0 L O
~ 1 v~ I I 1 ~ `I I/ _ v I i r e ~ / / i - ~ _ 129 B PIRANHA S26f2W 1535 GPM 47425 468.0 v
' - ~ \ ~ / / / / ~ 1 \ / / - \ I \ \ 1 130 B PIRANHA S2612W 1535 GPM 48425 458.0 ~ r to _ ~ / / ~ / \
~ I / ~ ~ ~ ~ ~ \ ~ I / / ~ / rr ~ ~ I I / I / ~ ~l I, / _ ~ ~ ~ / / / / ti,-' ~ ~ / / i \ / / \ ~ 131 B PIRANHA S26I2W 1535 GPM 47425 488.0 nn` ~ ~ / / / I ~ W ~ ~ ~ ~ / / / / , ~ \ / _ ~ L ~ 132 A PIRANHA S1812W 1535 GPM 49625 490.0
~ 1 } l / ~ ~ ~ i ~ ~ ~ ~ I I. , ~ / / / / / 133 A PI ~ / - ~ I RANHA S1612W 1535 GPM 49025 484.0 O
~ ~ } I l I / 1 I I FH ~ / / , ~ ~ ~ X r/ / / ~ / / v av L L ~ i ~ / / ~ - - \ \ I \ ~ 134 A PIRANHA S1672W 1535 GPM 50425 498.0 _ - ~ - I s
\ ~ ~ ~ 1 1 ~ r , ~ ~ ~ ~ / . , i ~ / \ O \ 1 135 A PIRANHA S1811W 1535 GPM 49825 492.0 ` V - ~ _ ~ / \ i ~ ~ J / ~ _ / ~ ~ ~ ~ / ~ ~ \ \ ` 136 A PIRANHA S1812W 1535 GPM 51825 512.0
/ / ~ i - / / . ' - - - / ~ ~ ~ i / ~ ~ ~ \ \ \ 137 A PIRANHA Siti12W 1535 GPM 51825 512.0
~ ~ ~ I l 1 I I r ~ i ~ ~ ~ l / r / ~ / / i I ` 138 A PI / - ' / / ~ i \ ( \ RANHA S18l2W 15.35 GPM 51425 508.0
1 ~ I I 1 I I I I ~ r ~ - - --1 / ~ ~ I / / - / / / ~ / - ' \ \ 139 A PIRANHA S18f2W 1535 GPM 500.25 494.0
III I 1 I ~ ~ ~ ~ ~ ~ ~ / , / / / / ~ ~ 1 1 I I ~ I I 11 ~ I ~ -I--= , ~ ~ ~ _ l ~ ri ~ / l ~ - ~ - / r / / ~ _ ~ / % \ J 140 A PIRANHA 1 1 - _ _ / ~ / ~ i \ S 8J'1W 535 GPM 48225 476.0 / J / ~ ' \ : r \ 141 A PIRANHA S18C1W 1535 GPM 482.25 478.0
~\1 I 1~1 I I V i / ~ - - ~ ~ ~ l i~ / ~ ~ V I I ~ ~ l 1 1 I ~ ` - ~ - - ' - ~ / r 1 ~ 1 1 1 ~ 1 ~ I ~ ~ - ~ ~ - I ~ i / / , , / / / \ ` ~ / \ \ \ 142 A PIRANHAS18f24V 1535 GPM 502.25 496.0
A\ 1 1 1 1 1 1 - i ~ i ~ - ~ / r X 1 1 1 ~ 1 1 1 ~ - ~ - - T i ~ ~ ~ ~ \ ~ 143 A PIRANHA St8l2W 1535 GPM 502.25 496.0
\ \11~ 1 1 1 1~ 1 I~ - ~ 1 ~ ~ ! ~ - _ ~ - ~ / r r r ~ 1 144 A PIRANHA S18C2W 1535 GPM 510.25 504.0 Date: / ii / \ \ \ ~ ~ ~ , / _ - ~ \ ~ , _ , ` _ J , \ \ \ \ \ , I 145 A PIRANHA S18f2W 15.35 GPM 50625 502.o March, 2006
i ~ 1 1 ~ ~ \ I ~ / / r i i - - - - - ~ ~ ! ~ r ~ i ~ ' / / \ / \ \ 1 \ I 148 A PIRANHA S1812W 1535 GPM 484.25 478.0
1 1 \ ~ 1 ~ ~ / ~ ~ ~ ~ ~ ~ / ~ i ~ ~ / \ / _ / ~ \ \ 147 A PIRANHA S18/2W 1535 GPM 47225 486.0 scale:
/ ~ 1 1 \ \ ~ ~ V I l ~ / / r - ~ - ~ ~ / ~ i ~ 1 \ ~ Y ~ ~ I I I ~ / i ~ ~ ` ~ ~ - i , ~ / \ ~ / - - - - - ' - \ \ n \ \ I 148 A PIRANHA S1812W 1535 GPM 472.25 486.0 ~ 1 I°=100' 1\ ~ \ ' ~ \ \ J 149 A PIRANHA S1812W 1535 GPM 466.25 460.0 ~ , ~ }
1 ~ 1 ~ 1 \ \ 1 ~ 1 ~ ~ I / / r ~ ~ - ~ ~ ~ / r \ \I \ 1 _ I 1 ~ 150 A PIRANHA S18/2W 1535 GPM 484.25 458.0 Drawn: ' i \ I
~ 1 1\ \ 1 1 1 ~ v l / ~ ~ - / ~ P~ ~ 1 1 ~ ~ I / ~ / , , r ~ ~ ~ ~ / ~ ~ ' ' - ~ ' , ~ " ~ r1o - \ 151 A PIRANHA S18(2W 1535 GPM 474.25 468.0 T~/
1 1 1 1 BAR I I 1 ~ I I I / r ~ ~ , \ ~ X8.1 1 1 ~ I / / / ~ r ~ r ~ / / , i ~ \ \ I I I I 152 A PIRANHA S18/2W 1535 GPM 48225 478.0 i ~ \ I I 153 A PIRANHA S18/2W 1535 GPM 482.25 476.0 Chet
, -I ~ I 1 1 1 I I/ I / r r r / I I { ~ - ~ \ I I I / / , / r ~ ~ ~ / / _ \ / / , ~ ' ` ~ \ \ I I i 154 A PIRANHA S1812VN 1535 GPM 48825 482.0 MVZ
- ~ III I I 1 I I I I l l/ i / / r / / l ~ r I I / ~ ~ / / / ~ ~ \ 1 I 155 A PIRANHA S18@W 1535 GPM 498.25 492.0
I I l I l \ l~ l I I l i / / ~ i// I ~ k 1 ! ~ I I I i _ I I / I~ / ~ / / ` ~ ~ ~ \ I I I I 163 A PIRANHA S18l2W 1535 GPM 530.25 524.0 / - - ~ \ I I Project No.
~k, i it ~ I I A~ 11 I I I I I l I / / ~ ` l I I I I I I \ ~ ,p I I I I I / / / / I I I~ ~ I/ I I I I / l ~ I I / / - I I I I, 164 A PIRAN S18/2W 1535 GPM 528.25 520.0 i \ \ \ ~ 120-08 I \ \ 1 I ( I ~ , 185 A 18/2W 1535 GPM 52825 522.0
I I 1 M~ 1 1 I I I I l ~ ~ I ~ ~ I I / I I ! ~ I / / / ~ \ \ N I I 1 I 1812W 1535 GPM 534.25 528.0 Computer Dwg. Name
I I ~ _ I ( ! ~ ( I ~ ( 1 : i. I 1 1~ ~ I I 1 I I I / l A/i / I I I 1 k, I l I I i t I I I 1 I t I / 1 1 ~ ~ I , ' ~ ~ 11 I I Q 120-08 ou I .dwg
~ 1 1 1 1 I I I 1 1 I I / 1 ,~,1") ~ 1 1 1 ~ I I I I I ( I ~ I / \ 1 \ I \ P V A I I I r 'f ~~~1(~~'
~ ~ j,~ k 1 1 1 I I I I I I I I ~ 1 ~ ~ / v \ 1 ~ I ~ ~ p~,,~ A Piranha 518/2W
~~v ~ _ ~ ...,b1~ 1~~~1~. vI ~ ~ I I ~ i ~ ._I_ ~ I I I I .r ~ 1 I v i 1 \ l I 1 ~ ~ 1 1 r ~ _ '~'°t~r~ Piranha S96/9W
I IL ariccL, nv: 1 f I I\ C Piranha M50/2W
i, F-H ICI I I I Jim IL I " I i
t I I i i lin t' vElm SANITARY SEWER INDIVIDUAL Oum
\ e C jrnae on She U-2 i \ 1 GRINDER PUMP TYPES
5r\
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i
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~I~~, I ~ ~ ~I I ~ I I ( / I% I' 1 1 1\ ~ I I I I I I 1 1 f ~ l I 1 I 1 ~ I I N tes ral onstructlon o v 1 ene
i, ~ ~ ~ 11 I J I I I I 1 v ,1,~~; 1; 1, ~ I I I I I I I ~ i I . , 1 ~ ~ I l v v 1 v 11 ~ / 1/ / \ \ ~ 1 1 Existing underground structures and utdiGes shown are based on fold survey. The ~
I I ~ I f ~ v ; ~ ~ ~ fi ; I,k ~ , , 1 ~ ~ 1 I I I I I I I I i - . \ ~ \ / \ ` \ 1 ~ n n +tions rior to startm construction and note the ~ / \ \ I I \ ~ 1 \ contractor shall held ve fy cod p g fY
v~_ ~ ~ v ~ I I I I I I I ( I I I r ~ ~ I ~ ~ ; ~~,X 1 ~ ~ ~ U~ I I 1 I I \ ~ ~ ~ _ - l I I I M tchli Continue on S e U-1 ~ , .ti I 1 I I ~ v ~ 1 1 ~ \ engineer of ary d+screpanWes. - ~ \ ( I I I ~ ~ \ \ / \ \ 1 ~
~ I I ~ ~ ~ . I ~ I ` ' ~ - ~ ~ The contractor shall contact North Carding One Call at I -800-632-4949 for
ih i .The contractor shall call at least 48 hours or to a ~ + ~ I I assistance locating ut tes Pn M ~ v ~ \ \ \ \ I digging.
v , I I I I I~ ~ I~ - ~ ~ vv 1 I I 1 ~ 1 1 ~ ~ ~ v 1 V / ~ 1 I I \ ~ \ \ ~ hm h NCDOT n ht-of-wa shall cor4orm to NCDOT standards
1 \ ~ \ \ ~ Ail construction vnt t e g y ~ ~ ~ and s ecrf~catans. \ \ I \ I, A \ ~ A p
~ ` - - - \ \ ~ ~ - - - ~ ~ \ \ All Pressure Sewer mains shall be constructed m accordance vnth the profile shown
~ ~ ~ i ~l / II I I ~ I k ~ ~ ~ ~ ~--T - v~ ~ i ~ ~ ~ ~c I I X V~ v ~ v \ \ \ FH \ ~ \ \ \ unless approved by the engineer and shall have a m+rnmum of 3.0' of cover as N
~ y \ VA ~ ~ l ~ Y I I I / \ 1 ~ ~ ~ \ ~ v \ \ \ 1 ~ I `L \ ~ measured from finished rode at the location where installed. Z \ \ V ~ ~ ~ ~ ~ g
~ ~ A ~ \ v v v- ~ A ~ \ / \ v -v v v v I 1 I ~ ~ v - \ - _ ~ ~ \ \ \ \ ~ \ ~ Q ~ \ NI Water Mains shall have a nnmmum of 3.d of cover as measured from hrnshed ~
~ ~ 1 \ ~~o ,I ~ / 1 ~/1 ~ 0 _ _ _ ~ \ \ ~ ~ A ~ \ ~ ~ - 1 1 v ~ I v - ~ \ \ ~ I \ \ grade at the location where installed. -
- ~ \ \ \ \ ~ \ I I ^ Ali Water Mains shall be constructed over the ensure sewer main with a mm+mum of
I I I I l I 11 l k ~ ~ v~ A v ~ \ \ \ \ I \ \ \ 18 separation. v v l ~ ~ v
~ I ~ I ~ I I I I I I 1 ~ ~ \ ~ v v - ~ ~ 1 \ ~ - . v\~ v T 4 v I I ( ~ v \ - \ \ / \ ~ ~ \ \ NI Water Mains and Force Ma+ns crossing under Storm Drainage pp~ng shall be
~ X 1 1 I i 1 I i ~ ~ 1 ~ ~ v v v 4,v ~ ~ ~ I I I i ~ ~ ~ v ~ ~ _ _ ~ ~ I ~ I i l ~ 1 / /j ~ ~ ~ a ~ - \ ~ ~ ~ \ I I ° ~ ' \ \ constructed xnth one (I) ant of Ductile Iron Pipe centered on the Storm Inge V A 1 I I I ~ ~ ,v A crossing.
~ I i~ I ~ 1 I l i I V ~ ~ v ~ ~ \ ~ ~ I I I ~ s \ T v ~ ~ 1 _ ~ \ \ \ \ \ / / \ \ ~ ' ~ ~ _ " ~ \ coon shall conform to Heater Utilities standards and \ v I I ~ r i ~ NI Water and Sewer constru
/ \ \ ~ ~ 1 1 / ~ \ \ \ 1 I I I \ ~ ~ \ spccifiwGons.
~ I ~ ~ 1 I I I ~ \ v v ~ v ~ v ~ v ~ v ~ ~ \ / ~ ~ ~ v A \ ~ \~jt, A V A 41 ) I I / ~ ~ ~ ~ \ \ \ \ ~ ~ I I I / ~ \ ~ Instream work shall be prohibited from March 15 through June 30 to mmimuze
~ \ ~n- \ / / \ \(b \ \ \ / / / I I ~ \ ~ ~ ~ impacts to spawning fish.
~ I I ~ ~ I l ~ l ~ vv I ~ I ~ ~ ~ ~ I ; ~ ~ l' i , i, ~ ~ ~ y ~ ~ I 1 1 I I 1 ~ - -f-- ~ I 1~ r ~ v I ~ ~ / / I ~ ^ To ra hie information rowded by Absdute Land Suwerng, P+ttsboro, NC.
I ~ , I, ~ l I I ~ r ~ ; ~ ; / , ~ ~ ` ~ ~ ~ ~ l 1 I 1 1 v r 1 I I~ 1 \ \ / / / / / / ~ ' / ~ _ ~ / ('09 P P I I I / t<, / I / / t ~ , \ , , ~ Profile Data from field Survey
1 ~l i ~ 1 \ 1 I ~ ~ r l I / \ \ ~ / ~ / I / / / / Background Topography from Atrul Mapping.
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